Agenda packet — Gardena City Council, December 12, 2023 (part 4 of 11)

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01-CD-L.501-PP.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED LANDSCAPE ARCH I TECT

STATE OF CA L I FORN I A
L A R R Y P . R Y A N L I C E N S E N O . 2 5 0 2
06/20/2023
10/02/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

PLANTING NOTES
1 2
ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING & UNIFORM FORM.

ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION.

REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHING, AND OTHER ADDITIONAL PLANTING INFORMATION.

ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT/DISTRICT PRIOR TO INSTALLATION.

FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT/DISTRICT.

CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER/COUNTY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.

SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS.

IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS.

CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF QUALITY AS DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. THE CONTRACTOR SHALL ALSO SUBMIT

WRITTEN SPECIFICATIONS FOR ALL PLANT MATERIAL SPECIFIED ON THIS PROJECT PRIOR TO PLACING ORDER. FAILURE TO DO SO COULD RESULT IN THE REPLACEMENT (AT CONTRACTOR'S EXPENSE) OF ANY PLANTS DETERMINED UNACCEPTABLE BY LANDSCAPE ARCHITECT/DISTRICT.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR `TAGGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRACTOR SHOULD CALL UNDERGROUND SERVICE ALERT (2) FULL WORKING DAYS BEFORE COMMENCING ANY DIGGING. PHONE 811 FOR U.S.A

CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS

THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COUNTY PROJECT MANAGER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AND CONSTRUCTION MANAGER AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS.

LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION.

PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN.

CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM ALLOWED.

AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION (3 TOTAL).

CONTRACTOR SHALL INFORM SOIL TESTING LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL

TESTING LOCATIONS (NATIVE TREES & SHRUBS, ORNAMENTAL TREES & SHRUBS, PALM TREES, BERMUDA SOD, ETC.) SO THAT APPROPRIATE PLANTING RECOMMENDATIONS CAN BE GIVEN.

THESE SAMPLES SHALL BE TESTED BY WAYPOINT ANALYTICAL , OR APPROVED EQUAL. CONTACT:

JOE KIEFER (714) 282-8777 FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR

SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO CITY'S ENGINEER PRIOR TO PLANTING.

GROUND COVERS AND SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE INDICATED.

ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SEE PROJECT GEOTECHNICAL REPORT. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION.

ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A 3" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS.

AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR

GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING.

REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION, UPON PROVIDING SUPPORT PER DETAILS, THIS SHEET.

ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.G., PAVERS, CURBS, ETC.) SHALL RECEIVE ROOT BARRIER BY " DEEP ROOT CORP. ". (714) 898-0863. NUMBER OF PANELS PER TREE PER MANUFACTURER'S RECOMMENDATION. SEE SPECIFICATIONS.

ALL MULCH AREAS ON SLOPES TO RECEIVE JUTE NETTING. SEE SPECIFICATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTION OF ALL EXISTING SHRUB AND TURF AREAS TO REMAIN DURING CONSTRUCTION. DAMAGED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. TURF AREAS

WITHIN EXISTING IRRIGATION RENOVATION/RETROFIT ZONES AS INDICATED ON THE

PROJECT IRRIGATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED WITH NEW SOD.

PER PROJECT GEOTECH REPORT: WHERE NEW TREES OR LARGE LARGE SHRUBS ARE TO BE

LOCATED IN CLOSE PROXIMITY OF NEW CONCRETE FLATWORK, RIGID MOISTURE / ROOT BARRIERS SHOULD BE PLACED AROUND THE PERIMETER OF THE FLATWORK TO AT LEAST 2 FEET

IN DEPTH IN ORDER TO PROTECT THE FLATWORK FROM POTENTIAL ROOT AND MOISTURE DAMAGE. EXISTING MATURE TREES NEED FLATWORK SHOULD ALSO INCLUDE RIGID MOISTURE / ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATWORK. SEE PLANS AND SPECS FOR LOCATIONS.
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1 PLANTING NOTES
2 TREE PLANTING
5 GROUNDCOVER PLANTING 3 SHRUB PLANTING
6 ROOT BARRIER 4 PALM TREE PLANTING

PLANTING DETAILS
L-6.01
8 POT PLANTING 7 VINE PLANTING
26 38

PROJECT
SITE

HARVARD BLVDLA SALLE AVE
W 162ND ST
166TH ST
W 166TH ST
W 158TH ST
W 170TH ST
91 WESTERN AVE

W GARDENA BLVD
W 161ST ST

DENKER AVEDALTON AVE
W 164TH ST

W GARDENA BLVD

W REDONDO BEACH BLVD
W 166TH ST
S
NORMAN
DIE
AVE

1. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF SVA ARCHITECTS, INC., AND ARE NOT TO BE USED, IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF SVA ARCHITECTS, INC.

2. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WAS PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SVA ARCHITECTS,INC.. IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS SVA ARCHITETS, INC.

RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.

3. EACH BIDDER SHALL POSSESS AT THE TIME OF BID A CLASS B OR THE APPROPRIATE CLASS C CONTRACTOR'S LICENSE PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE THROUGHOUT THE DURATION OF THIS CONTRACT.

4. CONTRACTOR IS RESPONSIBLE FOR FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT PER 2013 CALIFORNIA FIRE CODE, CHAPTER 33.

5. INSPECTOR OF RECORD REQUIREMENTS: A. ONE OR MORE INSPECTORS EMPLOYED BY THE OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS WILL BE ASSIGNED TO THE WORK. THE INSPECTORS DUTIES ARE SPECIFICALLY DEFINED IN SECTION 4-342 OF SAID TITLE 24, PART 1.

6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. ALL

ENGINEERING SHALL COMFORM WITH ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS.

7. GRADING PLANS, DRAINAGE IMPRPOVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIROMENTAL HEALTH CONCIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

8. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS.

9. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK.

10. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE.

11. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE

ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE

CONSULTING ENGINEER'S DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED

IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.

12. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

13. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL SIMILAR CASES UNLESS SPECIFICALLY INDICATED OTHERWISE.

14. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO

DECEND UNLESS A PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT.

15. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

16. ALL CONSTRUCTION SHALL PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.

17. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS TO THE OWNER SINCE PROPOSALS MUST TAKE INTO CONSIDERATION ALL SUCH CONDITIONS THAT MAY AFFECT THE WORK.

DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITION SHALL BE REPORTED TO THE ARCHITECT. REVISED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY WORK.

18. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ENGINEER WHOSE SIGNATURE APPEARS HEREON.

19. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF

UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK.

FIRE SAFETY

1. FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT:

A. GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2019 CALIFORNIA FIRE CODE TITLE 24, PART 9, CHAPTER 33.

B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH SECTION 1410.

C. WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE OPERATIONAL IN ACCORDANCE WITH SECTION 1412.

D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL NOT BLOCK ACCESS TO BUILDINGS, HYDRANTS OR FIRE APPLIANCES.

E. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE BUILDING OFFICIAL

AND/OR WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS. FIRE WATCH SHALL REMAIN IN EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL.

2. CONTRACTOR REQUIRED TO COMPLY WITH CURRENT CODE AND CITY STANDARDS.

3. CONTRACTOR IS RESPONSIBLE FOR FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT PER 2019 CALIFORNIA FIRE CODE, CHAPTER 33.

PLAN CHECK NOTES

1. THE CITY OF GARDENA BUILDING DEVISION ENFORCES THE CALIFORNIA BUILDING CODE (CBC) TITLE 24 CHAPTER 11B FOR DISABLED ACCESS COMPLIANCE AND DOES NOT REVIEW OR APPROVE PLANS FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA).

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE
PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL
RIGHTS RESERVED, © COPYRIGHT 2018.
6 HUTTON CENTRE DR, SUITE 1150
SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

PROJECT INFORMATION & SHEET INDEX
GEN-1
39 SVA ARCHITECTS IS THE DESIGNATED ARCHITECT OF RECORD AS REQUIRED BY THE STATE OF CALIFORNIA. THE ARCHITECT OF RECORD SHALL REVIEW

SUBMITTALS AND COORDINATE SUBMITTALS AND DEFERRED SUBMITTALS THROUGH THE CITY OF GARDENA. DEFERRED SUBMITTALS SHALL NOT BE

INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY OF GARDENA.

THE BUILDING OFFICIAL SHALL BE NOTIFIED IN WRITING BY THE OWNER IF THE

ARCHITECT OF RECORD IS CHANGED OR IS UNABLE TO CONTINUE TO PERFORM THE DUTIES. THE OWNER SHALL DESIGNATE A SUBSTITUTE ARCHITECT OR

ENGINEER OF RECORD WHO SHALL PERFORM ALL OF THE DUTIES REQUIRED OF THE ORIGINAL ARCHITECT OF RECORD.

REVIEW AND COMMENT ON SUBMITTALS AND DEFERRED SUBMITTALS SHALL

NOT RELIEVE THE AUTHOR OF THE DOCUMENTS OR THE CONTRACTOR FROM

COMPLIANCE WITH ALL APPLICABLE CODES AND THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE REVIEW IS ONLY FOR GENERAL

CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL

QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND

TECHNIQUES OF CONSTRUCTION, COORDINATING HIS WORK WITH THAT OF

OTHER TRADES, AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER.

PROJECT ADDRESS:
1654 W 166TH STREET
GARDENA, CA 90247
PROJECT DESCRIPTION:

NEW SENIOR CENTER AND AQUATICS BUILDING WITH NEW POOL AND POOL

EQUIPMENT BUILDING

CODE ANALYSIS
SEE SHEET GEN-2 FOR COMPLETE CODE ANALYSIS

STATEMENT OF GENERAL CONFORMANCE

THE DRAWINGS OR SHEETS LISTED IN THE INDEX ON THIS SHEET HAVE

BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS

WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAD BEEN EXAMINED BY ME FOR:

1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT

SPECIFICATIONS PREPARED BY ME

2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THE PROJECT.

THIS STATEMENT OF GENERAL CONFORMANCE "SHALL" NOT BE CONSTRUED AS

RELIEVING ME OF MY RIGHTS, DUTIES AND RESPONSIBILITIES UNDER SECTION 4-336, 4-341 AND 4-344 OF TITLE 24, PART 1 (TITLE 24, PART 1 SECTION 4-317) (B))

I CERTIFY THAT ALL DRAWINGS OR SHEETS LISTED IN THE INDEX ON THIS

SHEET (CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE

PROTECTION AND THEATRICAL) ARE IN GENERAL CONFORMANCE AND HAVE BEEN COORDINATED.

GENERAL CONFORMANCE STATEMENT

VICINITY MAP

PROJECT SUMMARY

GOVERNING AGENCIES PROJECT DIRECTORY

APPLICABLE CODES SHEET INDEX

THIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

FEDERAL:

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) STATE OF CALIFORNIA PARTIAL LIST OF APPLICABLE CODES AS OF JAN 1, 2020 2019 BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) PART 1, TITLE 24 C.C.R. 2019 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2
(2018 INTERNATIONAL BUILDING CODE WITH THE INTERNATIONAL CODE COUNCIL

WITH CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2018 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2019 CALIFORNIA MECHANICAL CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
(2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION

OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2019 CALIFORNIA PLUMBING CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
(2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION

OF THE PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2019 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2019 CALIFORNIA FIRE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9
(2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN CODE) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11
2019 CALIFORNIA REFERENCED STANDARDS CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 12

PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
PARTIAL LIST OF APPLICABLE STANDARDS:
2019 BUILDING CODE (FOR SFM) REFERENCED STANDARDS
CHAPTER 35
NFPA 13 AUTOMATIC SPRINKLER SYSTEM 2016 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2016 EDITION NFPA 17A WET CHEMICAL SYSTEMS 2016 EDITION
NFPA 72 NATIONAL FIRE ALARM CODE 2016 EDITION
NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2018 EDITION UL 464 AUDIBLE SIGNAL APPLIANCES 2016 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTION SIGNAL 1999 EDITION

SYSTEMS

ARCHITECT OF RECORD

DEFERRED SUBMITTALS

LOCAL FIRE AUTHORITY

LOS ANGELES COUNTY FIRE DEPARTMENT
200 NORTH MAIN STREET, 16TH FLOOR
LOS ANGELES, CA 90012
P: 213.978.3800

STRUCTURAL

VCA ENGINEERS INC
1041 S GARFIELD AVE #210
ALHAMBRA, CA 91801
CONTACT: ALEX QUINONEZ
P: 323.729.6098

ELECTRICAL

FBA ENGINEERS
150 PAULARINO AVENUE SUITE A120
COSTA MESA, CA 92626
CONTACT: STEPHEN ZAJICEK
P: 949.852.9995

MECHANICAL

ALFATECH
510 WEST 6TH STREET, SUITE 1105
LOS SNGELES, CA 90014
CONTACT: NICK KOURASSIS
P: 213.212.9860

PLUMBING

ALFATECH
510 WEST 6TH STREET, SUITE 1105
LOS SNGELES, CA 90014
CONTACT: MARCIA MCKONE
P: 213.212.9860

CITY OF GARDENA

BUILDING AND SAFETY DEPARTMENT
1700 W 162ND STREET
GARDENA, CA 90247
P: 310.217.9530
OWNER

CITY OF GARDENA
1700 W 162ND STREET
GARDENA, CA 90247
CONTACT: ALLAN RIGG, PE AICP
P: 310.217.9530

ARCHITECT

SVA ARCHITECTS
6 HUTTON CENTRE DRIVE, SUITE 1150
SANTA ANA,CA 92707
CONTACT: PROJECT MANAGER
P: 949.809.3380

GENERAL NOTES

THE FOLLOWING ITEMS ARE DESIGN-BUILD SYSTEMS AND WILL BE A DEFERRED SUBMITTAL BY THE CONTRACTOR AT A LATER DATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND CALCULATIONS FOR APPLICABLE ITEMS. THE

CONTRACTOR SHALL RETAIN THE SERVICES OF A CIVIL OR STRUCTURAL ENGINEER WHO SHALL BE RESPONSIBLE FOR THE DESIGN. THE CONTRACTOR SHALL SUBMIT

CALCULATIONS AND SHOP DRAWINGS TO THE ARCHITECT OF RECORD, WHO SHALL

REVIEW THEM WITH NOTATION INDICATING THAT THE DEFERRED SUBMITTAL

DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL OF THE DEFERRED SUBMITTAL DOCUMENTS.

1. ELEVATOR GUIDE RAILS AND SUPPORT BRACKETS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. FIRE SPRINKLER SYSTEM AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

3. FIRE ALARM SYSTEM AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

4. ROOF ACCESS LADDERS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

5. SEISMIC BRACING OF PLUMBING PIPE AS DESCRIBED ON PLANS AND IN

SPECIFICATIONS

6. SHORING PLANS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

7. BLEACHERS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS NOTE: INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT BE STARTED

UNTIL DETAILS, PLANS, AND SPECIFICATIONS ARE APPROVED BY THE OWNER AND BUILDING DEPARTMENT. ALLOW 30 DAYS FOR OWNER REVIEW. THE PLANS AND

SPECIFICATIONS SHALL FIRST BE REVIEWED AND SIGNED BY THE LANDSCAPE ARCHITECT BEFORE SUBMITTAL TO THE OWNER FOR REVIEW. CONTRACTOR TO

SCHEDULE DEFERRED APPROVAL SUBMITTALS WELL IN ADVANCE TO ALLO FOR BOTH ARCHITECT AND OWNER REVIEW.

ARCHITECTURAL
GEN-1 PROJECT INFORMATION & SHEET INDEX
GEN-2 CODE ANALYSIS & EXITING PLAN
GEN-3 GENERAL NOTES
GEN-4 PROJECT SIGNAGE
GEN-5 ACCESSIBILITY DETAILS
A1.0 SITE PLAN
A1.1 FIRE MASTER PLAN
A11.1 SLAB PLAN
A11.2 FIRST FLOOR PLAN
A11.3 SECOND FLOOR PLAN
A11.4 ROOF PLAN
A11.5 FIRST FLOOR RCP
A11.6 SECOND FLOOR RCP
A21.1 ELEVATIONS
A31.1 BUILDING SECTIONS
A32.1 WALL SECTIONS
A32.2 WALL SECTIONS
A32.3 WALL SECTIONS
A34.1 ASSEMBLIES
A34.2 ASSEMBLIES
A40.1 POOL BUILDING PLANS, ELEVATIONS, AND SECTIONS
A40.2 POOL BUILDING DETAILS
A42.1 ENLARGED LOCKER ROOM PLANS AND ELEVATIONS
A42.2 ENLARGED PLANS AND ELEVATIONS
A43.1 INTERIOR ELEVATIONS
A44.1 INTERIOR STAIR PLANS AND SECTIONS
A44.2 EXTERIOR STAIR PLANS AND SECTIONS
A44.3 TRELLIS PLANS AND SECTIONS
A50.1 FIRST FLOOR INTERIOR FINISH SCHEDULE
A50.2 SECOND FLOOR INTERIOR FINISH SCHEDULE
A52.1 DOOR SCHEDULE
A52.2 STOREFRONT ELEVATIONS
A61.1 WALL TYPES
A62.1 DETAILS WALL ASSEMBLIES
A62.2 DETAILS CEILING
A62.3 DETAILS CEILING
A62.4 DETAILS ROOF
A62.5 DETAILS ROOF
A63.1 DETAILS DOOR
A63.2 WINDOW AND WALL ASSEMBLY DETAILS
A64.1 STAIR AND RAILING DETAILS
A64.2 TRELLIS, FENCE AND MISC. DETAILS
A65.1 MISCELLANEOUS DETAILS
A67.1 DETAILS CASEWORK & MISC.

A67.2 TILE DETAILS
N
O
P
A
R
KI
N
O
P
A
R
KIN
G
VA
N
N88°11'19"E 230.31' (230.23' R
L=30.79, R=20.00
D=088°12'14
"
N00°00'55"W 101.39'
N00°00'55"W 547.01' (547.03' RECORD)
UP
UP
03 33 63
6" VCP SD
N00°00'48"W 586.35' (586.38'
N89°59'00"E 107.12'
1339 SF
90 OCC.

SENIOR PROGRAM ROOM
110
A-3
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
5 OCC.

OFFICE
114
B
174 SF
9 OCC.

CONFERENCE
104
B
125 SF
7 OCC.

OFFICE
103
B
106 SF
6 OCC.

RECEPTION
102
B
145 SF
8 OCC.

LOBBY
100
B 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV. CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
10 OCC.

BREAK ROOM
105
B
441 SF
23 OCC.

MEN
126
B
457 SF
23 OCC.

WOMEN
123
B
183 SF
10 OCC.

LIFEGUARD
120
B
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF
13 OCC.

KITCHEN
116
B
114 SF
ELEC.
117
18 SF
FSR
119
34 SF

INVERTER
118
EXIT
47 EXIT
48 EXIT
13 EXIT
48 EXIT
110
EXIT
98 EXIT
256
EXIT
98 EXIT
98 EXIT
11 EXIT
24 EXIT
24 EXIT
23 EXIT
23 EXIT
58 EXIT
109
M
L
G H
J
N
J
F
C
F
C
H
H
K H
H
G
L
H
H
P
O
H
H L
M
H
H
H
F
C
H
R
H
N
H
A H
D
F
C
E H
B
K

GATE TO BE EQUIPED

WITH A DELAYED EGRESS

DEVICE AND ALARM

0.96" REQ.
72" PROV.

0.94" REQ.
42" PROV.

0.26" REQ.
36" PROV.

1.96" REQ.
76" PROV.

1.96" REQ.
72" PROV.

0.48" REQ.
36" PROV.

0.48" REQ.
56" PROV.

0.46" REQ.
36" PROV.

0.22" REQ.
36" PROV.

1.16" REQ.36" PROV.

0.96" REQ.
36" PROV.

5.12" REQ.
36" PROV.
84" PROV.

1.96" REQ.

PH
PH
PH
PH
PH
PH
PHPH
PH
PHPH
PH
K
8"
7 3/4"
5 1/2" 6 1/8"
7 3/4" 2"
7 5/8"
N
PLUMBING FIXTURE REQUIREMENTS CPC SECTION 422

OCCUPANCY TYPE B
ACTURAL AREA 183SF
LOAD FACTOR CPC TABLE A 200
NO. OF OCCUPANTS 1
FIXTURES PROVIDED 1 UNISEX RESTROOM PROVIDED WITH 1 TOILET, 1 LAV, AND 1 SHOWER POOL PLUMBING FIXTURE REQUIREMENTS CBC 3116B
POOL AREA 7,020SF
LOAD FACTOR 15
NO. OF USERS 468 / 2 = 234 MALE & 234 FEMALE

FIXTURES PROVIDED MALE FEMALE
TOILETS 4 4
URINALS 4 0
LAVATORIES 3 3
SHOWER 5 5
DRINKING FOUNTAINS - 3 TOTAL (CBC 3117B)
A
B

RESTROOM DOOR SIGNAGE - WOMEN

RESTROOM DOOR SIGNAGE - MEN

C RESTROOM DOOR SIGNAGE - ALL GENDER
D

ASSISTIVE LISTENING SIGN
E
F

RESTROOM SIGN - WOMEN
G

RESTROOM SIGN - MEN
H

RESTROOM SIGN - ALL GENDER
J

FIRE ALARM SIGN
K

TACTILE EXIT ROUTE SIGN
L

TACTILE ROOM IDENTIFICATION SIGN
M

ACCESSIBLE ENTRY SIGN
N

O FIRE SPRINKLER RISER ROOM SIGN

TACTILE EXIT SIGN
P
NO. DESCRIPTION SHEET
OCCUPANT LOAD SIGN *

NO SMOKING SIGN
NOTE:
* FOR CLASSROOM #2, 3, & 4:

THE MAX. OCCUPANT LOAD SIGN SHOULD LIST LOADS FOR BOTH CONDITIONS, WHEN PARTITION IS OPEN AND WHEN IT IS CLOSED.
2 / GEN-4
3 / GEN-4
4 / GEN-4
6 / GEN-4
7 / GEN-4
8 / GEN-4
17 / GEN-4
9 / GEN-4
12 / GEN-4
13 / GEN-4
16 / GEN-4
22 / GEN-4
15 / GEN-4
19 / GEN-4
21 / GEN-4
R TACTILE NOT AN EXIT SIGN 11 / GEN-4
S TACTILE EXIT STAIR DOWN SIGN 10 / GEN-4

SENIOR CENTER
OCCUPANCY TYPES: B, A-3
BUILDING HEIGHT: +/- 32'-7"
NUMBER OF STORIES: 2
BUILDING AREA: 11,916SF
FIRST FLOOR = 6,111SF
SECOND FLOOR = 5,805SF
B = 6,507SF A-3 = 5,409SF
CONSTRUCTION TYPE: III-B
FIRE SPRINKLERS: NFPA 13

PROPOSED AS NON-SEPARATED

MIXED-OCCUPANCY BUILDING
(A-3 MOST RESTRICTIVE)
ALLOWABLE BUILDING HEIGHT: (CBC T504.3) 55' (W/ AREA INCREASE) ALLOWABLE NUMBER OF STORIES: (CBC T504.4) 2 (W/ AREA INCREASE) ALLOWABLE BUILDING AREA: (CBC T506.2) 28,500SF (W/O HEIGHT INCREASE)

OCCUPANCY SEPARATION NON-SEPARATED OCCUPANCIES PER
CBC 508.3
FIRE-RESISTANCE RATING REQUIREMENTS (CBC T601)
STRUCTURAL FRAME 0
BEARING WALLS - EXTERIOR 2
BEARING WALLS - INTERIOR 0
NON BEARING WALLS & PARTITIONS - EXTERIOR SEE TABLE 602 NON BEARING WALLS & PARTITIONS - INTERIOR 0
FLOOR CONSTRUCTION 0
ROOF CONSTRUCTION 0
NON BEARING WALLS AND PARTITIONS - EXTERIOR (CBC T602)
FIRE SEPARATION DISTANCE = X(FEET)
10 < X < 30 N/A (ALL WALLS +30' FSD)
X > 30 0

POOL BUILDING
S-1
+/- 11'-9"
1 1,284SF
V-B
NONE
40'
1 9,000SF (CBC TABLE 506.2)

NONE, SINGLE OCCUPANCY BUILDING
0 0
0 SEE TABLE 602
0 0
0 0
0 METAL STUD FRAMED WALL

CONCRETE MASONRY WALL

EXIT EXITING TAG SHOWING NUMBER OF OCCUPANTS & EXIT DIRECTION XX

EXIT PATH

B OCCUPANCY
A-3 OCCUPANCY
NOTE:

EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR

SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. BUILDING CODE 1004.3. FIRE CODE 1004.3 684 SF
46 OCC.

PROGRAM ROOM 4
213
A-3
711 SF
48 OCC.

PROGRAM ROOM 3
211
A-3
689 SF
46 OCC.

PROGRAM ROOM 2
209
A-3
705 SF
48 OCC.

PROGRAM ROOM 1
203
A-3
400 SF
27 OCC.

LOUNGE
208
A-3
76 SF
ELEV.
- 57 SF
3 OCC.

RECEPTION
201
B
29 SF
STOR.
204
98 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
22 SF
IT
202
EXIT
47 EXIT
48 EXIT
46 EXIT
48 EXIT
38 EXIT
109
EXIT
110
J
G
H
J
G
H
J
G
H
S
H
M
J
G
H
E
B
H
D
A
J
G
H
H H
H
R
J
G 493 SF
33 OCC.

BALCONY
215
A-3
EXIT
22 4.4" REQ.
36" PROV.

7.6" REQ.
36" PROV.

9.2" REQ.
36" PROV.

9.6" REQ.
36" PROV. 9.4" REQ.
36" PROV.

9.6" REQ.
36" PROV.
22" REQ.
36" PROV.

21.8" REQ.
48" PROV.
61" PROV.
12" REQ.
77" PROV.
22" REQ.
84" PROV.

21.8" REQ.

9.6" REQ.
91" PROV.
64' TRAVEL DISTANCE
73' TRAVEL

DISTANCE
29' TRAVEL

DISTANCE
42' TRAVEL DISTANCE
27' TRAVEL

DISTANCE
26' TRAVEL

DISTANCE
24' TRAVEL

DISTANCE
PH

PHPHPHPH
PH
PH
N N N
N
68' TRAVEL DISTANCE
75' TRAVEL DISTANCE
71' TRAVEL

DISTANCE
EXIT
11 2.2" REQ.
36" PROV.

J
G
199 SF
POOL STOR.
302
447 SF

POOL EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
150 SF
TRASH
306
H H H
70 SF
ELEC
301
FIRST FLOOR PLUMBING FIXTURE REQUIREMENTS CPC SECTION 422 OCCUPANCY TYPE A-3 (PROG.RM/LOUNGE/BAL.) B (KITCHEN/OFFICE/RECEPTION) ACTUAL AREA 5,021SF 637SF
LOAD FACTOR CPC TABLE A 30 200
NO. OF OCCUPANTS 168 4
TOTAL NO. OF OCCUPANTS: 172 / 2 = 86 MALE & 86 FEMALE
REQUIRED NO. FIXTURES PER T422.1 (A-3 USED AS MOST RESTRICTIVE)

MALE FEMALE
TOILETS 1 3
URINALS 1 0
LAVATORIES 1 1
DRINKING FOUNTAINS - 1 TOTAL
SERVICE SINKS - 1 TOTAL
PROVIDED NO. FIXTURES PER T422.1 (A-3 USED AS MOST RESTRICTIVE)

MALE FEMALE UNISEX TOTAL
TOILETS 1 2 3 6
URINALS 1 0 1 1
LAVATORIES 1 1 3 5
DRINKING FOUNTAINS - 2 TOTAL; 1 PER FLOOR
SERVICE SINKS - 2 TOTAL; 1 PER FLOOR
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

CODE ANALYSIS & EXITING PLAN
GEN-2
40 FIRST FLOOR COMMUNITY BUILDING EXITING AND SIGNAGE PLAN 1/8" = 1'-0" 2

AQUATIC CENTER PLUMBING FIXTURE REQUIREMENTS SIGNAGE LEGEND

CODE ANALYSIS

EXITING PLAN LEGEND
SECOND FLOOR EXITING AND SIGNAGE PLAN 1/8" = 1'-0" 3 FIRST FLOOR POOL BUILDING EXITING AND SIGNAGE PLAN 1/8" = 1'-0" 1

SENIOR CENTER PLUMBING FIXTURE REQUIREMENTS

DETAIL REFERENCE
DETAIL NUMBER 1
SHEET ON WHICH DETAIL IS SHOWN A101

BUILDING SECTION REFERENCE
SECTION NUMBER 1
SHEET ON WHICH SECTION IS SHOWN A101

INTERIOR ELEVATION REFERENCE
ELEVATION NUMBER 1
SHEET ON WHICH ELEVATION IS SHOWN A101

EXTERIOR ELEVATION REFERENCE
SHEET ON WHICH ELEVATION IS SHOWN A101
DOOR REFERENCE 101
WINDOW REFERENCE 1

REVISIONS
REVISION NUMBER 1

STOREFRONT REFERENCE
WALL TYPES A1.6
GRIDLINE REFERENCE 1
TOILET ROOM ACCESSORY SYMBOL 1
MATERIAL REFERENCE 101
SF1
1/ A101
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

GENERAL NOTES
GEN-3
41 ABBREVIATIONS
A.B. ANCHOR BOLT (S)
A.C. ASPHALT CONCRETE PAVING

ACOUS ACOUSTIC
AC. T. ACOUSTICAL TILE
A.D. AREA DRAIN
ADJ. ADJUSTABLE

AGG AGGREGATE
ALT. ALTERNATE
ALUM. ALUMINUM
APPROX. APPROXIMATE
APT. APARTMENT
ASPH. ASPHALT
A.S.T.M. AMERICAN SOCIETY OF

TESTING MATERIALS
@ AT
B.B BOTTOM OF BEAM
BD. BOARD
BLK. BLOCK
BLK'G. BLOCKING
BM. BEAM
BOT. BOTTOM
BDRM. BEDROOM
BR. BROOM
CAB. CABINET
CPT. CARPET
C.B. CATCH BASIN
CEM. CEMENT
CEM. PLAS. CEMENT PLASTER
C. CENTER LINE
CER. CERAMIC
C.I. CAST IRON
CIRC. CIRCULAR
CLG. CEILING
CLR. CLEAR
C.M.T. CERAMIC MOSAIC TILE
COMPC. COMPOSITION
CONC. CONCRETE
CONT. CONTINUOUS
CTSK. COUNTERSUNK
CU. FT. CUBIC FEET
CU. IN. CUBIC INCH
CU. YD. CUBIC YARD
D. DRYER
D.F. DOUGLAS FIR
D.F. DRINKING FOUNTAIN
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
DR. DOOR
D.S. DOWN SPOUT
DSP. DRY STANDPIPE
DUP. DUPLICATE
DW. DISHWASHER
DWGS. DRAWINGS
E. EAST
EA. EACH
E.J. EXPANSION JOINT
ELEVA. ELEVATOR
ELEV. ELEVATION
ENCL. ENCLOSURE
EQ. EQUAL
EQUIP. EQUIPMENT
E.W.W.M. ELECTRIC WELDED WIRE MESH
EXPN. EXPANSION
EXP. EXPOSED
EXT. EXTERIOR
EXTR. EXTINGUISHER

FHS FLAT HEAD SCREW
F.A.U. FORCED AIR UNIT
F.F. FINISH FLOOR
F.G. FIXED GLASS

FHWS FLAT HEAD WOOD SCREW
FIN. FINISH
FIXT. FIXTURE
FLASH. FLASHING

FLR FLOOR

FLR'G FLOORING
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
F.P. FIRE PLACE
F.S. FINISH SURFACE
FREQ. FREQUENCY
FT. FEET, FOOT
FTG. FOOTING

FXC FIRE EXTINGUISHER & CABINET
GA. GAUGE
GALV. GALVANIZED
G.I. GALVANIZED IRON (STEEL)
GUN. FUNITE
GYP. GYPSUM
GYP. BD. GYPSUM BOARD
H.B. HOSE BIBB
H.C. HOLLOW CORE

HD DEAD
H.M. HOWLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
I. IRON
I.D. INSIDE DIAMETER
INC. INCORPORATED
INSUL. INSULATION

INT INTERIOR
JT. JOINT
JST. JOIST
K. KITCHEN
LAM. LAMINATED
LAM. PLAS. LAMINATED PLASTIC
LAV. LAVATORY
LT. LIGHT
LVR. LOUVER
M.C. MEDICINE CABINET
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFG. MANUFACTURE
M.H. MAN HOLE
MIN. MINIMUM
MIR. MIRROR
MTG. MOUNTING
MTL. METAL
N. NORTH
NAT. NATURAL
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.T.S. NOT TO SCALE

O/ OVER
O.C. ON CENTER
O.D. OVERFLOW DRAIN
O.H. OPPOSITE HAND
OPP. OPPOSITE
O.T.S. OPEN TO STRUCTURE
OV. OVEN
OVHD. OVERHEAD
PB. PUSHBUTTON

PL PLATE

P PROPERTY LINE
PLAS. PLASTER
PL. GLS. PLATE GLASS
PLAST. PLASTER
PLYWD. PLYWOOD
PNL. PANEL
PR. PAIR
PRCST. PRECAST
PREFAB. PREFABRICATED
% PERCENT
QRY. QUARRY
QTY. QUANTITY
RAD. RADIUS
R. RISER
R.A.G. RETURN AIR GRILLE
RD. ROAD
R.D. ROOF DRAIN
RDWD. REDWOOD
RECP. RECEPTABLE
REF. REFERENCE
REF. REFRIGERATOR
REG. REGISTER
REINF. REINFORCEMENT

REQ'D REQUIRED
RES. FLR. RESILIENT FLOORING
RET. RETAINING
RF. ROOF
RF'G. ROOFING
RM. ROOM
RO. ROUGH
R.O. ROUGH OPENING
RUB. RUBBER
R.B. RUBBER (RESILIENT) BASE
S. SOUTH
S.C. SOLID CORE
S.D. STORM DRAIN
SHT. SHEET

SHT'G SHEATHING
SIM. SIMILAR

S&P SHELF AND POLE
SPECS. SPECIFICATIONS
SPRKL. SPRINKLER
SQ. IN. SQUARE INCH
SQ. FT. SQUARE FOOT
ST. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
SIM. SIMILAR
S4S SMOOTH FOUR SIDES

T TREAD

T&B TOP AND BOTTOM
T.B. TOP OF BEAM
T.C. TOP OF CURB
T.C. TOP OF CONCRETE
T.G. TOP OF GRATE

TEL TELEPHONE
TEMP. TEMPERED

T&G TONGUE AND GROOVE
THK. THICK

THRESH THRESHOLD
T.P. TOP OF PAVING
T.S. TOP OF SHEATHING
T.W. TOP OF WALL
TYP. TYPICAL

UL UNDERWRITER'S LABEL
ULT. ULTIMATE
UNFIN. UNFINISHED
U.R.F. UNDER ROOF FRAMING
V.A.T. VINYL ASBESTOS TILE
VENT. VENTILATOR
VERT. VERTICAL
VIT. VITREOUS
VOL. VOLUME
V.T. VINYL TILE
W. WEST

W/ WITH
W.C. WATER CLOSET
WD. WOOD

W WIDE FLANGE (STEEL)
W.G. WIRE GLASS
W.H. WATER HEATER
W.I. WROUGHT IRON

W/O WITH OUT
WP. WATERPROOFING

WS WEATHERSTRIPPING
W.S.P. WET STANDPIPE
WT. WEIGHT
YD. YARD

ARCHITECTURAL SYMBOLS LEGEND GENERAL NOTES

1. SITE DEVELOPMENT
A. GRADE AND DEVELOP SITE SUCH THAT ALL PRIMARY BUILDING ENTRANCES ARE ACCESSIBLE TO THE PHYSICALLY DISABLED FROM THE PUBLIC WAY AND DISABLED PARKING PROVIDED.

B. ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES AND SPACES ON THE SAME SITE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE C. IF AN ACCESSIBLE ROUTE HAS A CHANGE IN LEVEL GREATER THAN 1/2", THEN A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT SHALL BE PROVIDED.

D. ALL WALKS, HALLS, CORRIDORS, AISLES, AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 48 INCHES AND A CLEAR HEIGHT OF 80 INCHES.

2. WALKS AND SIDEWALKS
A. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.

B. ALL SIDEWALKS SHALL BE STABLE, FIRM AND SLIP RESISTANT.

C. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:48 (CBC 11B-403.3).

D. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE.

GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE GRATING SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.

E. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVELS NOT EXCEEDING 1/4" MAY BE VERTICAL.

F. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS OR RAMPS AS REQUIRED.

G. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" SQUARE AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.

H. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 5%, IT MUST COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS (PER CBC 11B-405).

I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS NOT EXCEEDING 400 FEET.

3. ENTRANCES AND DOORWAYS
A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE DISABLED.

B. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE "ISA" SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN WAYS.

C. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF TRAVEL, SHALL

BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING

BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

D. HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE THE FLOOR (CBC 11B-404.2.7).

E. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE DIRECTION OF THE DOOR SWING AND A MINIMUM 44" SQUARE OPPOSITE THE DIRECTION OF DOOR SWING (48" IF THE DOOR HAS BOTH LATCH AND CLOSER). THE SQUARES SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE I BELOW FOR STRIKE SIDE REQUIREMENTS.

F. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS AND THE PRIMARY ENTRANCE TO THE DWELLING UNIT.

G THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER THAN 1:2.

H. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT SLIDING AND POCKET DOORS SHALL HAVE A

SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR EXTERIOR DOORS AND 5 LBS

FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. THE AUTHORITY

HAVING JURISDICTION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHIEVE POSITIVE LATCHING, BUT NOT TO EXCEED 15 LBS MAX.

J. EXIT DOORS MUST OPEN FROM THE INSIDE WITHOUT A KEY, OR ANY SPECIAL KNOWLEDGE OR EFFORT.

EXIT DOORS FROM BUILDINGS OR ROOMS SERVING 10 OR FEWER OCCUPANTS MAY HAVE A NIGHT LATCH,

DEADBOLT OR SECURITY CHAIN, AS LONG AS THE DOORS CAN STILL BE OPENED FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. IN ADDITION, THESE DEVICES ARE NOT MOUNTED MORE THAN 48" ABOVE THE FLOOR. MANUALLY OPERATED EDGE BOLTS, SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND AUTOMATIC

FLUSH BOLTS ARE USED, THE DOOR LEAF WITH THE FLUSH BOLT MUST HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF MUST NOT REQUIRE MORE THAN ONE OPERATION.

K. EVERY REQUIRED EXIT MUST BE LARGE ENOUGH TO PERMIT A DOOR AT LEAST 3'-0" WIDE BY 6'-8" HIGH.

EXIT DOORS SHALL OPEN AT LEAST 90 DEGREES AND PROVIDE A CLEAR WIDTH OF AT LEAST 32".

L. THRESHOLDS AT ALL EXTERIOR DOORS SHALL BE NO HIGHER THAN 1/2". SUCH THRESHOLDS SHALL BE BEVELED NO GREATER THAN 1:2.

M. THE FLOOR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 1/8" PER FOOT IN THE DIRECTION AWAY FROM THE PRIMARY ENTRANCE FOR DRAINAGE.

N. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS.

4. STAIRWAYS
A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. STAIRWAYS SHALL HAVE INTERMEDIATE

HANDRAILS WHERE REQUIRED SUCH THAT ALL PORTIONS OF THE STAIRWAY WIDTH REQUIRED FOR EGRESS CAPACITY ARE WITHIN 30 INCHES OF A HANDRAIL. INTERMEDIATE HANDRAILS SHALL BE

SPACED AT EQUAL INTERVALS WITHIN THE WIDTH OF THE STAIRWAY AND BE CONTINUOUS FOR THE ENTIRE LENGTH.

B. HANDRAILS MUST BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS AND MUST EXTEND IN THE DIRECTION OF THE STAIR RUN FOR AT LEAST 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING.

C. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEWEL POST OR SAFETY TERMINAL.

D. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2-INCH BETWEEN THE WALL AND THE HANDRAIL.

E. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4-INCHES NOR MORE THAN 1 1/2-INCHES IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING

SURFACE AND SHALL HAVE A SMOOTH SURFACE WITH NO SHARP OR ABRASIVE CORNERS AND ALL EDGES MUST HAVE A MINIMUM 1/8" RADIUS.

F. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR THE FULL WIDTH OF THE TREAD AT LEAST 2-INCHES WIDE PLACED PARALLEL TOAND NOT MORE THAN 1-INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.

G. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2-INCHES WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1-INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE.

H. ALL TREAD SURFACES SHALL BE SLIP RESISTANT.

I. TREADS SHALL HAVE A SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE).

J. NOSING SHALL NOT PROJECT MORE THAN 1-1/4 INCH PAST THE FACE OF THE RISER BELOW.

K. STAIR RISERS SHALL BE SOLID PER CBC 11B-504.

5. SANITARY FACILITIES
A. WHEELCHAIR ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT

HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.

B. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR.

THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT.

C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14-INCHES FROM THE WALL AND AT A MAXIMUM OF 17-INCHES ABOVE THE FLOOR SHALL BE PROVIDED.

D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT.

E. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.

F. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.

SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

G. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM GLASS EDGE NOT MORE THAN 40-INCHES ABOVE THE FLOOR.

H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR.

I. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION WITHIN 7" TO 9" TO

CENTERLINE FROM THE FRONT EDGE OF THE TOILET SEAT, MOUTED BELOW THE GRAB BAR, AT A MINIMUM HEIGHT OF 19 INCHES, AND 36 INCHES MAXIMUM TO THE FAR EDGE FROM THE REAR WALL.

DISPENSERS SHALL PERMIT CONTINUOUS FLOW AND NOT CONTROL DELIVERY (CBC 11B-604.7).

J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LB. PER CBC 1607A.8.2.

K. GRAB BARS:

1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.

2. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2".

3. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.

4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

5. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".

6. SWITCHES CONTROLS AND ELECTRICAL OUTLETS
A. RECEPTACLE OUTLETS SHALL BE 15" MIN ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX PER CBC 11B-308.1.2.

B. SWITCHES SHALL BE 48" MAX. ABOVE THE FINISHED FLOOR TO THE TOP OF THE BOX (11B-308.1.1).

C. IF REACH IS OVER AN OBSTRUCTION ( FOR EXAMPLE, A BASE CABINET ) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. THE OBSTRUCTION MAY NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH THE CONTROL.

D. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.

E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A MEANS OF WARNINGTHE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE.

1. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN

INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF SVA ARCHITECTS, AND ARE

NOT TO BE USED, IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF SVA ARCHITECTS.

2. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WAS PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SVA ARCHITECTS INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS SVA ARCHITECTS INC. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.

4. FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT:

A. GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2016 CALIFORNIA FIRE CODE TITLE 24, PART 9, CHAPTER 33.

B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH SECTION 1410.

C. WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE OPERATIONAL IN ACCORDANCE WITH SECTION 1412.

D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL NOT BLOCK ACCESS TO BUILDINGS, HYDRANTS OR FIRE APPLIANCES.

E. ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF SECTIONS 1405, 1411, 1413, AND 1415.

G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE BUILDING OFFICIAL AND WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS. FIRE WATCH SHALL

REMAIN IN EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL.

5. PENETRATIONS TO FIRE RATED MATERIALS OR ASSEMBLIES SHALL BE RESTORED TO EQUAL RATING. FIRE STOP SYSTEMS AS LISTED BY UNDERWRITERS LABORATORIES SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL BE AS SPECIFIED.

6. STATEMENT (TITLE 24, PART 6): NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE: THE

DESIGN INDICATED HEREIN COMPLIES WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THE

PROPOSED BUILDING(S) WILL BE IN COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS

PROVIDED IT (THEY) IS (ARE) BUILT ACCORDING TO THESE DRAWINGS AND SPECIFICATIONS AND

PROVIDED ANY FUTURE IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE PLANS AND SPECIFICATIONS

HAVE BEEN PREPARED TO INCLUDE ALL SIGNIFICANT ENERGY CONSERVATION FEATURES REQUIRED FOR COMPLIANCE WITH THE STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE PLANS.

ENVELOPE MANDATORY MEASURES:

A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.

B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF [TITLE 24, PART 2, CALIFORNIA BUILDING CODE, SECTIONS 719 AND 2603.]
C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL AND

OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED.

D. SITE CONSTRUCTED DOORS, AND WINDOWS SHALL BE CAULKED BETWEEN THE UNIT AND THE

BUILDING, AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS).

E. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1.

F. MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE OF THE BUILDING, INCLUDING,

BUT NOT LIMITED TO, WINDOWS, SLIDING GLASS DOORS, FRENCH DOORS, SKYLIGHTS, CURTAIN

WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR U-VALUE IN ACCORDANCE WITH THE (NFRC) NATIONAL FENESTRATION RATING COUNCIL'S INTERIM U-VALUE RATING PROCEDURE.

G. DEMISING WALL INSULATION SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS).

7. INSPECTOR OF RECORD REQUIREMENTS: A. ONE OR MORE INSPECTORS EMPLOYED BY THE OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS WILL BE ASSIGNED TO THE WORK. THE INSPECTORS DUTIES ARE SPECIFICALLY DEFINED IN SECTION 4-342 OF SAID TITLE 24, PART 1 AND IN ADDITION SHALL BE AS STIPULATED IN INTERPRETATION OF REGULATION DOCUMENT IR A-8. B. INSPECTOR SHALL BE CERTIFIED AS A CLASS [2] INSPECTOR THROUGH THE DIVISION OF THE STATE ARCHITECT INSPECTOR EXAMINATION PROGRAM. INSPECTOR SHALL ALSO BE SPECIFICALLY APPROVED BY THE DIVISION OF THE STATE ARCHITECT FOR THIS PROJECT AT LEAST 10 DAYS PRIOR TO THE START OF ANY WORK FOR THIS PROJECT.

8. ALL WORK SHOWN ON THESE DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR).

9. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A CCD APPROVED BY THE DIVISION OF THE STATE ARCHITECT.

10. GRADING PLANS, DRAINAGE IMPRPOVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIROMENTAL HEALTH CONCIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

11. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS.

12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. ALL ENGINEERING SHALL COMFORM WITH ALL APPLICABLE MUNICIPAL,

STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS.

13. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK.

14. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. FINISH

FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE.

15. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD

THERE BE ANY DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE CONSULTING ENGINEER'S

DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY

WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY

THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.

16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING

ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

17. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL SIMILAR CASES UNLES SPECIFICALLY INDICATED OTHERWISE.

18. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE DISPOSED OF OFFSITE AND SHALL NOT BE ALLOWED TO ACCUMULATE.

19. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 01 30 00 OF SPECIFICATIONS AND AS REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS.

20. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION SHALL BE IN ACCORDANCE WITH SECTION 01 60 00 OF SPECIFICATIONS.

21. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCT-WORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.

22. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH.

24. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING, SELF-LATCHING ASSEMBLIES WITH SMOKE AND DRAFT SEALS AT HEAD AND JAMBS. DOOR ASSEMBLY RATINGS SHALL BE AS INDICATED ON DOOR AND ACTIVATED BY SMOKE DETECTORS.

25. INSTALL METAL CORNER BEADS AT ALL EXPOSED GYPSUM BOARD EDGES INSTALL CASING BEADS WHEREVER GYPSUM BOARD, PLASTER, ETC. ABUTS DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED.

26. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL COLUMNS AND EXTERIOR PERIMETER WALLS UNLESS OTHERWISE NOTED. WELD FURRING CHANNELS TO STEEL COLUMN PRIOR TO FIRE PROOFING WHEN REQUIRED.

27. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING

BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ROOM ACCESSORIES

AND PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT.

28. ALL GLAZING SHALL COMPLY WITH THE CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS (C.P.S.C.), CFC, AND CBC.

29. CONTACT BETWEEN DISSIMILAR METAL SHALL BE PROTECTED.

30. ALL DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS, ETC.

SHALL BE TAKEN OFF DOOR. ALL DOORS AND FRAME SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE.

31. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL.

32. ALL WOOD TRIM, SPACER, FILLER, ETC., THROUGHOUT JOB SHOULD BE FIRE TREATED.

33. INSPECTION AND TESTING LABORATORY MUST BE IN THE EMPLOY OF THE OWNER, NOT THE CONTRACTOR.

34. MINIMUM HEADROOM CLEARANCE AT STAIRS SHALL BE 6'-8" MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE TREAD NOSING TO THE SOFFIT ABOVE AT ALL POINTS.

35. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEGE. LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.

36. EXIT SIGNS SHALL HAVE 6" MINIMUM HEIGHT LETTERS AND SHALL CONFORM TO SECTION 1013 OF THE CALIFORNIA BUILDING CODE.

37. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL CONSTRUCTION LOCATED

AS REQUIRED BY INSTALLATION OF MECHANICAL PLUMBING, AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE RATED ASSEMBLIES IN RATED WALLS AND CEILINGS AND SHALL BE APPROVED BY BUILDING INSPECTOR PRIOR TO INSTALLATION.

38. FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED BUT IN NO CASE SHALL THE

LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR SHAFTS (CBC SECTION 1008).

39. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED

TO DECEND UNLESS A PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT.

40. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

41. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR SHALL BE GLASS APPROVED FOR IMPACT HAZARD.

42. ALL LIGHT GAUGE METAL STUDS AND BRACING SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE.

43. INSTALLATION OF SHORING, UNDERPINNING, AND/OR SLOT CUTTING EXCAVATIONS SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER.

44. ALL CONSTRUCTION SHALL PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.

45. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS TO

THE OWNER SINCE PROPOSALS MUST TAKE INTO CONSIDERATION ALL SUCH CONDITIONS THAT MAY AFFECT THE WORK. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITION SHALL BE REPORTED TO THE ARCHITECT. REVISED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY WORK.

46. CONTRACTORS SHALL PROVIDE AND INSTALL ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED.

47. ALL GYPSUM WALL BOARD TO BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED FOR SPECIFIC WALL CONSTRUCTION.

48. THERMAL INSULATION SHALL BE PROVIDED PER TYPICAL ASSEMBLIES NOTED ON DRAWINGS. REFER TO SPECS FOR PRODUCT INFORMATION.

49. PROVIDE TEMPERED GLASS AT LOCATIONS REQUIRED BY CBC SECTION 2406 AND BY OTHER APPLICABLE CODE.

50. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER THE SIDEWALK

51. DOORS SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED CORRIDOR WIDTH WHEN FULLY OPENED OR MORE THAN ONE HALF INTO THE REQUIRED WIDTH WHEN IN ANY POSITION. (CBC SECTION 1005.7.1)

52. PUBLIC HALLWAYS AND EXIT COURT PASSAGEWAYS TO HAVE 7'-0" CLEAR HEIGHT TO LOWEST PROJECTION. (CBC SECTION 1005.3)

53. OCCUPANCY LOAD SIGNS SHALL BE POSTED IN EACH CLASSROOM, ASSEMBLY ROOM, OR SIMILAR PURPOSE ROOM, HAVING AN OCCUPANT LOAD OF 50 OR MORE.

54. DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS SHALL BE PROTECTED WITH A COMBINATON FIRE SMOKE DAMPERS PER CBC SECTION 714.

55. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ENGINEER WHOSE SIGNATURE APPEARS HEREON.

56. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

57. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE ARCHITECT IS NOT RESPONSIBLE FOR THE

LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR

REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK.

58. THE PROJECT APPLICANT SHALL COMPLY WITH THE REQUIREMENTS OF THE ENGINEERING DIVISION FOR ALL PUBLIC IMPROVEMENTS.

ACCESSIBILITY NOTES
60" M
A
X. A
F
F
58" MIN. A
F
F
F.F.

NOTE:

1. AT ALL DOUBLE DOORS, LOCATE

SIGNAGE ADJACENT TO JAMB OF
INACTIVE LEAF OF DOOR PAIR. PROVIDE
90 DEGREE INHIBITOR TYPE CLOSER ON
INACTIVE DOOR.

2. SEE DOOR SCHEDULES FOR TYPE OF
DOOR SIGNAGE AT ALL DOORS.

3. SEE REQUIRED ROOM SIGNAGE
DETAILS FOR REQUIRED HEIGHT.

RESTROOM SYMBOL @ ALL

RESTROOM DOORS, SEE DETAIL
CL
CL

REQUIRED ROOM OR ACCESSIBLE ENTRY

SIGNAGE PER DETAILS
9"
EQ EQ
CL

SEE PLANS AND DOOR SCHEDULES FOR

SIGNAGE TYPE AT EACH DOOR
3 GEN-4
2 GEN-4
4 GEN-4
7 GEN-4
6 GEN-4
8 GEN-4
18" MIN.
18" MIN.

FIGURE 11B-703.4.2

LOCATION OF TACTILE SIGNS AT DOORS

45.00°

CENTERED

ON TACTILE

CHARACTERS
2' - 0" @ EXT.
1' - 6" @ INT.

CHARACTER PROPORTIONS STROKE PROPORTION
CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL
BE USED WHEREVER BRAILLE IS REQUIRED.

INDIVIDUAL BRAILLE DOTS SHALL EACH BE DISTINCT
AND SEPARATE. EACH DOT SHALL BE ROUNDED OR

DOMED IN LIEU OF SQUARE SIDED AND FLAT
TOPPED. PER CBC TABLE 11B-703.3.1, DOT BASE
DIAMETER SHALL BE 0.059" TO 0.063", DISTANCE

BETWEN TWO DOTS IN THE SAME CELL SHALL BE

0.100", DISTANCE BETWEEN CORRESPONDING DOTS
IN ADJACENT CELLS SHALL BE 0.300", DOT HEIGHT
SHALL BE 0.025" TO 0.037", AND DISTANCE BETWEEN

CORRESPONDING DOTS FROM ONCE CELL
DIRECTLY BELOW SHALL BE 0.395" TO 0.400"

WIDTH TO HEIGHT PROPORTION TEMPLATE

BRAILLE SPACING TEMPLATE PER CALIFORNIA BUILDING CODE (CBC) AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2.

RAISED CHARACTERS ON SIGNS SHALL BE

SELECTED FROM FONTS WHERE THE WIDTH
OF THE UPPERCASE LETTER "O" IS 60
PERCENT MINIMUM AND 110 PERCENT

MAXIMUM OF THE HEIGHT OF THE
UPPERCASE LETTER "I".

STROKE THICKNESS OF THE
UPPERCASE LETTER "I" SHALL BE
10% MINIMUM AND 20% MAXIMUM OF
THE HEIGHT OF THE CHARACTER.

H
110% H - MAX.
60% H - MIN
H
20% H MAX.
10% H MIN.
5/16"
FIGURE 11B-703.3.1

BRAILLE MEASUREMENT
3/32"
3/32" 13/32"
1/16"

DISTANCE BETWEEN

CORRESPONDING DOTS

IN ADJACENT CELLS

DISTANCE

BETWEEN

DOTS IN THE

SAME CELL

DISTANCE

BETWEEN

CORRESPONDING

DOTS FROM ONE

CELL DIRECTLY
BELOW
SINGLE

BRAILLE CELL

BLANK CELL SPACE

BETWEEN WORDS

RAISED DOT

BASE DIAMETER

NO RAISED DOT

DISTANCE BETWEEN

DOTS IN THE SAME CELL

1. MEASURED CENTER TO CENTER.

VISUAL CHARACTERS TO COMPLY WITH CBC SECTION 11B-703.5
4"
8"

MAXIMUM

OCCUPANCY
XXX
1/4" THICK LAMINATED ACRYLIC

SIGN, CONSTRUCTION PER SPECS
TEXT: "MAXIMUM OCCUPANCY", 7/8"
HIGH LETTERING, NUMBER IN 1"

HIGH NUMERALS
FONT: AVANT GARDE (SANS SERIF)
70" M
A
X. A.F.F.
40" MIN. A.F.F.
1 EXIT
/2" M
AX
3/8" MIN
60" M
A
X. A.F.F.
6"
4 1/2"
TEXT:
"EXIT", 1" HIGH LETTERS RAISED MIN 1/32"

ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R 1/2"
BRAILLE:

CALIFORNIA ROUNDED TOP CONTRACTED
GRADE 2 BRAILLE DOTS
NON-GLARE BACKGROUND OF 70% CONTRASTING

COLOR TO TEXT - TBD
NOTE:

PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERS.

PROVIDE ADHESIVE MOUNTING

SYSTEM WHEN ATTACHED TO
GLAZING.
48" MIN. A.F.F.

MIN.
1/2"
5 GEN-4

FOR TACTILE TEXT AND BRAILLE
REQUIREMENTS SEE DTL.

NO SMOKING
1/4"
8 1/2" 1/4"
9"
1/4" 5 1/2" 1/4"
6"
4 1/2"
BRAILLE FONT:

CALIFORNIA ROUND TOP
CONTRACTED GRADE 2 BRAILLE DOTS
TEXT: "NO SMOKING"
5/8" HIGH LETTERS,
FONT: AVANT GARDE (SANS SERIF)

NO-SMOKING SYMBOL
MIN.
3/8"
48" MIN. A.F.F.
1/2" M
AX.
3/8" MIN.

FOR TACTILE TEXT AND BRAILLE
REQUIREMENTS SEE DTL. 5
GEN-4

FIRE SPRINKLER

RISER ROOM
6"
1' - 0"
1/4" THICK LAMINATED

ACRYLIC SIGN,
BACKGROUND COLOR:

RED
1" HIGH WHITE

LETTERING,
FONT: AVANT GARDE
(SANS SERIF)

OF THE LO

WEST BR
AILLE
48" MIN. A.F.F.

MEASURED FROM THE BASELINE
BRAILLE:

CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE DOTS

OF THE HIGHEST R
AISED
CHA
R
A
CTER
60" MAX. A.F.F.

MEASURED FROM THE BOT.

FOR TACTILE TEXT AND BRAILLE
REQUIREMENTS SEE DTL.
1/2" RADIUS
CORNER, TYP.
5 GEN-4
NOTE:

1. PROVIDE MECHANICAL FASTENERS

FOR MOUNTING W/VANDAL RESISTANT
FASTERNERS.
60" M
A
X. AFF
58" MIN. AFF
F.F.

FIRE ALARM PANEL LOCATED INSIDE

NOTE ON THE DOOR PER
CL
EQ EQ
CL
21 GEN-4
1/4"

RED ACRYLIC

PLASTIC
WHITE VINYL (1ST

SURFACE)

RADIUS CORNER,
TYP.

FIRE ALARM
1' - 3 3/4"
2' - 2 1/4"
3 7/8"
2" 1" 2" 1" 2"
3 7/8"

PANEL LOCATED
INSIDE
TYP.

R
1/2"
60" M
A
X. A.F.F.
48" MIN. A.F.F.

GRADE
NOTE: BACKGROUND COLOR TO BE RED

VINYL LETTERING TO BE WHITE
6"
1/4"

CLEAR ACRYLIC PLASTIC

OPAQUE COLORED ACRYLIC

PLASTIC BACKING

GRAPHIC PAINTED ON INTERIOR

FACE OF CLEAR PLASTIC
11 9/16" 12" EA. SIDE
RADIUS CORNER, 1/16 R.TYP.

BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR. WHEN ISA IS USED,
COLOR TO BE BLUE IN COLOR EQUAL TO 15090
PER FEDERAL STD. 595C

INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
MENS
NOTE:

ATTACH SIGNS USING THREE FLATHEAD VANDAL RESISTANT
COUNTERSUNK SCREWS AND ADHESIVE. SIGNS SHALL BE
CENTERED ON THE DOOR AND MOUNTED BEING A 4'-10"
MINIMUM AND A 5'-0" MAXIMUM ABOVE FINISH FLOOR LINE TO
CENTER OF SIGN.
1/4" OVERALL THICKNESS

GEOMETRIC DOOR SYMBOL TRIANGLE SHALL
HAVE NO SHARP CORNERS. 1/8"-1/4"
RADIUSED VERTICES. AS PER 11B-703.7.2.6.4
1' - 0" DIA.
6"

CLEAR ACRYLIC PLASTIC

OPAQUE COLORED ACRYLIC

PLASTIC BACKING

GRAPHIC PAINTED ON INTERIOR

FACE OF CLEAR PLASTIC

BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR. WHEN ISA IS USED,
COLOR TO BE BLUE IN COLOR EQUAL TO 15090
PER FEDERAL STD. 595C

INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
WOMEN
NOTE:

GEOMETRIC DOOR SYMBOL SHALL HAVE NO
SHARP EDGES. 1/16" RADIUSED EDGE. AS PER
11B-703.7.2.6.4
5 11/16"
1/4" 1/4"

CLEAR ACRYLIC PLASTIC

OPAQUE COLORED ACRYLIC

PLASTIC BACKING

GRAPHIC PAINTED ON INTERIOR

FACE OF CLEAR PLASTIC
RADIUS CORNER, 1/16" R. TYP. AS PER
11B-703.7.2.6.4

BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR. WHEN ISA IS USED,
COLOR TO BE BLUE IN COLOR EQUAL TO 15090
PER FEDERAL STD. 595C

COLOR OF CIRCLE SHALL CONTRAST WITH

BOTH THE TRIANGLE COLOR AND THE DOOR
COLOR

INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
PER 11B-703.7.2.1 CBC 2016 GENDER NEUTRAL
NOTE:

GEOMETRIC DOOR SYMBOL TRIANGLE
SHALL HAVE NO SHARP CORNERS. 1/8"-1/4"
RADIUSED VERTICES AS PER 11B-703.7.2.6.4
7"
9"
MEN
5"
31/32"
1/2" M
A
X.
3/8" MIN
1/2" MIN.
48" MIN
A
F
F
5" HIGH PICTOGRAM & 1" HIGH

TACTILE LETTER, WHITE
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
MEN
BACKGROUND COLOR:

TBD
BRAILLE: CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE
CL
60" M
AX
A
F
F
5 GEN-4
NOTE: SEE DETAIL

FOR TACTILE TEXT REQUIREMENTS
7"
9"
WOMEN
5"
31/32"
1/2" M
A
X
3/8" MIN
48" MIN
A
F
F
5" HIGH PICTOGRAM & 1" HIGH
TACTILE LETTER, WHITE, FONT:

AVANT GARDE (SANS SERIF)
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
WOMEN
BACKGROUND COLOR:

TBD
BRAILLE: CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE
1/2" MIN.

CL
60" M
AX
A
F
F
5 GEN-4
NOTE: SEE DETAIL

FOR TACTILE TEXT REQUIREMENTS

RESTROOM
9"
3/8" MIN1/2" MIN
1/2" MIN.

BRAILLE: CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE
5" HIGH PICTOGRAM & 1" HIGH

TACTILE LETTER, WHITE
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
BACKGROUND COLOR:

TBD
CL
48" MIN AFF
9"
60" M
AX
A
F
F
5 GEN-4
NOTE: SEE DETAIL

FOR TACTILE TEXT REQUIREMENTS
6"
1/4" 5 1/2" 1/4" 1/4" 5 1/2" 1/4"
6"
5'-0" A.F.F.

INTERNATIONAL SYMBOL

OF ACCESSIBILITY W/

WHITE SYMBOL GRAPHICS

BACKGROUND COLOR -

BLUE IN COLOR EQUAL TO
FS-15090 PER FEDERAL STD. 595C
1/4" WHITE BORDER
1/2" CORNER RADIUS
NOTE:

PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERS.

PROVIDE ADHESIVE MOUNTING

SYSTEM WHEN ATTACHED TO
GLAZING.

NAME
1/4" VARIES 1/4"
1/4" 4 1/2" 1/4"
5"
60" M
AX. A.F.F.

BRAILLE FONT:

CALIFORNIA ROUND TOP CONTRACTED GRADE 2
BRAILLE DOTS 1/10" O.C., 2/10" BETWEEN CELLS,
RAISED MIN. 1/40" ABOVE BACKGROUND. SEE12/GEN-7
ROOM NAME AND NUMBER TEXT:
1" HIGH LETTERS, RAISED MIN 1/32" ABOVE
BACKGROUND; FONT: AVANT GARDE (SANS SERIF,

UPPER CASE), WHITE

CENTER TEXT & BRAILLE ON SIGN
NOTE:

1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT
FASTENERS. PROVIDE ADHESIVE MOUNTING SYSTEM WHEN
ATTACHED TO GLAZING.

2. PRIMARY ENTRANCES TO RECEIVE ROOM IDENTIFICATION

SIGN, SECONDARY ENTRANCES TO HAVE ROOM NUMBER
U.N.O., REFER ACCESSIBILITY PLAN AND DOOR SCHEDULE

3. SEE DETAIL 5/-

FOR TACTILE TEXT REQUIREMENTS
1"
1/2"
MIN.
1"
#
3/8" MIN
1/2" MAX

BACKGROUND COLOR - TBD
48" MIN. A.F.F.

EXIT
ROUTE
60" M
AX. A.F.F.
6"
4 1/2"
TEXT: COLOR
"EXIT ROUTE", 1" HIGH LETTERS RAISED MIN 1/32"

ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R 1/2"
BRAILLE:

CALIFORNIA ROUNDED TOP CONTRACTED
GRADE 2 BRAILLE DOTS SEE DTL.

NON-GLARE BACKGROUND OF 70%

CONTRASTING COLOR TO TEXT - TBD
NOTE:

1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT
FASTENERES. PROVIDE ADHESIVE MOUNTING SYSTEM
WHEN ATTACHED TO GLAZING.

2. FOR TACTILE TEXT REQUIREMENTS SEE DETAIL
A = RIGHT-HEADED ARROW
B = LEFT-HEADED ARROW
C = UP ARROW
(AS INDICATED ON PLAN)
48" MIN. A.F.F.
1/2" M
AX
3/8" MIN
1/2" M
AX
3/8" MIN
.
5 GEN-4
5 GEN-4
LINE SPACING 135% MIN - 170% MAX. SUB
RADIUS @ VERTICES EASED / ROUNDED EDGES CHAMFERED EDGES 1/8"
1/8"
1/8" MIN - 1/4" MAX.

FIGURE 11B-703.7.2.6.4

EDGES AND VERTICES ON GEOMETRIC SYMBOLS
1' - 2"
7"
1/4" THICK LAMINATED

ACRYLIC SIGN,

CONSTRUCTION PER SPECS
TEXT: "ASSISTIVE LISTENING
SYSTEM AVAILABLE", 5/8" HIGH

WHITE LETTERS
FONT: AVANT GARDE (SANS
SERIF)

INTERNATIONAL HEARING

ACCESS SYMBOL

PROPORTIONS OF SYMBOL
SHALL MATCH CBC FIG.
11B-703.7.2.4

ASSISTIVE LISTENING

SYSTEM AVAILABLE

PRIOR ARRANGEMENTS MUST BE MADE FOR

EVENTS AFTER NORMAL BUSINESS HOURS
48" MIN
A
F
F
12".
7".

R 1"

INTERNATIONAL SYMBOL OF

ACCESSIBILITY W/ WHITE

SYMBOL & GRAPHICS

ARROW DIRECTION AS INDICATED

GRAPHICALLY ON PLAN
1" HIGH TEXT AS INDICATED ON
PLAN
NOT AN
EXIT
60" M
AX. A.F.F.
6"
4 1/2"
TEXT: COLOR
"NOT AN EXIT", 1" HIGH LETTERS RAISED MIN
1/32" ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R 1/2"
BRAILLE:

CALIFORNIA ROUNDED TOP CONTRACTED
GRADE 2 BRAILLE DOTS SEE DTL.

NON-GLARE BACKGROUND OF 70%

CONTRASTING COLOR TO TEXT - TBD
NOTE:

1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT
FASTENERES. PROVIDE ADHESIVE MOUNTING SYSTEM
WHEN ATTACHED TO GLAZING.

2. FOR TACTILE TEXT REQUIREMENTS SEE DETAIL
48" MIN. A.F.F.
1/2" M
AX
3/8" MIN
1/2" M
AX
3/8" MIN
.
5 GEN-4
5 GEN-4
LINE SPACING 135% MIN - 170% MAX. SUB
EXIT
STAIR
DOWN
60" M
AX. A.F.F.
6"
4 1/2"
TEXT: COLOR
"NOT AN EXIT", 1" HIGH LETTERS RAISED MIN
1/32" ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R 1/2"
BRAILLE:

CALIFORNIA ROUNDED TOP CONTRACTED
GRADE 2 BRAILLE DOTS SEE DTL.

NON-GLARE BACKGROUND OF 70%

CONTRASTING COLOR TO TEXT - TBD
NOTE:

1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT
FASTENERES. PROVIDE ADHESIVE MOUNTING SYSTEM
WHEN ATTACHED TO GLAZING.

2. FOR TACTILE TEXT REQUIREMENTS SEE DETAIL
48" MIN. A.F.F.
1/2" M
AX
3/8" MIN
1/2" M
AX
3/8" MIN
.
5 GEN-4
5 GEN-4
LINE SPACING 135% MIN - 170% MAX. SUB
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

PROJECT SIGNAGE
GEN-4
42 TACTILE SIGNAGE TEMPLATES 1 : 1 5 DOOR ROOM SIGNAGE 1/2" = 1'-0" 1 OCCUPANT LOAD SIGN 3" = 1'-0" 17
TACTILE EXIT SIGN 3" = 1'-0" 13
NO SMOKING SIGNAGE 3" = 1'-0" 22
FIRE RISER ROOM SIGN 3" = 1'-0" 19
DOOR SIGNAGE - FACP VOICE EVAC 1/2" = 1'-0" 20
DOOR SIGNAGE - FAVP 1 1/2" = 1'-0" 21 TOILET ROOM DOOR SIGNAGE - MEN 1 1/2" = 1'-0" 3 TOILET ROOM DOOR SIGNAGE - WOMEN 1 1/2" = 1'-0" 2
TOILET ROOM DOOR SIGNAGE - G/N 1 1/2" = 1'-0" 4
RESTROOM SIGN - MENS 3" = 1'-0" 7
RESTROOM SIGN - WOMEN 3" = 1'-0" 6
RESTROOM SIGN - G/N 3" = 1'-0" 8
ACCESSIBLE ENTRY SIGN 3" = 1'-0" 16
ROOM DESIGNATION SIGN 3" = 1'-0" 9
TACTILE EXIT ROUTE SIGN 3" = 1'-0" 12
EDGES AND VERTICES ON SYMBOLS 3" = 1'-0" 14
ASSISTIVE LISTENING SIGN 3" = 1'-0" 15
DIRECTIONAL ACCESS SIGN 1 1/2" = 1'-0" 18
TACTILE NOT AN EXIT SIGN 3" = 1'-0" 11
TACTILE EXIT STAIR DOWN SIGN 3" = 1'-0" 10

1. RAMPS AND STAIRWAYS
REFER TO ACCESSIBILITY NOTES ON SHEET A00.2 AND ELSEWHERE IN THESE DRAWINGS

2. ENTRANCES AND DOORWAYS: (REFER TO DETAIL )
A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE DISABLED.

B. RECESSED DOOR MATS SHALL BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIRS.

C. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE SIGN (INTERNATIONAL

SYMBOL OF ACCESSIBILITY) AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN WAYS.

D. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE DIRECTION OF THE DOOR SWING AND A MINIMUM 44" SQUARE OPPOSITE THE DIRECTION OF DOOR SWING. THE SQUARES SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE E. BELOW FOR STRIKE SIDE CLEARANCES.

E. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS.

F. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER THAN 1:2.

G. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS CLOSED POSITION. DOOR IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS.

H. WHERE A PAIR OF DOORS, MANUALLY OR AUTOMATICALLY OPERATED, IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING 32" WIDE W/ THE LEAF POSITIONED 90 DEGREES FROM ITS CLOSED POSITION.

I. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH,

UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO OPEN BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR,

WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATED A TRAP OR HAZARDOUS CONDITION.

J. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 5 LB. SUCH PULL OR PUSH

EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE

REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR.

I. LOCATE TOILET TISSUE DISPENSERS ON THE WALL OR PARTITION WITH CENTERLINE BETWEEN 7 AND 9 INCHES FROM THE FRONT EDGE OF THE TOILET.

J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LB. PER LINEAR FOOT LOAD.

K. GRAB BARS (REFER DETAIL ):
1) THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. 2) IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND GRAB BARS SHALL BE 1-1/2".
3) A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.
4) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
5) EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".

L. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

4. DRINKING FOUNTAINS: (REFER TO DETAIL )
A. ON ANY FLOOR WHERE DRINKING FOUNTAINS ARE PROVIDED, AT LEAST ONE FOUNTAIN SHALL BE ACCESSIBLE. SPECIFY ACCESSIBLE DRINKING FOUNTAINS AND SHOW THEM

INSTALLED IN ALCOVES OR IN A LOCATION WHICH DOES NOT ENCROACH INTO A PEDESTRIAN WAY. PROVIDE AT LEAST ONE SET OF DRINKING FOUNTAINS IN EACH "DRINKING FOUNTAIN AREA" WHERE ONE FOUNTAIN IS ACCESSIBLE TO INDIVIDUALS IN WHEELCHAIRS PLUS ONE WHICH IS ACCESSIBLE TO INDIVIDUALS WHO HAVE DIFFICULTY BENDING OR STOOPING.

B. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES IN DEPTH AND THERE SHALL BE

A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27 INCHES IN HEIGHT AND 8 INCHES IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. ADDITIONALLY THERE SHALL BE TOE CLEARANCE OF 9 INCHES IN HEIGHT ABOVE THE FLOOR, AND 17 INCHES IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE.

C. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BY A PERSON WITH DISABILITY SUCH AS A HAND-OPERATED LEVER TYPE LOCATED WITHIN 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER THAT IS AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.

5. NOT USED.

6. SWITCHES, CONTROLS AND ELECTRICAL OUTLETS: (REFER TO DETAIL ) A. THE BOTTOM OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM.

B. THE TOP OF THE OUTLET BOX OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF

THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WORKING PLATFORM.

C. IF REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, A BASE CABINET) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. THE OBSTRUCTION MAY NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH THE CONTROL.

D. THE TOP OF OPERABLE PART OF THE FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK.

E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE.

7. ADDITIONAL COMPLIANCE REQUIREMENTS:

A. COUNTERTOPS AND WORK SURFACES SHALL BE ACCESSIBLE (HEIGHT BETWEEN 28" AND 34" AFF) W/ ACCESSIBLE CLEAR SPACE BELOW PER CBC 11B-902.1.

B. WARNING SYSTEMS SHALL COMPLY WITH NFPA 72 AND 72G (AS AMENDED BY CHAPTER 35) AND SHALL PROVIDE VISUAL ALARMS (I.E. STROBES) IN RESTROOMS, CORRIDORS, MULTIPURPOSES ROOMS, LOBBIES, MEETING ROOMS, AND ANY OTHER COMMON USE ROOMS (CBC 1007.12).
5 GEN-4
4 GEN-4
7 GEN-4
3 GEN-4
2 GEN-4

3. SANITARY FACILITIES: (REFER TO DETAIL )
A. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN

AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" INCHES WHEN LOCATED AT THE END AND 34" INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES AWAY FROM ITS CLOSED POSITION.

C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL AND AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR SHALL BE PROVIDED.

D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT.

E. HOT WATER AND ALL DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.

F. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

G. MIRRORS SHALL BE MOUNTED WITH THE LOWEST REFLECTIVE EDGE NOT MORE THAN 40 INCHES ABOVE THE FLOOR.

TYPICAL LANDING
5' - 0" ' MIN.
32" MIN. CLR.

CLOSERS AND LATCH
12" MIN. CLR. @ DOORS W/

LEVEL LANDING AT BOTH SIDES OF DOOR -
TYPICAL ALLOWABLE SLOPE AT EXTERIOR 2%
MAX SLOPE ALLOWED IN ALL DIRECTIONS.
24" MIN. CLR @ EXT. DOORS
18" MIN. CLR @ INT. DOORS

TYPICAL LANDING
5' - 0" MIN.

PULL SIDE
4' - 0" MIN.

PUSH SIDE

TYPICAL LANDING
5' - 0" ' MIN.
4' - 0"
32" MIN. CLR.
36" MIN.

PULL SIDE

PUSH SIDE

FRONT APPROACH HINGE APPROACH

LATCH APPROACH

TYPICAL LANDING
5' - 0" ' MIN.
4' - 0"
44" @ DOORS WITHOUT
CLOSER
48" @ DOORS WITH
CLOSER
32" MIN. CLR.
24" MIN.

PULL SIDE

PUSH SIDE
44" @ DOORS WITHOUT BOTH CLOSER & LATCH
48" @ DOORS WITH

CLOSER & LATCH
22" MIN.
24" MIN.

NO DOOR - FRONT APPROACH
NO DOOR - SIDE APPROACH 48" 42"
32" MIN. CLR
32" MIN. CLR

IF OPENINGS

LESS THAN
36" CLR

IF OPENINGS

LESS THAN
36" CLR

WALL STUD TYPE PER PLAN

THE GRAB BAR SHALL BE CAPABLE OF
WITHSTANDING A SHEAR FORCE OF 250# WITHOUT

BENDING OR PULLING OUT OF THE WALL
2" DIA. MAX.
1 1/4" DIA. MIN.
1 1/2"
5/8" TYPE "X' GYP. BD.
(2) LAG SCREWS EA.

ATTACHMENT POINT
4x6 BLOCKING FOR
STRUC. SUPPORT
1' - 6"
A. 20" TO 25"
A. 48" CLR MIN.

B. 36" CLR MIN.

B. 24" MAX.

AISLE WIDTH
A. 44" MAX. 3' - 0 11/16"
B. 46" MAX.

ELEVATION
3' - 6" U.N.O.
8" MIN.

ELEC.

SWITCH

T-STAT / FIRE ALARM

PULL BOX
1' - 3"
MIN.

TELE/CRT
POWER
1' - 0" MAX.
1' - 0"
2'-0" AT PARTY WALLS AND

AREA SEPARATIONS OUTLETS SECTION

HORIZONTAL METAL STRAP

BETWEEN STUDS
1' - 0" MAX.

TELE/DATA/POWER

J-BOXES
4' - 0"
4' MAX.
20" TO 25"
11" MIN.
8" MIN.

KNEE

CLEARANCE
9" MIN.
44" MAX.
>20"-25" MAX.
48" MAX.
20" MAX.

FIGURE 11B-308.2.2

OBSTRUCED HIGH FORWARD REACH
28"-34"28"-34"
19"-25"
30"x48"
CLR. SPACE

BABY CHANGING TABLE
KNEE AND TOE CLR. PER 11B-306
B. SIDE APPROACH OF ACCESSIBLE COUNTER HT.

REACH OVER OBSTRUCTION
TYP. WALL MOUNT DIMENSION
A. FORWARD APPROACH (KNEE TOE SPACE COMPLY WITH
CBC 11B-306.2 AND 11B.306.3 SIDE UNDER COUNTER)
8" MIN.
9"
17" MIN. 8" MAX.
34" M
A
X.
@
A
P
R
O
N
29" MIN.
34" M
A
X.
6"
27" MIN.

INSULATED
PIPES

SECTION ELEVATION
LAVATORY NOTES:

1. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE LAVATORY.

2. ALL WATER & DRAIN PIPES ACCESSIBLE UNDER LAVATORIES MUST BE INSULATED OR OTHERWISE COVERED.

BACKSPLASH
WHERE
OCCURS
27" MIN.
@
A
P
R
O
N
29" MIN.
4"
MIN. TO SIDEWALL OR
FIXTURE CLEAR SPACE.

MAX. PROJECTION

OF ACCESSORIES
(CBC 1133B.8.6.1)

FACE OF WALL
1' - 6"

BUBBLER
HIGH @ 38"- 43" A.F.F
LOW @ 36" A.F.F.

ALCOVE ELEVATION ALCOVE SECTION
42" CLEAR MIN.
3' - 0" M
A
X
CLE
A
R
27" MIN.
18" - 19"
5" MAX.

CLE
A
R
27" MIN.

ALCOVE
18" MIN.
1' - 3" 1' - 3"
30" WIDE MIN. CLEAR

SPACE CENTERED ON

LOW FOUNTAIN
L-SHAPED GRAB BARS @

SIDE AND BACK WALLS
ABOVE W.C.
@ SIDE DOOR
60" MIN. CLR
F.O.F.
17" - 18"

SIDE DOOR
34" MIN. CLR

FACE OF WALL
ACCESSIBLE STD.

URINAL
1' - 3"
M
AX.
1' - 5"

NON-WATER

URINAL PLACARD
32" MIN. CLR
4' - 0"
MIN.
1' - 6" STRIKE SIDE CLEARANCE
2' - 0"
SIDE

ELEVATION
FRONT

ELEVATION
33" - 36"
24" MIN.
54" MIN.

GRAB BAR BACKING PLATE,
SEE DET.

FLUSH VALVE
@ WIDE SIDE
MAX
1' - 0"

GRAB BAR
3' - 6" MIN.

FOF
17" - 18"
T.O.S.
17" - 19"
MIN.
1' - 0"
MIN.
2' - 0"

GRAB BAR
3' - 0" MIN.
13-1/2" MIN.

PROJECTION FROM

WALL (CBC
11B-605.2)
36" MIN. CLEAR

WHERE WALLS OR

PROJECTIONS

EXTEND MORE THAN
24" FROM FRONT OF

CLEAR SPACE
4" MAX.

E
N
D
D
O
O
R
32" MIN. CLR 18" MIN.
5' - 0" MIN. CLR
@ END DOOR
48" MIN. CLR

WALL-MOUNTED TOILET
56" MIN (INWARD SWING DOOR)

FEMININE NAPKIN
VENDOR

TO COIN SLOT OROPERABLE PARTS

MIRROR SIZE PER

PLAN & SPECS
MIRROR
35" M
AX

FEMININE NAPKIN
VENDOR
3' - 4"
TO BOTTOM EDGE OF REFLECTING SURFACE(CBC 11B603.3)TO COIN SLOT OROPERABLE PARTS

MIRROR SIZE PER

PLAN & SPECS
MIRROR @LAVATORY
40" M
A
X.

TO BOTTOM EDGE OF REFLECTING SURFACE(CBC 11B603.3)

SECTION & ELEVATION
(RECESSED POSITION)
2' - 9"
1' - 9"
A
C
TIV
A
TIN
G
D
E
VIC
E
40" M
A
X.

GRAB BARS @ BOTH SIDES OF

THE COMPARTMENT

TOILET PARTITION OR WALL - SEE

PLANS FOR LAYOUT
F.O.F.
17" - 19"
CLR.
35" - 37"
60" MIN.

FACE MOUNTED OR

RECESSED MOUNTED TOILET

ACCESSORIES - SEE PLAN &

INTERIOR ELEVATIONS

TOILET ROOM ACCESSORY MOUNTING HEIGHTS

PAPER TOWEL

DISPENSER & WASTE

SECTION -

FULLY RECESSED

ELEVATION SECTION -

SEMI-RECESSED
3' - 4"
P.T.

DISP.

TOILET PARTITION OR WALL,

SEE PLANS FOR LAYOUTS
PARTITION OR WALLMOUNTED RECESSED DUALROLL TISSUE DISPENSER 1-1/4" DIA. GRAB BAR,
SEE DET. 3/-
FIN. FLOOR
12" MIN.
5' - 0"
33" - 36"
2' - 4"

TOILET TISSUE DISPENSER
LOCATED WITHIN 7" - 9" OF THE

FRONT EDGE OF THE TOILET
SEAT

FACE OF WALL
1-1/2" MIN.

TOILET COMPARTMENT ACCESSORIES

INDIVIDUAL ITEMS
7" - 9"
36" MAX.
19" MIN.

SANITARY NAPKING DISPOSAL

UNIT SHALL BE WALL MOUNTED

AND LOCATED ON THE SIDEWALL

BETWEEN THE REAR WALL OF

THE TOILET AND THE TOILET

PAPER DISPENSER, ADJACENT

TO THE TOILET PAPER
DISPENSER. (CBC 11B-604.7.2)
A.F.F.
19" MIN.

OPENING OF

DISPOSAL UNIT

AMBULATORY WATER CLOSET DRINKING FOUNTAIN
PLAN

ACCESSIBLE WATER CLOSET
PLAN

FACE MOUNTED OR RECESSED MOUNTED TOILET

ACCESSORIES - SEE PLAN & INTERIOR ELEVATIONS

LAVATORY
T
O
O
P
E
R
A
BLE
P
A
R
T
3' - 4".

FLUSH

1. SEE TOILET ROOM FLOOR PLAN FOR ACCESSIBLE TOILET LOCATION.

2. VERIFY TOILET ACCESSORIES & TYPE OF PARTITION IN SPECS.

3. PROVIDE BACKING IN WALL & TOILET PARTITION FOR GRAB BAR ANCHORAGE.

4. COMPARTMENT DOOR AT ACCESSIBLE WATER CLOSET COMPARTMENT TO PROVIDE 18" STRIKESIDE CLEARANCE.

5. NOT USED.

6. OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR (CBC 11B-404.2.7).

7. TOILET PAPER DISPENSER SHALL PERMIT CONTINUOUS PAPER FLOW AND SHALL NOT CONTROL DELIVERY (CBC 11B-604.9.6).

8. ACCESSIBLE COMPARTMENT DOOR EQUIPPED WITH AN AUTOMATIC CLOSING DEVICES (3 SECONDS MIN. SWEEP TIME FROM OPEN POSITION OF 70 DEGREES TO A POINT 3" FROM THE LATCH).

9. SEE ACCESSIBILITY NOTES FOR ADDITIONAL REQUIREMENTS.

10. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS, TYP.

11. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED, IT SHALL BE POSITIONED FOR ACCESSIBILITY.

ACCESSIBLE TOILET COMPARTMENTS:

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ACCESSIBILITY DETAILS
GEN-5
43 DOOR LANDINGS 3/8" = 1'-0" 6 GRAB BARS 3" = 1'-0" 3 COMMON AREA ACCESSIBILITY NOTES 12" = 1'-0" 1 REACH RANGES AND MOUNTING HEIGHTS 3/8" = 1'-0" 4
TOILET ROOM ACCESSORY & PLUMBING FIXTURE HEIGHTS 3/8" = 1'-0" 2 NO

PARKING

NOPARKING
VAN
10' DEEP10' DEEP

4.5' DEEP
4' DEEP 4' DEEP
03 04
64 10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 10 64 04
34 34
100
04 09
09 C C C CC
8" DIP WATER
6" ACP WATER
8" DIP WATER 8" DIP WATER
6" VCP SD
6" VCP SD
2" ML GAS
8" VCP SEWER 8" VCP SEWER
8" VCP
8" VCP SEWER
8" VCP SEWER
1 6
0 T
H
S
T
R
E
E
T
AT-1

43.23 N
8 8
°
1 1'1
9 "
E
2 3

0.3 1' (
2 3

0.2 3' R
E
C
O
R
D
)
L
=

32. 04,
R=20.00
D=091°47
'53
"
L=30
.79,
R=20
.00
D=088°12'
14"
N00°00'48"W 586.35' (586.38' RECORD)
N00°00'48"W 553.97'
N00°00'55"W 101.39'
N00°00'55"W 547.01' (547.03' RECORD)
155.59'
172.87'
N89°59'00"E 107.12'
N89°58'54"E 163.05'
UP

PATH OF TRAVEL
PATH OF TRAVEL (P.O.T) AS INDICATED MEETS THE FOLLOWING REQUIREMENTS:

1. IS A BARRIER-FREE ACCESSIBLE ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT A SLOPE NOT STEEPER THAN 1:2 EXCEPT THAT LEVEL CHANGES ARE 1/4" MAX VERTICAL & IS AT LEAST 48" WIDE.

2. SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT.

3. CROSS-SLOPE SHALL NOT BE STEEPER THAN 1:48 AND RUNNING SLOPE SHALL NOT BE STEEPER THAN 1:20 UNLESS OTHERWISE INDICATED (SEC 11B-403.3)

4. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (SECTION 11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL SURFACE BETWEEN 27" AND 80" ABOVE FINISH FLOOR OR GROUND (SECTION 11B-307.2)

5. PROVIDE FLUSH TRANSITIONS AT ANY ADJOINING JOINTS BETWEEN DIFFERENT WALK SURFACES IN P.O.T.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IN COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY

PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS

PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING

THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS

PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT

ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE

CORRECTED BY THIS PROJECT BASED UPON THE VALUATION THRESHOLD OR A

FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING

BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT

INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

ACCESSIBLE RESTROOMS FACILITIES

PROPERTY LINE

CONCRETE SIDEWALK
S1
S2 PATH OF TRAVEL
S3 HARDSCAPE AREA WITH PICNIC TABLES - SEE LANDSCAPE & CIVIL PLANS S4

POOL AND POOL DECK AREA WITH BLEACHERS AND SHADE CANPOIES -

SEE LANDSCAPE, CIVIL, AND POOL PLANS
S5 LANDSCAPE AREA - SEE LANDSCAPE PLANS

PROPERTY LINE
S6 EXISTING FIRE HYDRANT TO REMAIN
S7 PUBLIC WAY
S8 EXTERIOR EXERCISE AREA WITH EQUIPMENT - SEE LANDSCAPE PLANS S9 HIGH-LOW DRINKING FOUNTAIN WITH BOTTLE FILLER - SEE PLUMBING PLANS M GN W
GN
GN
GN
DF
S7 S1
S5
S3
S3
S5
S2
S4
S4
S5
S7
TRASH

ENCLOSURE

SENIOR CENTER
AND

AQUATIC FACILITIES

BUILDING
2 STORIES
11,916SF

FULLY SPRINKLERED

POOL EQUIPMENT
AND

TRASH ENCLOSURE BUILDING
1 STORY
1,284SF
S6
S8
S5 S5
S9
S9

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SITE PLAN
A1.0
44 SITE PLAN LEGEND

SITE PLAN KEYNOTES
SITE PLAN 3/32" = 1'
-0"
1 NO

PARKING

NOPARKING
VAN
10' DEEP10' DEEP

4.5' DEEP
4' DEEP 4' DEEP
03 04
64 10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 10 64 04
34 34
10 0
04 09
09 8" DIP WATER
6" ACP WATER
8" DIP WATER 8" DIP WATER
6" VCP SD
6" VCP SD
2" ML GAS
8" VCP SEWER 8" VCP SEWER
8" VCP SEWER
8" VCP SEWER
8" VCP SEWER
F/H
AT-1

43.23 160TH STREET

HARVARD BOULEVARD

LA SALLE AVENUE
2 9' - 10 1/8" 6
5' - 3".
155' - 7".
5' - 4"
6'-0".
5' - 0"

ACCESS ROAD
26' - 0" FIRE DEPT.

A
C
C
E
S
S
R
O
A
D
2 6' - 0" FIR
E
D
E
P
T.

ACCESS ROAD
26' - 0" FIRE DEPT.

FIRE FIGHTER ACCESS ROUTE:

CONCRETE 2%MAX SLOPE
FIRE FIGHTER ACCESS ROUTE:

CONCRETE 2%MAX SLOPE
6'-0".
6' - 0"
54' - 4"
6" FIRE HYDRANT
62' - 0"
6" FIRE HYDRANT
8' - 1"
6" FIRE HYDRANT
4" DCDA

MEDICAL EMERGENCY

SERVICE ELEVATOR
37' - 8 11/16"
5' - 0"
35' - 10 15/16"
1 A32.3
1 A32.1

1. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY.

THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1

2. AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506.

THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.

3. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH PROVISIOINS SET FORTH IN BUILDING CODE SECTION 903.3. REASON: NFPA 13 FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2.

4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED ALL OCCUPANCY GROUPS AND AT SUCH LOCATIONS AS REQUIRED BY FIRE CODE 906 AND CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1, CHAPTER 3.

THE FINAL NUMBER AND LOCATION OF ALL EXTINGUISHERS SHALL BE DETERMINED BY THE LOCAL AREA FIRE INSPECTOR.

5. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH FIRE CODE 606.8. BUILDING CODE 3003.3

6. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIV YARDS OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVES, UNLESS

AREAS CONTAIN DUMPSTERS OR CONTAINERS OR CONTAINERS ARE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE CODE 304.3.3.

7. CURTAIN, DRAPERIES, FABRIC HANGINGS AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701.

8. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET-ADDRESS SIDE OF BUILDINGS, FACING APPROVED FIRE APPARATUS ACCESS ROADS, WITHIN 150 FEET (VIA VEHICULAR ACCESS) OF AN ACCESSIBLE PUBLIC

FIRE HYDRANT, AND AS CLOSE TO THE STREET CURB FACE AS POSSIBLE, FULLY VISIBLE, AND RECOGNIZABLE FROM THE

STREET, FIRE APPARATUS ACCESS ROAD OR NEAREST POINT OF FIRE DEPARTMENT VEHICLE ACCESS OR AS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED A MINIMUM OF 25 FEET (7,620 MM) FROM THE STRUCTURE. WHEN THIS DISTANCE CANNOT BE ACHIEVED, A MINIMUM TWO-HOUR, FIRE-RESISTIVE WALL SHALL BE PROVIDED FOR THE STRUCTURE WITH NO OPENINGS IN THE WALL, FOR 25 FEET (7,620 MM) IN EITHER DIRECTION FROM THE FIRE DEPARTMENT CONNECTION. THE REQUIRED FIRE-RESISTIVE CONSTRUCTION

AND LACK OF OPENINGS SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL OR BUILDING AS DETERMINED BY THE FIRE CODE OFFICIAL. THE FIRE CODE OFFICIAL MAY ALLOW SUFFICIENTLY PROTECTED OVERHEAD OPENINGS. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 24 INCHES (609.6 MM) NORMORE THAN 42 INCHES (1,066.8 MM) ABOVE GRADE. FIRE CODE 912.2.1.

9. THE MEANS OF EGRESS TRAVEL, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE AS REQUIRED BY BUILDING CODE 1008.2.

10. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS, SPACES AND BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM FOR A DURATION OF NOT LESS THAN 90 MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1008.3.

11. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH BUILDING CODE 1010.1.19.

12. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR.

13. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. BUILDING CODE 1008.2.1.

14. THE PATH OF EGRESS TRAVEL TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY BUILDING CODE 1013.1; AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1013.3 AND 1013.5. NOTE: ADDITIONAL EXIT SIGNS MAY BE

REQUIRED AT THE TIME OF FIELD INSPECTION

15. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OF FIRE EXIT HARDWARE. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS, TITLE, 24 SECTIONS 1010.1.10.

16. THE MAXIMUM OCCUPANT LOAD FOR AN ASSEMBLY USE SHALL NOT EXCEED THE OCCUPANT LOAD AS DETERMINED IN ACCORDANCE WITH TITLE 24 SECTION 1004.1, TABLE 1004.1.1.

17. COMPLY WITH POSTING OF ROOM CAPACITY. FIRE CODE 1004.3 TITLE 24, SECTION 1004.3. (SUBJECT TO FIELD INSPECTION APPROVAL).

18. BLEACHERS, GRANDSTANDS, SHALL COMPLY WITH SECTION 1029.1.1 CBC AND ICC 300.

19. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH FIRE CODE 606.8. BUILDING CODE 3003.3

20. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET-ADDRESS SIDE OF BUILDINGS, FACING APPROVED FIRE APPARATUS ACCESS ROADS, WITHIN 150 FEET (VIA VEHICULAR ACCESS) OF AN ACCESSIBLE PUBLIC

FIRE HYDRANT, AND AS CLOSE TO THE STREET CURB FACE AS POSSIBLE, FULLY VISIBLE, AND RECOGNIZABLE FROM THE

21. ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL.

22. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION. FIRE CODE 501.4.

23. PROVIDE AN APPROVED MANUAL FIRE OR AUTOMATIC SMOKE DETECTION SYSTEM IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN FIRE CODE 907. REASON: FIRE CODE 907.2.1 FIRE ALARM AND SMOKE DETECTION PLANS

SHALL BE SUBMITTED TO THE FIRE ALARM PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2.

24. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS. BUILDING CODE 3003.2

25. ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE

BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OF THE PUBLIC SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION, MEASURED AT THE EXTERIOR OF THE BUILDING IN ACCORDANCE WITH FIRE CODE 510. NEW BUILDINGS

THAT CAN DEMONSTRATE MINIMUM RADIO COVERAGE SIGNAL STRENGTH THROUGHOUT THE INTERIOR OF THE BUILDING MAY BE EXEMPT PER FIRE CODE 510. WHEN AN APPROVED EMERGENCY RESPONDER RADIO COVERAGE SYSTEM IS

PROVIDED, PLANS SHALL BE SUBMITTED TO THE FIRE ALARM PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE CODE 510.5.1.

26. THE KITCHEN IN THIS PROJECT IS NOT A COMMERCIAL KITCHEN. FOR A COMMERCIAL KITCHEN: EACH REQUIRED

COMMERCIAL KITCHEN EXHAUST HOOD AND DUCT SYSTEM SHALL HAVE A TYPE I HOOD PROTECTED WITH AN APPROVED AUTOMATIC FIRE-EXTINGUISHING SYSTEM INSTALLED IN ACCORDANCE WITH BUILDING CODE 904.2.1. FIRE CODE 609

27. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH BUILDING CODE 803 AND TABLE 803.9. FIRE CODE SEC. 803 TABLE 803.3
3' - 6"
5' - 5"
7' - 8"
7' - 0"
2' - 0"
R 5"
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FIRE MASTER PLAN
A1.1
45 FIRE MASTER PLAN 1/16" = 1'-0" 1

FIRE MASER PLAN NOTES

ELEVATOR CAB DETAIL

THE REQUIRED FIRE FLOW IS BASED ON THE FOLLOWING CALCULATION TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE IIIB
FIRE-FLOW CALCULATION AREA: 11,916 SQ.FT.

FIRE FLOW BASED ON THE FIRE-FLOW CALCULATION AREA: 2,250 GPM REDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%): 1,250 GPM
TOTAL FIRE FLOW REQUIRED: 1,500 GPM
1 A31.1
1 A31.1
6 A31.1 6
A31.1
3 A31.1 3
A31.1
2 A31.1
2 A31.1
4 A31.1 4
A31.1
5 A31.1 5
A31.1
AABBB.2
B.2
B.9
B.9
CCDDEEE.6
E.6
FFGGG.8
G.8
HH
7 7

6.9 6.9

6.8 6.8 5 5

4.5 4.5

4.2 4.2 4 4 2 2

1.3 1.3 1 1
Y.1
7 5/8" 12' - 2" 32' - 6 3/4" 7 5/8" 8' - 5 23/32"
7 5/8"
22'
-
0 3/8"
12'
-
1 1
1/32"
2 5/16"
9' - 2"
3' - 4"
1' - 5 29/32"
3 5/8" 11' - 7 3/8" 3" 3"
4"
3' - 4"
7 5/8" 8' - 8 3/8" 3' - 4" 19' - 2 1/8" 4' - 3 7/8" 3' - 4" 3' - 0" 3' - 4" 10" 6" 3 5/8" 7' - 6" 6" 4 3/4"
3' - 4" 4"
7 5/8" 12' - 2" 4' - 6 3/8" 20' - 0" 8' - 8" 19' - 4 3/8" 7 5/8" 8" 6' - 4" 18' - 4" 7 5/8" 22' - 10 3/8" 3' - 4" 3' - 2" 4' - 0" 2' - 4 11/16" 3' - 7 5/16" 2" 6" 7"1' - 8 3/8" 7 5/16" 5/16" 7 5/8"
2"
8"
1' - 2 1/4" 12' - 11 1/2" 1' - 10 1/4" 4' - 8"
1' - 10 1/4"
5' - 7 3/8" 3' - 10 3/8" 3' - 5" 9' - 3 3/8" 7 5/8" 1' - 4" 8" 1' - 0 5/8" 9 5/8" 6"
8" 7 5/8"
5 3/8"
11' - 1 5/8" 3' - 4" 7' - 8" 3' - 4" 10"
12' - 8 5/8" 4' - 0" 3' - 4" 1' - 2" 3' - 4" 1' - 2" 8' - 8 5/8" 6" 4" 6" 4" 6"
9' - 8" 1' - 2" 7' - 1 3/8"
6" 6"
18' - 7 5/8" 10" 3' - 4" 9' - 4" 3' - 4" 10" 3' - 8" 6' - 0 3/4" 4" 6" 4' - 5" 6" 4' - 5" 4" 6"
3' - 11 3/8" 7' - 0 5/8"
6" 6"
5' - 3 5/8" 1' - 0" 9' - 11" 6" 6' - 7 3/4" 6" 14' - 4" 6" 6' - 2" 6" 7' - 4" 7' - 0"
3' - 0" 3' - 2"
5' - 7" 8' - 9"
5 1/8"
1' - 7 7/8" 3' - 3" 6" 3' - 3" 6" 5' - 3"
1' - 0" 5' - 7 3/4" 6" 3' - 3" 6" 3' - 3"
2' - 0 1/2"
4 1/2"
9' - 0" 6' - 7"

EQ EQ EQ EQ EQ EQ
6' - 10" 1' - 8" 2' - 8"
7' - 3" 7' - 4"
7' - 10" 5' - 3" 6" 2' - 5 5/8" 4' - 11"
14' - 8 1/2" 6' - 9 11/16" 3' - 7" 13' - 7 9/16" 5" 2 5/8" 1 1/2" 6"
4' - 5" 6" 5' - 1"
7 7/8"
6" 2' - 5 11/16"
7' - 10" 5' - 3" 6" 5' - 6"
1' - 0 3/16"
5' - 7" 2' - 2" 2' - 8"
13' - 0" 6' - 8" EQ EQ EQ EQ EQ EQ
6" 6' - 2"
6" 2' - 7" 3' - 4" 2' - 3" 3' - 4" 3' - 11 9/16"
4 9/16"
3"
3' - 0" 5' - 2" 3' - 4" 4 9/16" 6" 7' - 6 3/8" 1' - 8 3/8" 5' - 7 1/4" EQ EQ EQ. EQ.
5' - 6" 1' - 2"
EQ EQ
EQ EQ EQ EQ 1' - 7"
1' - 8 3/4"
1' - 7"
1' - 8 3/4"
EQ EQ
11' - 11"
1 8
.
00°
ELEV. PIT
-4' - 0"
-2"
-2"
-2 1/2"
-2"
-2"
-6"
-6"
-6"
-6"
-6"
-6"

CMU WALL

CMU WALL
EQ EQ
EQ EQ
-6"
-6"
2 5/8"
4' - 2 1/2"
EQ EQ
7 A32.3
10 A43.1
FLOOR PLAN GENERAL NOTES:

1. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS

2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL SLAB DEPRESSION INFORMATION

SLAB DEPRESSION
FINISH FLOOR ELEVATION 43.83, REF

CIVIL FOR ADDITIONAL INFORMATION
6" CURB, TYP. UNLESS NOTED OTHERWISE

FLOOR DRAIN, SEE PLUMBING PLANS
FLOOR ELEVATION MARKER. FLOOR ELEVATIONS BASED ON FF
OF 0.0', SEE CIVIL PLANS FOR EXACT ELEVATION

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SLAB PLAN
A11.1
46 SLAB PLAN 1/4" = 1'
-0"
1 SLAB PLAN LEGEND
UP
UP
2 A21.1
1 A31.1
1 A31.1
6 A31.1
6 A31.1
3 A31.1
3 A31.1
1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
116-2
115
116-1
117
113
111
110-1
114
104
105
103-1
103-2
109
108
107
106
101-1
126
124
123122
112
119
101-2
118
100
SF-11
SF-10
SF-13
SF-17
SF-14
SF-16
SF-15
SF-12
2 A31.1
2 A31.1
1 A32.3
2 A32.3
3 A32.3
A42.1
1 A42.1
2 A42.2
2 A42.2
3 18 SF
FSR
119
A44.1
2 A44.2
2 CM1.8
2' - 3 5/8" 5' - 1 3/8" 4' - 8" 5' - 8" 2' - 0" 2' - 6" 2' - 4" 9' - 1" CM1.8
CM1.8
CM1.8
CM1.8C
CM1.8C
CM1.8
CM1.8 CM1.8 CM1.10A
CM1.10A
CM1.10A
CM1.8
CM1.8
CM1.8
CM1.8C
CM1.10C
CM1.8C
M2.6
M5.6
M2.6A
CM1.8
M3.4 M3.4
7' - 4" 1' - 8" 7' - 6" 6' - 9 3/8" 2' - 0"
8" 12' - 2" 2' - 0" 9' - 0" 2' - 0" 10' - 2 5/8" 3 3/8" M3.4 M3.4 M2.6
M2.6
M3.4 M3.4
M2.6
M2.6A
M2.6B
M2.6A
M2.6A
M2.6A
M2.6A
M5.6
M2.6A
M2.6
M2.6A
M2.6
M2.6
M2.6
M3.4
M2.6A
CM2.8
M3.2
M3.2
9' - 4" 3' - 4" 19' - 4" 4' - 2" 3' - 4" 3' - 0" 3' - 4" 1' - 6" ABOVE
2' - 0"

CLERESTORY ABOVE
12' - 0" 5' - 4"
17' - 4" 20' - 0" 28' - 8" 8" 6' - 8" 6' - 0" 8' - 0" 4' - 0" 22' - 8" 10" 3' - 4" 3' - 2" 4' - 0" 6' - 2" 46' - 0" 8' - 6 1/8" 9' - 5 7/8" 2' - 0"
6' - 8" 13' - 4" 2' - 8" 10' - 0 1/2" 2' - 1 1/4"
M2.6
M2.6
7' - 8" 2' - 0" 4' - 7" 4' - 5" 2' - 6" 6' - 1" 6' - 7" 2' - 6" 2' - 3" 7' - 5 3/4" 4' - 8" 10' - 2 1/4" 6' - 0" 6' - 11" 7' - 11 7/8" 2' - 0" 8' - 3 5/8" M5.6 M5.6
CM1.8
10' - 2" 5' - 6 3/8" 2' - 3"
16' - 0" 1' - 4" 5' - 4" 2' - 0" 4' - 8" 1' - 10 1/4" 12' - 11 1/2" 2' - 0 1/4" 14' - 3 15/16" 13' - 3 5/8" 10' - 8" 1' - 4"
2' - 11 5/8" 3' - 4"
M2.6A
M2.6
M3.4 M3.6A
CM2.8 M3.6A
CM1.10A
M2.6B M2.6B
M2.6B
M2.6A
M2.6B
M2.6B
M4.4B M2.6B
M4.4B
M2.6A
M4.4B
M3.6
M2.6B M4.4B M2.6B
M2.6B
M2.6B
M2.6B
M2.6B
M1.6A
M1.6A
CM1.8A
M1.6A
M1.6A
M2.6B
M1.6A
M1.6A
M2.6A
M1.6A
CM1.10A
CM1.8C
M4.4B
M2.6
M2.6
4' - 0" 2' - 6" 5' - 5" 29' - 6" 10' - 6" 13' - 6"
2' - 3 5/8" 9' - 7 3/8"
M1.6A
M4.4B
M2.6
M2.6B
A43.1
6A
A43.1
5A
5C 5B
A43.1
2A
2D 2B
2C
1D A43.1
1A
1B
1C

18.00°
A43.1
3A
3C
3B
4C A43.1
4A
4B
M3.4
3 A34.2
8 TYP
12 1
2 3
10 11
11 10
11 2 3
5 TYP
7 13
14 14
4' - 8"
120
4 A31.1
4 A31.1
5 A31.1
5 A31.1
131' - 4"
131' - 6"
46' - 2" 8' - 7 5/16"
47' - 4"
3 A21.1
4 A21.1
1 A21.1
15 TYP
15 15
A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
20' - 0 5/8" 25' - 3 3/8" 10' - 3 3/16" 4' - 5 3/16" 8' - 11 7/16" 12' - 8 7/8" 3' - 7 5/16" 8" 2' - 7 5/8" 9' - 11 1/4" 5' - 6 3/4" 3' - 5 11/16" 3 9/16" 18' - 9 1/8" 4' - 8" 1' - 4" 12' - 9 5/8" 9' - 2 3/8" 22' - 0" 2' - 0"
3' - 2" 3' - 2" 3' - 2" 3' - 2"
M3.6A
CM1.8A
18 11
A63.1

LOUVER ABOVE

LOUVER ABOVE
1' - 10" 1' - 6"
3' - 4"
A62.1
10 TYP.

A42.2 1N
1O
1P
SIM.

A67.2
14 TYP.
110-2
116-3
M2.6B
M2.6B
M2.6B M2.6B
1' - 6"
4' - 0"
1' - 11"
1' - 8" 1' - 8"
48" MIN
CLR
4' - 3 3/4"
10 A43.1
A42.2
6 20
20 20
20 21
1 SOLID SURFACE COUNTERTOP, SEE FINSH PLAN AND SPECS.
3 UPPER PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 5 PHENOLIC LOCKERS, SEE DETAILS AND SPECS.
6 9'-0" TALL STC 52 OPERABLE PARTITION
7 12" WIDE 42" TALL CMU WALL, PER LANDSCAPE
8 4" HSS TUBE STEEL POSTS, PAINTED
9 STEEL GUARDRAIL, PAINTED
10 ADA LOCKER ROOM BENCH
11 ADA SHOWER, FOR MOUNTING HEIGHTS SEE 1 / A67.2
12 DRINKING FOUNTAIN, FOR MOUNTING SEE & 2 / GEN-5 8 / A67.1 2 BASE PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 4 FILLER PANEL @ SIDES OF CASEWORK, TYP.
13 ACCESSIBLE SINK
14 REFRIGERATOR, SEE SPECS, CFCI
15 OVERHEAD LINES
16 GLULAM COLUMNS STANE GRADE WITH MARINE GRADE VARNISH 17 ROOF ACCESS LADDER
18 FLOOR DRAIN, SEE PLUMBING PLANS
19 EXTERIOR SHOWER WITH OVERHEAD COVER
20 FIRE EXTINGUISHER CABINET 3 / A65.1
21 STAINLESS STEEL CORNER GUARD, TYPICAL (QUANTITY 30 TOTAL) METAL STUD WALL PER SHEET A61.1
12" CMU WALL PER SHEET A61.1

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
1 101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1

NUMBER INDICATED STOREFRONT PER SCHEDULE,
REFER TO SHEET A52.2
FIRE EXTINGUISHER CABINET PER DET. 3/A65.1
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.

3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE. 1i
60" MIN. ACCESSIBLE WHEELCHAIR

CLEAR TURNING SPACE
CLR.
60" MIN.
30"X48" MIN. ACCESSIBLE

WHEELCHAIR CLEAR FLOOR
SPACE
30"X48"
CLR.
10" CMU WALL PER SHEET A61.1
8" CMU WALL PER SHEET A61.1
RETAINING WALL - SEE STRUCT. DWGS. FOR ADD'L. INFO.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FIRST FLOOR PLAN
A11.2
47 FIRST FLOOR PLAN 1/4" = 1'-0" 1

FLOOR PLAN KEYNOTES FLOOR PLAN LEGEND
DN
DN
2 A21.1
1 A31.1
1 A31.1
6 A31.1
6 A31.1
3 A31.1
3 A31.1
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
98 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202
203
204
206
205 207
210-1
212
213211209
214
200-1
208-1
202
208-2
SF-20 SF-21 SF-22
SF-23
SF-24
SF-25
SF-26
SF-28
200-2
SF-29 SF-27
2 A31.1
2 A31.1
1 A32.3
2 A32.3
3 A32.3
A42.2
1 A44.1
4 A44.2
4 2' - 0" 18' - 0" 4' - 0" 18' - 0" 4' - 0" 18' - 0"
2' - 11 5/8" 3' - 4" 7' - 8
5/32"
6' - 8" 13' - 4" 3' - 3 9/32"
9' - 7 9/16" 18' - 0" 10' - 8" 1' - 4"
1' - 4" 12' - 0" 10' - 8 1/2" 10' - 2" 7' - 3 1/2" 1' - 6" 2' - 4" 8" 47' - 4"
17' - 4" 16' - 0" 6' - 8" 5' - 4" 6' - 8" 8' - 8" 5' - 4" 25' - 4 5/8" 2' - 8 3/8" 18' - 11" 13' - 6" 1' - 6" 3' - 4" CM1.8C
CM1.8C M3.4 M3.4
CM1.10C
M3.4
CM1.8C
CM1.10C
CM1.8C
M3.4
CM1.8
M3.4
CM1.8 M3.4
M2.6
CM1.8
M3.4
M2.6
M2.6A
CM1.8C
M3.4
CM1.8
M3.4
M1.6
M1.6
M3.4 CM1.8
CM2.8
M3.2
M3.2
6' - 6 3/8" 4' - 10 1/4" 33' - 8 1/2"
M2.6
M2.6A
M2.6A
3' - 1 5/8" 2' - 0"
7' - 4" 14' - 8 3/8" 2' - 6 5/8" 9' - 1"
10' - 2" 9' - 7" 3' - 0 7/8"
1' - 3 5/8"
3' - 10 1/2" 26' - 1 3/8" 3' - 10"
5' - 7 5/8" 10' - 7 5/8" 3' - 1 3/8" 2' - 0" 4' - 4" 3' - 6" 3' - 6" 4' - 5 3/4" 5' - 3 5/8" M2.6
M2.6 M2.6 M2.6 M2.6 M2.6 M2.6 M2.6 M2.6 M2.6 M2.6 M2.6
M2.6
3' - 9 5/8" 5' - 2 1/8" 3' - 4 1/2" 33' - 8 1/2"
10' - 5 3/8" 4' - 3" 3' - 6" 5' - 10" 9' - 8 13/16" 2' - 6" 3' - 11" 5' - 10" 4' - 5" 2' - 0" 12' - 4 3/16" 7' - 11 5/8" 5' - 10" 5' - 9" 4' - 10" 5' - 9" 5' - 10" 26' - 7 3/8" M2.6A
M5.6
M5.6A
M4.4B
M2.6A M2.6A M2.6A M2.6A M2.6A
M2.6A M2.6B M2.6B M2.6A
M5.6 M5.6
M2.6
EQ EQ
M4.4B
M2.6A M2.6A
EQ EQ
M2.6
M3.4
5 A62.4
12 6 6
9 TYP
4 A31.1
4 A31.1
5 A31.1
5 A31.1
8' - 7 5/16" 46' - 0"
131' - 4"
3 13/16" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 8 3/16"
5 1/4" 11' - 11 3/4" 11' - 11 3/4" 11' - 11 3/4" 2 7/8" 3 A21.1
4 A21.1
1 A21.1
15 TYP.
131' - 4"
A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
20' - 0 5/8" 25' - 3 3/8" 10' - 3 3/16" 4' - 5 3/16" 8' - 11 7/16" 12' - 8 7/8" 3' - 7 5/16" 12' - 9 5/8" 9' - 2 3/8" 22' - 0" 2' - 0"
8" 2' - 7 5/8" 9' - 11 1/4" 9' - 0 7/16" 3 9/16" 18' - 9 1/8" 4' - 8" 1' - 4" SLOPE
SLOPE
16 TYP
17 17
TYP.

EQ EQ
7' - 3 11/16" 4' - 4"
M2.6
M8.4 M8.4
M8.4
M8.4 M8.4
M8.4
7 A32.3
A43.1 7
6' - 4 5/8"
6 A32.3
20 20 20 20
20 20
20 21
1 SOLID SURFACE COUNTERTOP, SEE FINSH PLAN AND SPECS.
3 UPPER PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 5 PHENOLIC LOCKERS, SEE DETAILS AND SPECS.
6 9'-0" TALL STC 52 OPERABLE PARTITION
7 12" WIDE 42" TALL CMU WALL, PER LANDSCAPE
8 4" HSS TUBE STEEL POSTS, PAINTED
9 STEEL GUARDRAIL, PAINTED
10 ADA LOCKER ROOM BENCH
11 ADA SHOWER, FOR MOUNTING HEIGHTS SEE 1 / A67.2
12 DRINKING FOUNTAIN, FOR MOUNTING SEE & 2 / GEN-5 8 / A67.1 2 BASE PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 4 FILLER PANEL @ SIDES OF CASEWORK, TYP.
13 ACCESSIBLE SINK
14 REFRIGERATOR, SEE SPECS, CFCI
15 OVERHEAD LINES
16 GLULAM COLUMNS STANE GRADE WITH MARINE GRADE VARNISH 17 ROOF ACCESS LADDER
18 FLOOR DRAIN, SEE PLUMBING PLANS
19 EXTERIOR SHOWER WITH OVERHEAD COVER
20 FIRE EXTINGUISHER CABINET 3 / A65.1
21 STAINLESS STEEL CORNER GUARD, TYPICAL (QUANTITY 30 TOTAL) METAL STUD WALL PER SHEET A61.1
12" CMU WALL PER SHEET A61.1

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
1 101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1

NUMBER INDICATED STOREFRONT PER SCHEDULE,
REFER TO SHEET A52.2
FIRE EXTINGUISHER CABINET PER DET. 3/A65.1
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.

3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE. 1i
60" MIN. ACCESSIBLE WHEELCHAIR

CLEAR TURNING SPACE
CLR.
60" MIN.
30"X48" MIN. ACCESSIBLE

WHEELCHAIR CLEAR FLOOR
SPACE
30"X48"
CLR.
10" CMU WALL PER SHEET A61.1
8" CMU WALL PER SHEET A61.1
RETAINING WALL - SEE STRUCT. DWGS. FOR ADD'L. INFO.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SECOND FLOOR PLAN
A11.3
48 SECOND FLOOR PLAN 1/4" = 1'-0" 1

FLOOR PLAN KEYNOTES FLOOR PLAN LEGEND
1 A31.1
1 A31.1
6 A31.1
6 A31.1
3 A31.1
3 A31.1
2 1/2" / 1'-0"
2 1/2" / 1'-0"
1/2" / 1'-0"
5/8" / 1'-0"
RIDGE

SINGLY PLY
ROOF
2 A31.1
2 A31.1
1 A32.3
2 A32.3
3 A32.3
3 A62.4
1 A62.4
9 A62.4
8 A62.4
15 A62.4
12 A62.4
12 A62.5
9 A62.5
12 A62.5
9 A62.4
8 A62.4
11 A62.4
11 A62.4
13 A62.4
4 A31.1
4 A31.1
3/8" / 1'-0" 3/8" / 1'-0" 3/8" / 1'-0" 3/8" / 1'-0"
3/8" / 1'-0" 3/8" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
6 1/2" OVERHANG
TYP
6" OVERHANG
1' - 0" O
V
E
R
H
A
N
G
8" OVERHANG
6' - 0"
6' - 0" 10' - 7".
10' - 0"
978 SF
SOLAR ZONE 1
204 SF
SOLAR ZONE 2
6' - 0" 6' - 0"
6' - 0". 6' - 0"
7 4
9 3
11 11 8
10 2
8 7
10 TYP TYP
3 TYP TYP
9 1
5 5
6 29' - 0"
29' - 11 27/32"
28' - 6"
26' - 4 23/32"
32' - 6 31/32"
28' - 6"
28' - 6"
25' - 6"
25' - 1 21/32"
25' - 10 1/32"
25' - 3 5/16"
25' - 1 1/2"
25' - 5 5/16"
26' - 4 13/32"
5 A31.1
5 A31.1
12 12
12 15
A62.5
12 A62.5
9 A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 1.3 1.3
1 1
Y.1
15 A62.4
SIM.
13 A62.5
11 A64.1
2 A34.1
14 TYP
14 TYP.
25' - 8 5/32"
25' - 6"
25' - 3"
25' - 8 3/4"
26' - 0"
29' - 0"
29' - 0"
6 A32.3
14 A64.1
14A
A64.1
A
B
O
V
E
R
O
O
F
FINIS
H
S
U
R
F
A
C
E
G
U
A
R
D
R
AIL T
O
B
E
42" A
B
S
OLU
T
E

PARAPET MOUNTED

GUARDRAIL
GRAY PVC MEBRANE ROOFING O/ DENSDECK, O/ R-40 RIGID INSULATION

O/ VAPOR BARRIER O/ STRUCTURAL DECK
1 2 ROOF ACCESS HATCH PER DETAIL
3 BUILT-UP FOAM CRICKETS
4 ROOF DRAIN AND O/FLOW DRAIN
GRAY PVC MEMBRANE ROOFING W/ ADHERED RIBS O/ DENSDECK, O/ R-40

RIGID INSULATION O/ VAPOR BARRIER O/ STRUCTURAL DECK
5 6 ROOF MOUNTED STEEL GUARDRAIL, PAINTED PER DETAIL
7 ALUMINUM TRELLIS, PAINTED
8 INTEGRAL GUTTER, PER DETAIL
9 PARAPET MOUNTED GUARDRAILING, PER DETAIL
3 / A62.4
10 LINE OF WALL BELOW
11 SOLAR ZONE, REFER TO SOLAR NOTES ON THIS PAGE
12 TOP OF PARAPET
13 / A62.4
9 / A62.4
11 / A64.1
1 / A62.4
1 / A62.5
1 / A62.5
13 MECHANICAL EQUIPMENT, SEE MECH. PLANS. FOR EQUIP. PAD SEE DETAIL 4 / A62.5 14 VERTICAL SUPPORT FOR SOLAR PANEL FRAMING SYSTEM 2 / A11.4 SOLAR AREA REQUIREMENTS: CALIFORNIA ENERGY CODE 110.10B SOLAR ZONE SHALL BE NO LESS THAN 15% OF TOTAL ROOF AREA OF THE BUILDING EXCLUDING ANY SKYLIGHT AREA.

TOTAL ROOF AREA 5,936SF

TOTAL SKYLIGHT AREA N/A
15% ROOF AREA 890.4SF
AVAILABLE SOLAR ZONE AREA:

SOLAR ZONE 1 978SF
SOLAR ZONE 2 204SF
TOTAL AREA 1,182SF > 890.4SF THUS OK

SOLAR ZONE

SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION AND

SPACING REQUIREMENTS AS SPECIFIED IN THE CFC AND BY THE LOCAL FIRE AUTHORITY NOTES:

1. FOR TYPICAL ROOF PENETRATION DETAIL SEE

2. SOLAR CONTRACTOR TO DETERMINE SOLAR PANEL SUPPORT FRAMING DESIGN IN COMPLIANCE WITH SOLAR PANEL MANUFACTURERS INSTALLATION INSTRUCTIONS. 3 / A62.5
POTENTIAL LOCATION OF VERTICAL SUPPORT FOR SOLAR PANEL FRAMING SYSTEM 2 / A11.4

VERTICAL SUPPORT,

SEE STRUCTUAL
CONT. SEALANT ALUMINUM TAPE, AS REQUIRED BY
ROOFING MANUF.

PVC FLASHING MEMBRANE

TYPICAL INSULATION ATTACHMENT

PER DETAIL

HOT AIR WELDED
8" MIN.

TYPICAL ROOF ASSEMBLY PER
DETAIL

STAINLESS STEEL HOSE CLAMP
CONT. SEALANT STAINLESS STEEL FLASHING COLLAR
1 A62.5
1 A62.5
EXPANDING FOAM INSUL. TO

SEAL AIR GAPS, TYP

STEEL PLATE PER STRUCTURAL
G
ARDENA
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O
M
MUNIT
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A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ROOF PLAN
A11.4
49 ROOF PLAN 1/4" = 1'-0" 1
VERTICAL SOLAR SUPPORT FLASHING 3" = 1'-0" 2 SOLAR NOTES ROOF PLAN KEYNOTES O.T.S.

O.T.S.
10' - 0"
10' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
10' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
1 A31.1
1 A31.1
6 A31.1 6
A31.1
3 A31.1 3
A31.1
2 A31.1
2 A31.1
1 A32.3
2 A32.3
3 A32.3
3 A34.2
4' - 5 9/16" 4' - 5 1/2" 4' - 5 1/2" 4' - 5 1/2" 4' - 5 9/16" EQ. EQ.
2' - 6" 4' - 7" 2' - 6"
EQ. EQ. EQ. EQ.

EQ. EQ.
2' - 6"
2' - 2 3/4" 5' - 4 1/2" 2' - 2 3/4"
2' - 6"
EQ. EQ.
2' - 2 3/4" 5' - 4 1/2" 2' - 2 3/4"
4' - 3" 6' - 11" 6' - 11" 6' - 11" 6' - 11" 6' - 11" 3' - 0" 3' - 6" 4' - 3" 2' - 1 1/4" 1' - 3" 4' - 9" 4' - 0" 2' - 2 1/4" 3' - 10 1/2" 5' - 5 1/2" 5' - 2 3/8" 3' - 6 1/8" EQ. EQ.
3' - 10 1/2"
2' - 6"
EQ. EQ. EQ. EQ.

EQ. EQ.
1' - 11 3/8" 4' - 1" 1' - 11 3/8"
EQ EQ.
4' - 5" 8' - 7 1/2" 8' - 7 1/2" 4' - 5"
EQ. EQ. 4' - 1 1/2" 5' - 4 1/2" 4' - 5" 5' - 10" 3' - 11" 2' - 8" 3' - 4" EQ. EQ.

EQ. EQ.

EQ. EQ.
9 3/16"
1' - 8 1/2"
4' - 11" 4' - 11"
1' - 1 1/2"
2' - 10 3/8" 4' - 6" EQ. EQ.
6' - 9" 4' - 11 9/16"
3' - 8" 8' - 0 1/16" 3' - 8"
9 1/2"
EQ. EQ.

EQ. EQ.

EQ. EQ.
4' - 4 1/2" 8' - 7 3/4" 8' - 7 3/4" 7' - 7 5/8"
4' - 4 1/2" 5' - 4 5/8" 4' - 4 1/2"
EQ. EQ.
4' - 1 1/2" 5' - 5 11/16" 4' - 6" 7' - 0" 4' - 0"
EQ. EQ. 4
A31.1 4
A31.1
5 A31.1 5
A31.1
9' - 0"
O.T.S.
9' - 0"
8' - 6"
8' - 6"
EQ
O.T.S.

EQ
11' - 5"
10 118
10 TYP.
7 TYP.
9 TYP.
4 14 104
8 3
3 3
3 3
33 11
AABBB.2
B.2
B.9
B.9
CC
DDEEE.6
E.6
FFGGG.8
G.8
HH
77 6.9 6.9

6.8 6.8 5 5

4.5 4.5

4.2 4.2 4 4 2 2

1.3 1.3 1 1
Y.1
11 A63.1
7 A32.3
10 A43.1
NOTES:

1. GYPSUM BOARD CEILINGS SHALL BE FRAMED WITH METAL STUD JOISTS, U.N.O. SEE DETAIL 1/A62.3 FOR MORE INFORMATION.

2. FOR SUSPENDED ACOUSTICAL CEILING, REFER TO SHEET A62.2.

3. FOR PLASTER SOFFIT DETAILS, SEE DETAIL 11/A62.3.

4. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "EXP" ON PLAN AND/OR ON THE FINISH SCHEDULE),

ALL EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED, INCLUDING STRUCTURE, DECK ABOVE, AND ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC.

5. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS ARE SHOWN FOR REFERNECE AND COORDINATION PURPOSES. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND

FIRE PROTECTION DRAWINGSFOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS

6. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O.

7. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O.

8. SEE SHEET A50.1 FOR INTERIOR FINISH LEGEND

9. AT EXPOSED CEILINGS, ALL DUCTS, PIPES AND CONDUITS SHALL RUN PARALLEL OR PERPENDICULAR TO WALL, AND AS CLOSE TO THE DECK ABOVE AS POSSIBLE. PROVIDE ESCUTCHEONS FOR CONDUIT/PIPES AT WALLS WHERE EXPOSED.
* REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EMERGENCY LIGHTING.

EXTERIOR PLASTER SOFFIT AND INTERIOR CEILING,
REFER TO NOTE 3
2' X 4' SUSPENDED CEILING TILES, REFER TO NOTE 2
RECESSED SUPPLY AIR GRILL, SEE MECH. DRAWINGS
RECESSED RETURN AIR GRILL, SEE MECH. DRAWINGS
RECESSED DOWNLIGHT, SEE ELEC. DRAWINGS*

S S SPEAKERS, SEE ELECTRICAL DRAWINGS

EXIT SIGNAGE, SEE ELECTRICAL DRAWINGS
SUSPENDED STRIP LIGHT FIXTURE - UTILITY LOCATIONS, SEE ELEC. DRAWINGS* SUSPENDED STRIP LIGHT FIXTURE - CLASSROOM, SEE ELEC. DRAWINGS* RECESSED EXHAUST AIR GRILL, SEE MECH. DRAWINGS
2X4 LUMINAIRE, SEE ELEC. DRAWINGS*
GYP. BOARD CEILING, REFER TO NOTE 1
ROOF HATCH ABOVE, REFER TO DET. 8/A62.6
SURFACE MOUNTED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS* WALL MOUNTED DOWNLIGHT, SEE ELEC. DRAWINGS*
WALL MOUNTED TO BE 8' - 0" TYP.

DECORATIVE PENDANT MOUNTED FIXTURE, SEE ELEC. DRAWINGS* PENDANT FIXTURE - LOUNGE, SEE ELEC. DRAWINGS*

DOVETAIL METAL DECKING, SEE STR'L

DRAWINGS
1 EXPOSED STRUCTURAL DECK - DOVETAIL PROFILE, PAINTED 2 EXPOSED STRUCTURAL FRAMING, PAINTED 3 GYP. BOARD CEILING 4 PLASTER SOFFIT 5 ALUMINUM LATTICE 6 EXPOSED STAIN GRADE GLULAM BEAM, STAINED 7 EXPOSED STAIN GRADE GLULAM POST, STAINED 8 STEEL AND WOOD TRELLIS, SEE SHEET A44.3 9 2"x2" TILE, SEE ELEVATIONS FOR TYPE AND COLOR 10 SOFFIT VENT
11 STEEL STAIR, SEE STAIR PLANS AND STRUCTURAL DRAWING
S
12 EXPOSED MECH. DUCTWORK, PAINTED

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FIRST FLOOR RCP
A11.5
50 FIRST FLOOR RCP 1/4" = 1'
-0"
1 RCP KEYNOTES RCP LEGEND
.
.
..
.
.
..
.
.
..

O.T.S.

O.T.S. O.T.S. O.T.S.
9' - 6"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 6"
1 A31.1
1 A31.1
6 A31.1
6 A31.1
3 A31.1
3 A31.1
2 A31.1
2 A31.1
1 A32.3
2 A32.3
3 A32.3
2' - 1" 4' - 0" 2' - 6"
EQ. EQ.
5' - 2 1/2" 10' - 3 5/8" 5' - 2 1/2" 9' - 10 7/8" 13' - 0" 9' - 10 7/8" EQ. EQ.
3' - 6 7/8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 5' - 7 3/8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 3' - 6 1/8" 4' - 1 3/4" 5' - 5 1/4" 2' - 4 1/2" EQ. EQ.

EQ. EQ.
5' - 10 1/2" 10' - 3 5/8" 5' - 2 5/8" 5' - 10 1/2" 10' - 3 3/8" 4' - 8 3/8" EQ. EQ. 4' - 4"
7' - 0" 7' - 0" 7' - 0" 7' - 0"
4' - 3" 4' - 3" 2' - 1 1/2"
5' - 7 3/4" 5' - 7 3/4" 5' - 7 3/4" 2' - 3 1/2"
EQ. EQ.
6' - 0" 6' - 0" 3' - 4 3/8"
EQ. EQ.
4' - 4"
2' - 0" 4' - 11 3/4" 2' - 0" EQ. EQ.

EQ. EQ.

EQ. EQ.
2' - 10 1/2" 4' - 6 1/2" 6' - 3" 2' - 11"
2' - 6"
1' - 7" 4' - 0" 2' - 7"
EQ. EQ.
2' - 11 3/8"
EQ. EQ.

EQ. EQ.

EQ. EQ.
2' - 6"
EQ. EQ.
2' - 6 1/2" 4' - 1 1/2" 4' - 1" 2' - 7"
5' - 4 17/32" 7' - 4 17/32" 7' - 4 17/32" 5' - 4 17/32" 4' - 0" 3' - 10 5/16" 3' - 8 1/16" 4' - 1 5/8" EQ. EQ. EQ. EQ.
9' - 0"
4 A31.1
4 A31.1
5 A31.1
O.T.S.
2' - 6"
3' - 0"
5 A62.4
6 5
TYP.
5 6
TYP.
1 1
12 12
TYP.

TYP.
12 TYP.

A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
9' - 0" 9' - 0" 9' - 0" 9' - 0"

SOFFIT SOFFIT SOFFIT SOFFIT
7 A32.3
6 A32.3
NOTES:

1. GYPSUM BOARD CEILINGS SHALL BE FRAMED WITH METAL STUD JOISTS, U.N.O. SEE DETAIL 1/A62.3 FOR MORE INFORMATION.

2. FOR SUSPENDED ACOUSTICAL CEILING, REFER TO SHEET A62.2.

3. FOR PLASTER SOFFIT DETAILS, SEE DETAIL 11/A62.3.

4. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "EXP" ON PLAN AND/OR ON THE FINISH SCHEDULE),

ALL EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED, INCLUDING STRUCTURE, DECK ABOVE, AND ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC.

5. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS ARE SHOWN FOR REFERNECE AND COORDINATION PURPOSES. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND

FIRE PROTECTION DRAWINGSFOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS

6. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O.

7. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O.

8. SEE SHEET A50.1 FOR INTERIOR FINISH LEGEND

S S SPEAKERS, SEE ELECTRICAL DRAWINGS

DECORATIVE PENDANT MOUNTED FIXTURE, SEE ELEC. DRAWINGS* PENDANT FIXTURE - LOUNGE, SEE ELEC. DRAWINGS*

DOVETAIL METAL DECKING, SEE STR'L

DRAWINGS
1 EXPOSED STRUCTURAL DECK - DOVETAIL PROFILE, PAINTED
2 EXPOSED STRUCTURAL FRAMING, PAINTED
3 GYP. BOARD CEILING
4 PLASTER SOFFIT
5 ALUMINUM LATTICE
6 EXPOSED STAIN GRADE GLULAM BEAM, STAINED
7 EXPOSED STAIN GRADE GLULAM POST, STAINED
8 STEEL AND WOOD TRELLIS, SEE SHEET A44.3
9 2"x2" TILE, SEE ELEVATIONS FOR TYPE AND COLOR
10 SOFFIT VENT
11 STEEL STAIR, SEE STAIR PLANS AND STRUCTURAL DRAWINGS 12 EXPOSED MECH. DUCTWORK, PAINTED
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FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SECOND FLOOR RCP
A11.6
51 SECOND FLOOR RCP 1/4" = 1'-0" 1

RCP KEYNOTES RCP LEGEND
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
13' - 0" 12' - 0"

WALL AT ANGLE TO ELEVATION
6 A31.1
6 A31.1
3 A31.1
3 A31.1
7 14 8 12 15 3 25 1 13 10 2 5 6 11 4
+/- 32'-6 1/2"
4' - 0"
8' - 0"
10' - 0"
10' - 8"
A64.2
15 4
A31.1
4 A31.1
5 A31.1
5 A31.1
17 WALLS AT ANGLE TO

ELEVATION
2' - 0" 21' - 8"
13 '- 4".
3' - 0"
9' - 0"
6"
BEYOND
3' - 4"
9' - 0"9' - 0"
3' - 6"
22 23
4" RECESSED SPACE DEDICATED

FOR COMMUNITY ART MURAL
H G.8 G F E.6 E D C B.9 B.2 B A
20 TYP.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
12' - 0" 13' - 0"
6 A31.1
6 A31.1
3 A31.1
3 A31.1
7 9 1 2 3 11 5 4 6 8 15 16
8' - 0"
8' - 0"
9' - 2"
10' - 0"
4 A31.1
4 A31.1
5 A31.1
5 A31.1
7 BEYOND
17 6' - 0"
3' - 6
8 "
' - 0"
+/- 32' - 6 1/2"
9' - 0"
3' - 0"
3' - 6"
18 6' - 8"
11' - 6"
21 TYP.

A B B.2 B.9 C D E E.6 F G G.8 H
20 TYP.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
12' - 0" 13' - 0"
1 A31.1
1 A31.1
14 5 4 11 1 8 16 15 6 3 7
2 A31.1
2 A31.1
8' - 0"
10' - 8"
8' - 0"
10' - 0"
4' - 0"
3' - 4"
9' - 0"
3' - 0"
9' - 6"
17 BEYOND
7 6.9 6.8 5 4.5 4.2 4 2 1.3 1
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
12' - 0" 13' - 0"
1 A31.1
1 A31.1
5 2 1 20 11 19 9 7 14
2 A31.1
2 A31.1
10' - 0"
9' - 2"
13 A62.4
17 BEYOND
6' - 0"
3' - 6"
8' - 0"
6 TYP.
1 1.3 2 4 4.2 4.5 5 6.8 6.9 7
4 TYP.
1 STUCCO, PAINTED DUNN EDWARDS DEW380 WARM WHITE
CMU BLOCK 8"HIGH/4"HIGH STACKED BOND PATTERN
8" HIGH - ORCO COLOR: NuFad; FINISH: SPLITFACE
4" HIGH - ORCO COLOR: NuFad; FINISH: PRECISION
2 CMU BLOCK 4"HIGH STACKED BOND PATTERN
ORCO COLOR: Natural Gray Indio; FINISH: PRECISION
3 4 ALUMINUM TRELLIS PAINTED TO MATCH ROOF COLOR, SEE ROOF PLAN 5 GLULAM BEAM AND KICKER STAIN GRADE WITH MARINE GRADE VARNISH 6 ALUMINUM STOREFRONT
7 STEEL TRELLIS FRAME, PAINTED; W/ STAINED WOOD RAFTERS, SEE SHEET A64.2 8 STEEL GUARDRAIL, PAINTED DUNN EDWARDS DET695 GRANGE HALL 9 STEEL GUARDRAIL WITH HANDRAIL, PAINTED DUNN EDWARDS DET695 GRANGE HALL 10 SHEET METAL BELLY BAND, PAINTED DUNN EDWARDS DET695 GRANGE HALL 11 SINGLE PLY ROOFING WITH 2" TALL RIBS, DARK GRAY COLOR 12 TRANSACTION WINDOWS
13 12" HIGH ALUMINUM BUILDING SIGNAGE
14 SITE FENCING AND GATES PER LANDSCAPE
15 CMU PARAPET CAP BLOCK; COLOR TO MATCH BLOCK
16 2"X2" TILE FINISH; DALTILE COLOR OCEAN BLUE 1049
17 PARAPET MOUNTED GUARD, PAINTED DUNN EDWARDS DET695 GRANGE HALL 18 BUILDING MOUNTED LIGHT, SEE ELECTRICAL PLANS
19 LOUVER, SEE MECHANICAL PLANS

STUCCO CONTROL JOINT

HORIZONTAL -

VERTICAL -
20 21 GLULAM BEAM TAIL, STAIN GRADE WITH MARINE GRADE VARNISH 22 STEEL FRAME WIRE MESH INFILL PANEL
23 12" WIDE CMU WALL
13 / A62.4
13 / A62.4
8 / A64.1
4 / A34.2
24 SHEET METAL PARAPET CAP, PAINTED DUNN EDWARDS DET695 GRANGE HALL 11 / A62.5 9 / A62.5
5 / A62.5
10 / A62.4
2 / A34.2
3 / A34.2
11 / A62.1
25 ROOFTOP STEEL GUARDRAIL, PAINTED DUNN EDWARDS DET695 GRANGE HALL 4 / A34.2 13 / A62.1 16 / A62.1
12 / A62.1 15 / A62.1
19 / A52.2
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THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ELEVATIONS
A21.1
52 NORTH ELEVATION 1/8" = 1'-0" 3
SOUTH ELEVATION 1/8" = 1'-0" 2
WEST ELEVATION 1/8" = 1'-0" 4 EAST ELEVATION 1/8" = 1'-0" 1

SENIOR CENTER ELEVATION KEYNOTES
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
6 A31.1
3 A31.1

PROGRAM
ROOM 4
213

PROGRAM
ROOM 3
211

PROGRAM
ROOM 2
209
SENIOR

PROGRAM
ROOM
110
LOUNGE
208

STORAGE
113
OFFICE
103

CIRCULATION
101
RESTRM.
107

STORAGE
106
MEN
126
HALL
121

KITCHEN
116

CIRCULATION
200
MEN
207
WOMEN
205
A32.1
4 A32.1
4 5
A31.1
5 A31.1
H G.8 G F E.6 E D C B.9 B.2 B A
A62.4
15 SIM.
10' - 0"
A32.1
3 SIM.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
1 A31.1

PROGRAM
ROOM 3
211
SENIOR

PROGRAM
ROOM
110

STORAGE
212

CIRCULATION
200
2 A31.1 A32.2
3 A32.2
4 1 1.3 2 4 4.2 4.5 5 6.8 6.9 7
A34.1
1 9' - 6"
8' - 0"
A44.3
7 7
A32.3
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
1 A31.1

PROGRAM
ROOM 1
203
LOUNGE
208
MEN
126
WOMEN
123
2 A31.1 A32.2
1 A32.2
2 1 1.3 2 4 4.2 4.5 5 6.8 6.9 7
A64.1
14 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
6 A31.1
3 A31.1 A32.1
1 A32.1
2 A32.1
3 A32.3
5 A32.3
4 PROGRAM
ROOM 4
213

PROGRAM
ROOM 3
211

PROGRAM
ROOM 2
209
SENIOR

PROGRAM
ROOM
110

PROGRAM
ROOM 1
203

RESTROOM
111

RECEPTION
102
ELEV.

ELEV.

CONTROL
109
WOMEN
123

LIFEGUARD
120

KITCHEN
116

CIRCULATION
200
4 A31.1
5 A31.1
A B B.2 B.9 C D E E.6 F G G.8 H
9' - 6"
8' - 0"
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
1 A31.1
2 A31.1

CIRCULATION
101
ELEV.
-
CUST.
108
RESTRM.
107
BREAK
ROOM
105

CIRCULATION
200
WOMEN
205
1 1.3 2 4 4.2 4.5 5 6.8 6.9 7
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
1 A31.1
2 A31.1
1 1.3 2 4 4.2 4.5 5 6.8 6.9 7
1404 SF

CIRCULATION
200
599 SF

CIRCULATION
101
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THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
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FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

BUILDING SECTIONS
A31.1
53 SECTION 1 1/8" = 1'-0" 1
SECTION 6 1/8" = 1'-0" 6
SECTION 3 1/8" = 1'-0" 3
SECTION 2 1/8" = 1'-0" 2
SECTION 4 1/8" = 1'-0" 4
SECTION 5 1/8" = 1'-0" 5
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A62.3
9 A63.2
1 A63.1
6 5' - 8" 3' - 4"
A63.2
5 A62.5
8 STEEL FENCE WITH SINGLE

PEDESTRIAN LATCH GATE

ALUMINUM FRAMED TELLER
WINDOW

ALUMINUM STOREFRONT
SYSTEM

EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR
WALL

HSS STEEL TUBING BEAM TO

HOLD WOODEN TRELLIS

FOOTING PER STRUCURAL
DWG'S
G.8 H
13 A62.4
3' - 0".
3' - 6".

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
4' - 0"

FOOTING PER STRUCURAL
DWG'S

ELEVATOR PIT

ELEVATOR SHAFT WALL

METAL GUARDRAIL OVER

DOUBLE HEIGHT LOBBY
A62.3
6 A62.3
6 A62.1
5 M5.6
CONC. WALL W/ CRYSTALLINE
WATERPROOFING, SEE SPECS.

A64.2
16 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"

EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR
WALL

FOOTING PER STRUCURAL
DWG'S

EXTERIOR CMU WALL ON

METAL STUDS WITH STUCCO
FINISH

WOODEN TRELLIS SYSTEM

EXTENDING FROM ROOF
A62.4
10 A62.4
11 A
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A34.1
5 EXTERIOR CMU WALL WITH

TILE FINISH

FOOTING PER STRUCURAL
DWG'S

METAL BALCONY GUARDRAIL

ALUMINUM TRELLIS SYSTEM

EXTENDING FROM ROOF

EXTERIOR PLASTER WALL ON

METAL STUDS
A62.3
14 A62.4
11 H G.8
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A34.1
2 FOOTING PER STRUCURAL
DWG'S

INTERIOR CMU WALL ON METAL
STUDS

CMU WALL PARAPET
A62.3
15 A62.3
6 D
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FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

WALL SECTIONS
A32.1
54 WALL SECTION 5 1/2" = 1'-0" 5 WALL SECTION 4 1/2" = 1'-0" 4 WALL SECTION 3 1/2" = 1'-0" 3 WALL SECTION 2 1/2" = 1'-0" 2 WALL SECTION 1 1/2" = 1'-0" 1 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A34.1
3 FOOTING PER STRUCURAL
DWG'S

SINGLE FLUSH DOOR
10" OFFSET CORE CMU WALL

WITH METAL STUD INTERIOR
FURRING WALL. SEE FLOOR

PLAN FOR WALL TYPES

GLULAM BEAM/COLUMN

METAL BALCONY GUARDRAIL

ALUMINUM STOREFRONT
SYSTEM

ALUMINUM TRELLIS SYSTEM
A63.1
6 A63.1
7 6.8 6.9 7
10' - 0" A.F.F.

A62.1
11 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A44.3
9 FOOTINGS PER STRUCURAL
DWG'S

HSS BEAMS AND COLUMNS

WITH WOOD RAFTERS

EXTERIOR CMU WALL

EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR
WALL

CMU WALL PARAPET

ROOF OVERFLOW DRAIN PER
DETAIL
A62.5
7 1
A62.4
A62.5
8 PAINTED GALV. PIPE PARAPET
GUARD
2"X2" WIRE MESH INFILL PANEL

1.3 13
A62.4
13 A62.4
T.O.C
M
U
3' - 6"
3' - 6"
8' - 0"
9' - 9 1/2"
4" HSS JAMB POST FOR GATE
CONVENIENCE GATE W/ 2"X2"

WIRE MESH INFIL PANEL
11 A64.2
3' - 3".
3' - 9".

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
3 A44.2
A63.2
3 EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR

WALL WITH STUCCO FINISH

HSS STEEL POST

FOOTING PER STRUCURAL
DWG'S

ALUMINUM STOREFRONT
SYSTEM

STEEL AND WOOD TRELLIS
SYSTEM SEE SHEET A44.3

CMU WALL PARAPET

METAL GUARDRAIL AT

STAIRCASE
A63.2
7 A62.5
11 6.8 6.9 7
13 A62.4
T.O. P
A
R
A
P
E
T
3' - 6"
3' - 6"
8' - 0"
9' - 2"
A62.1
17 A63.2
3 A63.2
4 3' - 2".
4' - 0".

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A34.1
4 FOOTING PER STRUCURAL
DWG'S

EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR
WALL

GLULAM BEAMS/COLUMN
BEYOND

ALUMINUM TRELLIS SYSTEM
A62.4
10 1 1.3
9' - 0"
3' - 0"
6' - 4 3/4"
7 A32.3
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QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

WALL SECTIONS
A32.2
55 WALL SECTION 9 1/2" = 1'-0" 4 WALL SECTION 8 1/2" = 1'-0" 3 WALL SECTION 7 1/2" = 1'-0" 2 WALL SECTION 6 1/2" = 1'-0" 1 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"

FOOTING PER STRUCURAL
DWG'S

EXTERIOR CMU WALL W/

STUCCO FINISH AND METAL

STUD INTERIOR FURR WALL

METAL GUARDRAIL OVER

DOUBLE HEIGHT LOBBY
8" CMU WALL WITH SPACE FOR

EXTERIOR MURAL
12" CMU WALL PARAPET
A62.1
14 A62.1
14 ROOF OVERFLOW DRAIN PER
DETAIL 1
A62.4
A62.5
15 CANE DETECTION RAIL, SEE

STAIR PLANS FOR ADDITIONAL

INFORMATION
4 3/16"
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A34.1
4 A63.2
4 A63.2
9 10' - 0"

FOOTING PER STRUCURAL
DWG'S

EXTERIOR CMU WALL

ALUMINUM STOREFRONT
SYSTEM
4" RECESS FOR MURAL

GLULAM BEAMS/COLUMN

ALUMINUM TRELLIS SYSTEM
A62.4
10 1 1.3 2
8' - 0" A.F.F.

EXTERIOR PLASTER SOFFIT

WITH CONTINUOUS VENT
A62.1
8 LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A63.2
6 A34.2
1 FOOTINGS PER STRUCURAL
DWG'S

HSS STEEL POST

EXTERIOR CMU WALL W/

METAL STUD INTERIOR FURR
WALL

STEEL AND WOOD TRELLIS
SYSTEM SEE SHEET A44.3

METAL GUARDRAIL AT

STAIRCASE

ALUMINUM STOREFRONT
SYSTEM

CMU WALL PARAPET
A62.5
11 ROOF OVERFLOW DRAIN PER
DETAIL
1 A62.4

6.8 6.9 7
13 A62.4
9' - 2"
2' - 11
3 "
' - 9".

LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"

INTERIOR OPERABLE

PARTITION
B.9 C

METAL STUD SOFFIT

ENCLOSING STEEL BEAMS

EXPOSED GLULAM BEAM
WALL BEYOND 7 / A32.3
2' - 1 1/4"
EQ EQ
1' - 9" 9' - 0"

UNDERSIDE OF DOVETAIL

DECK, PATTERN NOT SHOWN

FOR CLARITY
M2.6
M8.4
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"

INTERIOR CMU WALL WITH

METAL STUDS ON BOTH SIDES
A34.1
2 D
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
B.9 C

SLOPE TOP OF WALL TO

ALIGN WITH BOTTOM OF

GLULAM BEAM

EXPOSED GLULAM BEAM

METAL STUD WALL, WIDTH

TO MATCH SOFFIT

ENCLOSING OPERABLE
PARTITION STEEL BEAMS.

SEE FLOOR PLAN FOR

WALL TYPE
2' - 1 1/4"
EQ EQ

UNDERSIDE OF DOVETAIL

DECK, PATTERN NOT

SHOWN FOR CLARITY
V
A
RIE
S
M8.4
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A
3' - 2".
42" A
B
S
OLU
T
E
A
B
V. R
O
O
F
FINIS
H
A62.5
11 13
A62.4
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

WALL SECTIONS
A32.3
56 WALL SECTION 12 1/2" = 1'-0" 3 WALL SECTION 11 1/2" = 1'-0" 2 WALL SECTION 10 1/2" = 1'-0" 1 WALL SECTION 13 1/2" = 1'-0" 5
WALL SECTION 14 1/2" = 1'-0" 4
WALL SECTION 15 1/2" = 1'-0" 7
WALL SECTION 16 1/2" = 1'-0" 6
LEVEL 2 F.F.
13' - 0"
A34.2 2
A34.2 6
3' - 6"
SLOPE

CEMENT PLASTER SOFFIT

SLOPED TOPPING SLAB OVER

DRAINAGE MAT AND CF MEMBRANE

STRUCTURAL CONCRETE DECK OVER

METAL DECK, SEE STRUCTURAL
42" MIN. HIGH GUARD

BENT STEEL PLATE AND STEEL

BEAMS PER STRUCTURAL

CMU WALL, SEE PLAN FOR TYPE
1"
T.O. SHTG
25' - 0"
A62.5 7

GLU LAM BEAM EXPOSED TO

THE INTERIOR

TYPICAL SINGLE PLY ROOFING
ASSEMBLY WITH 1" TALL "RIBS"

EXPOSED DOVETAIL METAL
DECK
A62.4
14 A62.5
10 EXTERIOR STUCCO FINISH

TYPICAL PVC ROOFING

ASSEMBLY
CMU WALL WITH MTL. STUD

INTERIOR FURRING WALL
2' - 2"
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"

SHEET METAL FLASHING CAP

GLU LAM BEAM/COLUMN WITH

MARINE GRADE VARNISH
A62.4 9
A63.2 9
A62.4 8
7 A62.4
A34.2 4
A34.2 5
SLOPE
3' - 6"

CEMENT PLASTER SOFFIT

SLOPED TOPPING SLAB OVER

DRAINAGE MAT AND CF MEMBRANE

STRUCTURAL CONCRETE DECK OVER

METAL DECK, SEE STRUCTURAL
42" MIN. HIGH GUARD.
1-1/2" DIA. STEEL GUARD TOP RAIL
WELDED TO BALUSTERS.

CMU WALL, SEE PLAN FOR TYPE

GLULAM BEAM EXPOSED ON INTERIOR

STEEL BEAM / COLUMN

BRACKET, SEE STRUCTURAL

STEEL COLUMN BRACKET SET IN

TOP OF STRUCTURAL SLAB, SEE

STRUCTURAL

BENT STEEL PLATE AND STEEL
BEAMS PER STRUCTURAL 9' - 6" STOREFRONT HEAD HEIGHT

EXPOSED DOVETAIL DECKING,
PAINTED. SEE INTERIOR FINISH

SCHEDULE FOR COLOR

ALUMINUM TRELLIS

TYPICSL PVC ROOFING
ASSEMBLY WITH 1" TALL RIBS

INTEGRAL GUTTER
1" 4" 1' - 1 1/2" 4" 4" 4" 4" 4" 4" 4" 4" 4"
2 3/4"
1" DIA. STEEL HORIZONTAL RAILS
AND 1" SQ. BALUSTERS WELDED TO

FACE OF TUBESTEEL STRINGERS

AND LANDING FRAMING
LEVEL 2 F.F.
13' - 0"
T.O. SHTG
25' - 0"
A63.2 2
A63.2 6
A62.4 9
O.H.

A62.4
10 A62.4 8
7 A62.4

STEEL BEAM CONNECTION WITH

THROUGH BOLTS

SHEET METAL FLASHING CAP

GLULAM BEAM WITH MARINE

GRADE VARNISH

GLULAM COLUMN WITH MARINE

GRADE VARNISH

ALUMINUM TRELLIS

TYPICSL PVC ROOFING
ASSEMBLY WITH 1" TALL RIBS

INTEGRAL GUTTER
T.O. SHTG
25' - 0"
A62.4
12 EXTERIOR STUCCO FINISH O/ WRB O/ 1/2" DENSGLAS

WALL BOARD
2' - 2"
2 PIECE COUNTER FLASHING
A62.5
10 TYPICAL PVC ROOFING ASSEMBLY WITH 1" RIBS

TYPICAL PVC ROOFING ASSEMBLY

MTL STUD WALL

EXPOSED DOVETAIL METAL DECK

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ASSEMBLIES
A34.1
57 ASSEMBLY 5 1" = 1'
-0"
5 ASSEMBLY 2 1" = 1'
-0"
2 ASSEMBLY 4 1" = 1'
-0"
4 ASSEMBLY 3 1" = 1'
-0"
3 ASSEMBLY 1 1" = 1'
-0"
1 LEVEL 2 F.F.
13' - 0"
3 A44.2
A63.1
10 PRECAST LANDING PLANKS
1-1/2" DIA. STEEL GUARD TOP RAIL

AND HANDRAIL WELDED TO

BALUSTERS
A64.1 8
2 3/4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 6 1/2" 4" 4"
3' - 6"
2' - 4 3/4"
1" DIA. STEEL HORIZONTAL RAILS AND
1" SQ. BALUSTERS WELDED TO FACE

OF TUBESTEEL STRINGERS AND

LANDING FRAMING
LEVEL 1 F.F.
0"

SPEAKER CUT INTO GLAZING

LOCKABLE SLIDE UP WINDOW

WITH PASS THROUGH BELOW

STAINLESS STEEL

TRANSACTION COUNTER

STEEL ANGLE COUNTER

SUPPORTS

METAL STUD FURRING WALL

ALUMINUM STOREFRONT

WINDOW SYSTEM
2'-10" MAX ABV FIN. SURFACE
2' - 8" ABV. LVL.1 F.F.
2' - 8"

ALUMINUM T-BAR EDGE METAL WITH

WEEP HOLES O/ DRAINAGE MAT

DRAINAGE MAT O/ CF MEMBRANE

CONCRETE TOPPING SLAB
CF MEMBRANE O/ STRUCT. DECK.

LAP O/ STEEL BENT PLATE
1/4" STEEL BENT PLATE, SEE
STRUCT.

STEEL DECK, SEE STRUCT.

CONTINUOUS SEALANT, PAINTED TO

MATCH METAL

Z-METAL CLEAT FOR METAL FASCIA
PANEL
16GA. GALV. SHT. MTL. FASCIA

PANEL, PAINTED W/ HEMMED EDGES,

ATTACHED AT TOP O/ Z-METAL AND
OT BOTTOM WITH CONT. CLEAT
2-1/2" MTL. STUD FRAMING

GUARD RAIL T BRACKET WELDED TO
STEEL BEAM, SEE STRUCT.

THROUGH BOLTS PER STRUCT.
1" SQ. GUARD RAIL BALUSTER
CONT. CLEAT FOR METAL FASCIA
PANEL

STUCCO J-METAL
3/4" HAT CHANNEL STUCCO CEILING

FRAMING
2" WIDE CONTINUOUS STUCCO

SOFFIT VENT
5"
3-5/8" MTL. STD. FRAMING SUPPORT

FOR HAT CHANNEL FRAMING
3 7/8" MAX. OPENING

ALUMINUM T-BAR EDGE METAL WITH

WEEP HOLES O/ DRAINAGE MAT

DRAINAGE MAT O/ CF MEMBRANE

CONCRETE TOPPING SLAB
CF MEMBRANE O/ STRUCT. DECK.

LAP O/ STEEL BENT PLATE
1/4" STEEL BENT PLATE, SEE
STRUCT.

STEEL DECK, SEE STRUCT.

CONTINUOUS SEALANT, PAINTED TO

MATCH METAL

Z-METAL CLEAT FOR METAL FASCIA
PANEL
16GA. GALV. SHT. MTL. FASCIA

PANEL, PAINTED W/ HEMMED EDGES,

ATTACHED AT TOP O/ Z-METAL AND
OT BOTTOM WITH CONT. CLEAT
2-1/2" MTL. STUD FRAMING

GUARD RAIL T BRACKET WELDED TO
STEEL BEAM, SEE STRUCT.

THROUGH BOLTS PER STRUCT.
1" SQ. GUARD RAIL BALUSTER
CONT. CLEAT FOR METAL FASCIA
PANEL

STUCCO J-METAL
3/4" HAT CHANNEL STUCCO CEILING

FRAMING
2" WIDE CONTINUOUS STUCCO

SOFFIT VENT

SHEET METAL SPANNING BOTTOM

RIBS FOR METAL STUD FRAMING
ATTACHMENT, SEE STRUCT.

STEEL GLULAM COLUMN BRACKET

WITH THRU BOLTS, SEE STRUCT

GLULAM COLUMN WITH MARINE

GRADE VARNISH

STEEL GLULAM COLUMN BRACKET

BOTTOM PLATE EMBEDDED IN

STRUCTURAL CONCRETE SLAB

STEEL GLULAM COLUMN BRACKET

KNIFE PLATES WELDED TO STEEL

PLATE EMBEDDED IN STRUCTURAL

CONCRETE SLAB
3-5/8" MTL. STD. FRAMING SUPPORT

FOR HAT CHANNEL FRAMING
3 7/8" MAX. OPENING
1" 4" 1' - 1 1/2" 4"
LEVEL 2 F.F.
13' - 0"

SHEET METAIL ANGLE FLASHING
UNDER SIL PAN WITH 1" MIN LAP.

DRAINAGE MAT O/ CF MEMBRANE

CONCRETE TOPPING SLAB SLOPED
TO EXT. EDGE
CF MEMBRANE O/ STRUCT. DECK.

LAP O/ SHEET METAL ANGLE

FLASHING
STEEL DECK, SEE STRUCT.

STEEL FRAMING PER STRUCT.

EXTERIOR WALL BEYOND

ALUMINUM STOREFRONT WINDOW
SYSTEM
3/8" BENT PLATE, SEE STRUCT.

SS SILL PAN, SET IN (3) 1/4" BEADS OF
MASTIC. LAP DOWN EXPAINSION
JOINT 2" O/ SS SHEET METAL ANGLE

FLASHING

SEALANT

COMPRESSIBLE FILLER BOARD
LEVEL 2 F.F.
13' - 0"

SHEET METAIL ANGLE FLASHING
UNDER SIL PAN WITH 1" MIN LAP.

DRAINAGE MAT O/ CF MEMBRANE

CONCRETE TOPPING SLAB SLOPED
TO EXT. EDGE
CF MEMBRANE O/ STRUCT. DECK.

LAP O/ SHEET METAL ANGLE

FLASHING
STEEL DECK, SEE STRUCT.

STEEL FRAMING PER STRUCT.
6" SAF O/ WEEP SCREED LEG
MTL. STUD SILL TRACK, SET IN (3) 1/4"
BEADS OF MASTIC.
3/8" BENT PLATE, SEE STRUCT.

SS FLASHING W/ 4" SAF LAP O/ TOP
2". EXTEND DOWN EXPAINSION JOINT
2" O/ SS SHEET METAL ANGLE

FLASHING

SEALANT

COMPRESSIBLE FILLER BOARD

EXTERIOR STUCCO FINISH W/ WEEP
SCREED AND WRB.
4" SAF O/ SS FLASHING

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ASSEMBLIES
A34.2
58 TRANSACTION WINDOW 1" = 1'
-0"
3 EXTERIOR STAIR LANDING 1" = 1'
-0"
1 BALCONY EDGE SOUTH SIDE 6" = 1'
-0"
4 BALCONY EDGE 6" = 1'
-0"
2 TOPPING SLAB AT STOREFRONT 6" = 1'
-0"
5 TOPPING SLAB AT EXT. WALL 6" = 1'
-0"
6 199 SF
POOL
STOR.
302
447 SF
POOL

EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
150 SF
TRASH
306
27' - 0" 49' - 4" 8' - 0" 8' - 0" 14' - 8"
9 A40.1
8 A40.1
10 A40.1
13 A40.1
70 SF
ELEC
301
7 A40.1
301 302 303 304 305
107' - 0"
306-2
306-3
3' - 6 7/8"3' - 4" 2' - 8" 6' - 0" 42' - 0" 6' - 0" 13' - 6" 0" 8' - 4" 0" 21' - 7 1/8" 6 A40.1
NOTE:

SEE POOL PLANS FOR

ADDITIONAL INFORMATION
12' - 0"
10 1/8" 6' - 9"
3' - 6 3/4"
10 1/8"
1-HOUR RATED WALL 1-HOUR RATED WALL
7 A61.1
7 A61.1
LEVEL 1 F.F.
0"
7 A40.1
1 7
7' - 2"
EQ EQ 12' - 0" 12' - 0" 12' - 0" 12' - 0"
2 TYP.

EQ EQ
LEVEL 1 F.F.
0"
7 A40.1
2 3 6
7' - 2"
12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" TYP.
6"
6"
LEVEL 1 F.F.
0"
4 1 5 3 6
A40.1
6' - 10"
8' - 6"
A40.2
1 7' - 2"
6 2
TYP.

LEVEL 1 F.F.
0"
3 6 1 6
A40.1
EQ EQ
7' - 2"
2 TYP.

T.O. W
ALL
11' - 0".
8' - 9 1/4"
9 A40.1
10 A40.1
70 SF
ELEC
301
199 SF
POOL
STOR.
302
447 SF
POOL

EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
150 SF
TRASH
306

OPEN TO

STRUCTURE
7 A40.1

OPEN TO

STRUCTURE
6 A40.1
E
Q
E
Q

ALL EXPOSED STEEL

TO BE PRIMED AND

PAINTED
9 A40.1
8 A40.1
10 A40.1
13 A40.1
7 A40.1
6 A40.1
FF = 0'-0"

SEE CIVIL FOR ELEVATION
-5"
8" HIGH CURB
-4' - 0"
7' - 1 5/8" 23' - 0 3/4" 12' - 2" 33' - 4" 8' - 0" 8' - 0" 14' - 8" 6" 10' - 2 3/4" 7 5/8"
2' - 11 1/4" 3' - 4"
2 3/4" 7 5/8"
1' - 9 5/8"
6' - 0" 6' - 0" 12' - 1 1/2"
7 5/8"
6 7/8"
6' - 0"
9 1/2"
7 5/8" 10 7/8"
6' - 0"
5 1/2"
7 5/8"
UP TO 1'± RETAINING REQUIRED -
SEE STRUCT. DWGS.
9 A40.1
8 A40.1
10 A40.1
13 A40.1
12' - 1 3/4"
2 1/2" / 1'-0"
7 A40.1

SINGLY PLY ROOF
6 A40.1
2 A40.2
5 A40.2
LEVEL 1 F.F.
0"
447 SF

POOL EQUIPMENT
303
6 A40.1
8' - 8" 4' - 0"
6"
A40.2
2 A40.2
5 2 1/2" / 1'-0"

SUSPENDED LIGHT FIXTURE
T.O. W
ALL
11' - 0".

METAL STUD WALL PER SHEET A61.1
12" CMU WALL PER SHEET A61.1

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
1 101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1

NUMBER INDICATED STOREFRONT PER SCHEDULE,
REFER TO SHEET A52.2
FIRE EXTINGUISHER CABINET PER DET. 3/A65.1
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.

3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE. 1i
60" MIN. ACCESSIBLE WHEELCHAIR

CLEAR TURNING SPACE
CLR.
60" MIN.
30"X48" MIN. ACCESSIBLE

WHEELCHAIR CLEAR FLOOR
SPACE
30"X48"
CLR.
10" CMU WALL PER SHEET A61.1
8" CMU WALL PER SHEET A61.1
RETAINING WALL - SEE STRUCT. DWGS. FOR ADD'L. INFO.

NOTES:

1. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "O.T.S" ON PLAN AND/OR ON THE FINISH

SCHEDULE), ALL OPEN TO STRUCTURE/EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED,

INCLUDING STRUCTURE, DECK ABOVE, AND ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC.

2. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS ARE SHOWN FOR REFERENCE AND COORDINATION PURPOSES. REFER TO

PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS

FOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS

3. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O.

4. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O.

5. SEE SHEET A50.1 FOR INTERIOR FINISH LEGEND

6. AT EXPOSED CEILINGS, ALL DUCTS, PIPES AND CONDUITS SHALL RUN PARALLEL OR PERPENDICULAR TO WALL, AND AS CLOSE TO THE DECK ABOVE AS POSSIBLE.

PROVIDE ESCUTCHEONS FOR CONDUIT/PIPES AT WALLS WHERE EXPOSED. * REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EMERGENCY LIGHTING.

SUSPENDED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS*

EXPOSED METAL DECK, PRIMED AND PAINTED
1 STUCCO, PAINTED DUNN EDWARDS DEW380 WARM WHITE
2 EXTERIOR PLASTER CONTROL JOINT
3 SINGLE PLY ROOFING WITH 2" TALL RIBS, DARK GRAY COLOR 4 HSS STEEL FRAME AND SWING GATES, PAINTED DUNN EDWARDS DET695 GRANGE HALL 5 STEEL PEDESTRIAN GATE, PAINTED DUNN EDWARDS DET695 GRANGE HALL 6 METAL GUTTER AND DOWNSPOUTS, PAINTED DUNN EDWARDS DET695 GRANGE HALL 7 HOLLOW METAL DOORS, PAINTED TO MATCH STUCCO
LEVEL 1 F.F.
0"
7 A40.1
10' - 0" 8' - 8"
150 SF
TRASH
306
79 SF

CHEMICAL
305
79 SF

CHEMICAL
304
447 SF

POOL EQUIPMENT
303
199 SF
POOL STOR.
302
70 SF
ELEC
301
A40.2
3 A40.2
3 1-HOUR RATED WALL 1-HOUR RATED WALL
7 A61.1
7 A61.1
FLOOR PLAN GENERAL NOTES:

1. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS

2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL SLAB DEPRESSION INFORMATION

SLAB DEPRESSION
FINISH FLOOR ELEVATION 43.83, REF

CIVIL FOR ADDITIONAL INFORMATION
6" CURB, TYP. UNLESS NOTED OTHERWISE

FLOOR DRAIN, SEE PLUMBING PLANS
FLOOR ELEVATION MARKER. FLOOR ELEVATIONS BASED ON FF
OF 0.0', SEE CIVIL PLANS FOR EXACT ELEVATION
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

POOL BUILDING PLANS, ELEVATIONS, AND SECTIONS
A40.1
59 POOL BUILDING FLOOR PLAN 1/8" = 1'-0" 2
POOL BUILDING NORTH ELEVATION 1/8" = 1'-0" 9
POOL BUILDING SOUTH ELEVATION 1/8" = 1'-0" 10
POOL BUILDING WEST ELEVATION 1/8" = 1'-0" 13 POOL BUILDING EAST ELEVATION 1/8" = 1'-0" 8 POOL BUILDING RCP 1/8" = 1'-0" 3 POOL BUILDING SLAB PLAN 1/8" = 1'-0" 1
POOL BUILDING ROOF PLAN 1/8" = 1'-0" 4
POOL BUILDING SECTION 1 1/8" = 1'-0" 7 FLOOR PLAN LEGEND

POOL BUILDING RCP LEGEND

POOL BUILDING ELEVATION KEYNOTES
POOL BUILDING SECTION 2 1/8" = 1'-0" 6 SLAB PLAN LEGEND 4"x4"x3/8" TUBE STEEL POSTS @ EA.

JAMB W/ 1/2" THICK STEEL PLATE @
TOP
ANGLE 1/4"x4"x4"- 4" @ 24" O.C.

VERT. DRILL AND EPOXY W/ 1/2" DIA.

ALL THREADED ROD SIMPSON SET
XP (ESR 1772)
4 1/4" EMBED
STL. HINGES WELDED TO JAMB
DARTS 14-14X1 1/2 SELF

DRILLING SCREWS W/

NEOPRENE WASHERS
(ESR 1408) @ MIN 12" O.C. TYP.
@ GATE FRAME
METAL ROOFING. AEP HR-36

ROOFING WITH ZINC GRAY COLOR
FINISH
3x3x3/ 16 ANGLE, CONT.

FULLY WELDED FRAME
TUBE STEEL - 3"X3"X3/8"

PLAN VIEW
NOTES:

1. ALL GATE MATERIALS AND POSTS
SHALL BE GALVANIZED.

2. ANY EXPOSED ANCHOR HARDWARS

TO BE STAINLESS STEEL OR HAVE AN

EXPOXY PAINT COATING

EDGE OF METAL ROOF DECK TO
ALIGN W/ OUTSIDE EDGE OF 3X3
TUBE TYP.

CONC. SLAB ON GRADE W/ #4 @18"
O.C. EACH WAY. SEE STRUCTURAL

DRAWINGS
S
E
E 2 / S1.9
3' - 2" MIN.

BASE COURSE
OVER 90%

COMPACTED

SUBGRADE

PAVEMENT

OR GRADE
8" CMU SOLID GROUT WALL, #5
@16" O.C VERT.
#4@24" O.C.HORIZ.

SEE 2 / S1.9

FOR MORE INFORMATION SEE

STRUCTURAL
2' - 0"
8"
8"

CURB AT SIDES AND BACK
#4 DOWEL PER 9/S1.9
#4 DOWEL
PER 9/S1.9
1' - 0"
2" CLR.
5" DEPRESSED
SLAB
5"
SINGLE PLY ROOFING O/ 1/2"

DENSDECK O/ METAL DECKING
PVC COATED FACT. FINISHED

COPING FLASHING
EXT. PLASTER WALL

PRESSURE TREATED WOOD

STUCCO STOP AND NAILER
STEEL FRAMING, PER STRUCT.

CONT. FLASHING CLEAT

GUTTER AND DOWNSPOUT
SINGLE PLY ROOFING O/ 1/2"

DENSDECK O/ METAL DECKING
PVC COATED FACT. FINISHED

COPING FLASHING
EXT. PLASTER WALL

PRESSURE TREATED WOOD

STUCCO STOP AND NAILER
STEEL FRAMING, PER STRUCT.

CONT. FLASHING CLEAT 3' - 6"
3"
.
1 1/2" .
12" DIA. DROP

ROD FOOTING
W/ 4" DEEP MIN.

GRAVEL
BELOW
4"
6' - 0 "
7' - 0"
6' - 9"
HSS 4" X 4" X 0.25 GALVANIZED STEEL
POST EA. SIDE OF GATE

WELDED BALL CAP AT FENCE ENDS
2'-0" X 2'-0" CONCRETE FOOTING
(CAST AT SAME TIME AS WALL
FOOTING) TYP. @ 2 PLACES

SPLIT FACE BLOCK WALL OF TRASH
ENCLOSURE. COLOR: RED
2" X 2" X 1/4" HSS. GALVANIZED GATE
FRAME (WELDED) SEE DET.

HEAVY DUTY GATE HINGE (3 PER SIDE)
1-3/8" HEAVY DUTY DROP ROD ATTACHED
TO ONE SIDE W/ (3) GUIDES AND HEAVY

INDUSTRIAL FORK TO OTHER SIDE W/

PADLOCK HASP
22 GA. CORRUGATED
VERCO HSB-36 METAL DECKING.

ER-0217
FASTEN WITH #12 SMS @ EACH
FLUTE TO POST. PAINT .
2" X 2" X 1/4" HSS. GALVANIZED GATE MID
SUPPORT.

TOP OF PAVING

GRAFITTI COATING
3/4" DIA. SOLID STEEL

RETRACTABLE LOCKING CANE
BOLT
1" DIA. X 4" LONG PVC

SLEEVE SET PLUMB IN

CONCRETE PAVEMENT

LOCKABLE HINGE PLATE
W/ CUTOUT FOR "U" LATCH

WELDED TO CANE BOLT
3/8" HARDED STEEL "U" LOCK

LATCH WELDED TO GATE

FRAME (PADLOCK BY OWNER)

GATE LOCKING

HARDWARE

LATCH STRIKE PLATE

CMU WALL PER PLAN

ROOF DECK PER STRUCTURAL

FIRE CAULKING BOTH SIDES

SECTION

ELEVATION

FILL ANNULAR SPACE OF FLUTES WITH

MINERAL WOOL

CMU WALL PER PLAN

ROOF DECK PER STRUCTURAL
FIRE CAULKING BOTH SIDES, TYP.

FILL ANNULAR SPACE OF FLUTES WITH
MINERAL WOOL, TYP.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

POOL BUILDING DETAILS
A40.2
60 TRASH ENCLOSURE WALL SECTION 1" = 1'-0" 10 STEEL GATE 1 1/2" = 1'-0" 7 ROOFING EDGE DETAIL WITH GUTTER 3" = 1'-0" 5 ROOFING RIDGE AT POOL BUILDING 3" = 1'-0" 2 TRASH ENCLOSURE GATE 1/2" = 1'-0" 1
1-HOUR CMU WALL AT ROOF DECK 3" = 1'-0" 3
METAL STUD WALL PER SHEET A61.1
12" CMU WALL PER SHEET A61.1

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
1 101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1

NUMBER INDICATED STOREFRONT PER SCHEDULE,
REFER TO SHEET A52.2
FIRE EXTINGUISHER CABINET PER DET. 3/A65.1
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.

3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE. 1i
60" MIN. ACCESSIBLE WHEELCHAIR

CLEAR TURNING SPACE
CLR
.
60"
MIN
.
30"X48" MIN. ACCESSIBLE

WHEELCHAIR CLEAR FLOOR
SPACE
30"X48"
CLR.
10" CMU WALL PER SHEET A61.1
8" CMU WALL PER SHEET A61.1
RETAINING WALL - SEE STRUCT. DWGS. FOR ADD'L. INFO.

A42.1
1C
1D
1A
1B
1H A42.1 1F
A42.1
1E
14' - 8 3/8" 7' - 2 7/16" 2' - 8 3/8"
8 3/8" 17' - 4 3/8"
8' - 5 9/16" 8' - 0" 5' - 2" 2' - 11 5/8" 4' - 10 13/16" 8 3/8" 5' - 11 3/8" 3' - 9" 3' - 9" 7" 1' - 11" 10' - 2 5/8" 27' - 6" 2' - 0"
16' - 6 3/4" 6' - 2"
E E.6FG

4.24 2

1.3 Y.1
A67.2
11 TYP.

A67.2
12 TYP.
17 10
4' - 4" 9' - 6" 1' - 8"
1/4":12" 1/4":12"
1/4":12" 1/4":12"
1/4":12" 1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"1/4":12"
1/4":12"1/4":12"
1/4":12"
18 5
10 11
10 11
10 11
10 11
21 21 21
21 22
2' - 10"
12 189 15
TYP. TYP. TYP.
15 WING WALL
3' - 0"
151
1' - 3"
15 19
15 1' - 3"
19 TYP. TYP.
15 19
1' - 3"
2' - 9 1/4"
2' - 10"
189 12
12 A67.2
195 15 18
OPEN OPEN 8
5 5
A65.1
12 A67.2
12 A67.2
12 A67.2
1' - 0" TYP.
15 17
5 10 5
A65.1
1' - 0" TYP.
1' - 6"
4' - 0"
1' - 4"
5 11 17 15
12 A67.2
12 A67.2 11
A67.2
11 A67.2
43 TYP.
15 2D A42.1
2A
2B
2C
A42.1
2E
2H A42.1 2F
21' - 6"
12' - 1 3/16" 8 3/8" 9' - 11 5/8"
23' - 0 3/8" 3' - 0" 9"
6' - 7 3/16" 8' - 0" 5' - 2" 6' - 0" 1' - 0 3/16" 2' - 2" 3' - 9" 3' - 9" 5' - 3" E E.6FG
7 6.9

6.85 4.5

4.24 15
10 A67.2
11 TYP.

A67.2
12 TYP.
3' - 10" 9' - 6" 1' - 8"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12" 1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12"
1/4":12" 1/4":12"
1/4":12"1/4":12"
18 6 10
11 10
11 10
11 10
5 115
5 1' - 3"
2' - 9 1/4"
15 19
51 1' - 3"
2' - 9 1/4"
1' - 3"
19 TYP. TYP.
15 12 18
9 15
TYP. TYP. TYP.
15 WING WALL
3' - 0"
152 201
TYP. TYP.
15 OPEN OPEN 8
5 5
A65.1
12 A67.2
12 A67.2
12 A67.2
1' - 0" TYP.
7' - 8" 1' - 4"
TYP.
15 17
5 113
12 A67.2
12 A67.2
11 A67.2
11 A67.2
4 TYP.
15 5 10 5
A65.1
1' - 0" TYP. 4' - 0"
1' - 4"
1' - 6"
1' - 8 1/4" 7' - 3 3/4"
17 15
1 FLOOR-MOUNTED, OVERHEAD BRACED PHENOLIC-CORE PARTITIONS-SEE SPECS 2 WALL-HUNG PHENOLIC URINAL SCREEN, 42" HIGH X 18" DEEP 3 HEAVY-DUTY CURTAIN ROD (BOBRICK B-207X36) & CURTAIN (BOBRICK B-204-2) 4 FOLDING SHOWER SEAT (BOBRICK 5181) GRAB BARS FOR ACCESSIBLE TOILET (1-1/4" DIA. STAINLESS STEEL):
42" LENGTH @ SIDE WALL (BOBRICK B-5806X42)
36" LENGTH @ REAR WALL (BOBRICK B-5806X36)
56 1-1/4" DIA. STAINLESS STEEL GRAB BAR, 42", BOBRICK B-5806X42 7 PAPER TOWEL DISPENSER (BOBRICK B-2860) 8 RECESSED ELECTRIC HAND DRYER (DYSON AIRBLADE) 9 SURFACE MOUNTED LIQUID SOAP DISPENSER (BOBRICK B-2111) 10 TOILET PAPER DISPENSER (BOBRICK B-2892)
11 TOILET SEAT COVER DISPENSER (BOBRICK B-221)
12 24" x 36" FRAMED MIRROR, BOBRICK B-165 2436
13 MOP & BROOM HOLDER (BOBRICK B-224)
14 CLOTHES HOOK (BOBRICK B-2116)
* REFER SHEET GEN-5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR ALL ACCESSIBLE RESTROOM ACCESSORIES AND FIXTURES.
15 BABY CHANGING STATION (KOALA KB-110)
16 MOP SINK, SEE PLUMBING DRAWINGS
17 WALL-MOUNTED INDIVIDUAL SHOWER HEAD, FLUSH
18 WALL-MOUNTED LAVATORY - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 19 WALL-MOUNTED WATER CLOSET - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO 20 WALL-MOUNTED URINAL - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 21 WALL-MOUNTED SANITARY DISPOSAL - BOBRICK B270
22 WALL-MOUNTED SANITARY VENDING - BOBRICK B2706C 1 SOLID SURFACE COUNTERTOP, SEE FINSH PLAN AND SPECS. 3 UPPER PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 5 PHENOLIC LOCKERS, SEE SPECS AND DETAIL 6 10'-0" TALL STC 50 OPERABLE PARTITION 7 12" WIDE 36" TALL CMU WALL, PER DETAIL 8 4" HSS TUBE STEEL POSTS, PAINTED 9 STEEL GUARDRAIL, PAINTED 10 ADA LOCKER ROOM BENCH
11 ADA SHOWER, FOR MOUNTING HEIGHTS SEE
1/ A67.2
12 DRINKING FOUNTAIN, FOR MOUNTING SEE & 2 / GEN-58/ A67.1 2 BASE PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 4 FILLER PANEL @ SIDES OF CASEWORK, TYP. 13 ACCESSIBLE SINK
14 REFRIGERATOR, SEE SPECS, CFCI
11/ A65.1
4"x12" TILE WALL FINISH FLOOR TO CEILING WITH COVED BASE, FOR COLOR

AND PATTERN SEE
15 16 2"x2" TILE WALL FINISH, DALTILE COLOR OCEAN BLUE 1049 9 / A67.2 17 PHENOLIC LOCKER FILLER PANELS, SEE DETAILS AND SPECS. 8 / A65.1 18 DRESSING AREA

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ENLARGED LOCKER ROOM PLANS AND ELEVATIONS
A42.1
61 WOMENS LOCKER ROOM 1/4" = 1'
-0"
1 FLOOR PLAN LEGEND
1C
1D
1A 1B
1E
1F 1H
MENS LOCKER ROOM 1/4" = 1'
-0"
2 2A 2B 2C
2D 2E
2F 2H

RESTROOM ACCESSORY LEGEND

ENLARGED PLAN & ELEVATION KEYNOTES
METAL STUD WALL PER SHEET A61.1
12" CMU WALL PER SHEET A61.1

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
1 101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1

NUMBER INDICATED STOREFRONT PER SCHEDULE,
REFER TO SHEET A52.2
FIRE EXTINGUISHER CABINET PER DET. 3/A65.1
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.

3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE. 1i
60" MIN. ACCESSIBLE WHEELCHAIR

CLEAR TURNING SPACE
CLR.
60" MIN.
30"X48" MIN. ACCESSIBLE

WHEELCHAIR CLEAR FLOOR
SPACE
30"X48"
CLR.
10" CMU WALL PER SHEET A61.1
8" CMU WALL PER SHEET A61.1
RETAINING WALL - SEE STRUCT. DWGS. FOR ADD'L. INFO.
1' - 5"FOF
8' - 8"
1' - 11" FOF
7' - 2"
12' - 6 3/16"
3' - 0" 9' - 6 3/16"
1' - 11" 1' - 6 9/16" FOF FOF
1' - 5" 5' - 2 3/8"
7' - 6 3/8"
G G.8
5 21
11 10
5 155 SF
WOMEN
205
139 SF
MEN
207
18 SF
CUST.
206
A42.2
1A
1B
1C
A42.2 1D
1E
1F
1G
1H
1M A42.2
1L
14' - 2 3/8" 2' - 6 5/8"
5' - 4" 5' - 9" 4' - 10" 5' - 9" 5' - 10"
13' - 3"
2' - 0" 4' - 0"2' - 0" 4' - 0"
2' - 0" 2' - 11 5/8"
A42.2
1N
E E.6
5 4.5

4.2 4
5 4
1P 1O
A67.2
14 A67.2
14 5
5 10
11 10
11 10
11 15
15 22
5 9 12
2' - 10"
1' - 6"
2' - 10"
19 15 18 7 3' - 8"
1' - 0"
9 12 18 15
5 2' - 10"
11 4 15 5
2' - 10"
1' - 6"
15 19
1' - 6"
5 7 9 5
3' - 8"
12 11
A67.2
19 15 18 5 2' - 10"
12 9 4
11 A67.2
18 15 11
1 2
1' - 6"
2' - 10"
9 12
11 A67.2
19 15 20 18
2' - 10"
4' - 8"
2' - 8"
12 9 18 7 15 15 15 1
11 A67.2
15 1' - 6"
11 A67.2
15 19
1 1' - 6"
2' - 10"
12 9
11 A67.2
18 19
TYP. TYP.
15 11
A67.2
19 1' - 6"
15 1 15
11 A67.2
15 2' - 10"
2' - 1 3/8"
4' - 8"
15 15 7 9 12
15 16 13 16 15 13
15 15 19 19 11 15 10 5 19
1 FLOOR-MOUNTED, OVERHEAD BRACED PHENOLIC-CORE PARTITIONS-SEE SPECS 2 WALL-HUNG PHENOLIC URINAL SCREEN, 42" HIGH X 18" DEEP 3 HEAVY-DUTY CURTAIN ROD (BOBRICK B-207X36) & CURTAIN (BOBRICK B-204-2) 4 FOLDING SHOWER SEAT (BOBRICK 5181)
GRAB BARS FOR ACCESSIBLE TOILET (1-1/4" DIA. STAINLESS STEEL):
42" LENGTH @ SIDE WALL (BOBRICK B-5806X42)
36" LENGTH @ REAR WALL (BOBRICK B-5806X36)
5 6 1-1/4" DIA. STAINLESS STEEL GRAB BAR, 42", BOBRICK B-5806X42 7 PAPER TOWEL DISPENSER (BOBRICK B-2860)
8 RECESSED ELECTRIC HAND DRYER (DYSON AIRBLADE)
9 SURFACE MOUNTED LIQUID SOAP DISPENSER (BOBRICK B-2111) 10 TOILET PAPER DISPENSER (BOBRICK B-2892)
11 TOILET SEAT COVER DISPENSER (BOBRICK B-221)
12 24" x 36" FRAMED MIRROR, BOBRICK B-165 2436
13 MOP & BROOM HOLDER (BOBRICK B-224)
14 CLOTHES HOOK (BOBRICK B-2116)
* REFER SHEET GEN-5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR ALL ACCESSIBLE RESTROOM ACCESSORIES AND FIXTURES.
15 BABY CHANGING STATION (KOALA KB-110)
16 MOP SINK, SEE PLUMBING DRAWINGS
17 WALL-MOUNTED INDIVIDUAL SHOWER HEAD, FLUSH
18 WALL-MOUNTED LAVATORY - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 19 WALL-MOUNTED WATER CLOSET - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO 20 WALL-MOUNTED URINAL - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 21 WALL-MOUNTED SANITARY DISPOSAL - BOBRICK B270
22 WALL-MOUNTED SANITARY VENDING - BOBRICK B2706C
15 12
1 SOLID SURFACE COUNTERTOP, SEE FINSH PLAN AND SPECS.
3 UPPER PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 5 PHENOLIC LOCKERS, SEE SPECS AND DETAIL
6 10'-0" TALL STC 50 OPERABLE PARTITION
7 12" WIDE 36" TALL CMU WALL, PER DETAIL
8 4" HSS TUBE STEEL POSTS, PAINTED
9 STEEL GUARDRAIL, PAINTED
10 ADA LOCKER ROOM BENCH
11 ADA SHOWER, FOR MOUNTING HEIGHTS SEE 1 / A67.2
12 DRINKING FOUNTAIN, FOR MOUNTING SEE & 2 / GEN-5 8 / A67.1 2 BASE PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 4 FILLER PANEL @ SIDES OF CASEWORK, TYP.
13 ACCESSIBLE SINK
14 REFRIGERATOR, SEE SPECS, CFCI
11 / A65.1
4"x12" TILE WALL FINISH FLOOR TO CEILING WITH COVED BASE, FOR COLOR

AND PATTERN SEE
15 16 2"x2" TILE WALL FINISH, DALTILE COLOR OCEAN BLUE 1049 9 / A67.2
17 PHENOLIC LOCKER FILLER PANELS, SEE DETAILS AND SPECS. 8 / A65.1
18 DRESSING AREA
A42.2
7 8
9 10
1' - 6" 4' - 4" 1' - 6"
10' - 0"
2' - 8"
8' - 1"
FOFFOF
FOSFOS
15 11 5 10 19
2' - 10"
1' - 6"
1' - 5"
MAX.
10 19 5 15 20 9 18 12
2' - 10"
12 18 7 15
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

ENLARGED PLANS AND ELEVATIONS
A42.2
62 FLOOR PLAN LEGEND
SINGLE OCCUPANCY RESTROOM - RM 107 1/4" = 1'-0" 3
FAMILY RESTROOM 1/4" = 1'-0" 2
SECOND FLOOR RESTROOMS AND CUST. CLOSET 1/4" = 1'-0" 1
3C 3D
2A 2B 2C 2D
1A 1B 1C 1D
1E 1F 1G 1H
1L 1M
3A 3B

RESTROOM ACCESSORY LEGEND
1N

ENLARGED PLAN & ELEVATION KEYNOTES
1P 1O 1J 1K
SINGLE OCCUPANCY RESTROOM - RM 111 (112 SIM) 1/4" = 1'-0" 6 6A 6B 6C
6D
1 MICROWAVE
SPACE
WI#254
1' - 6"
WI#154B
3' - 3"
WI#100
2' - 6"
2' - 10"
2' - 6" 4' - 4"
WI#302
2' - 3"
WI#302
2' - 3"
WI#302
2' - 3"
2 13 3 14
4 4
5 5
A65.1
1' - 0" TYP.
1' - 4"
16 17 5
2 A65.1
1' - 0" TYP.
1' - 4"
16 17 5
5 A65.1
1' - 0" TYP.
1' - 4"
17 16
1 3
A34.2
2' - 8"
1 2' - 10"
4' - 4"
3 2
13 2' - 8"
1 2
2' - 10"
4' - 4" 2' - 6"
WI#302
2' - 3"
WI#302
2' - 3"
WI#302
2' - 3"
WI#302
2' - 3"
13 3 14
4 MICROWAVE
SPACE
WI#254
1' - 6"
WI#154B
3' - 3"
WI#100
2' - 6"
WI#254
6" 1' - 6"
4 3 14 1
13 2
2' - 10"
4' - 4"
2' - 8"
3' - 0"
12 2 6
23 1 1
3' - 0"
6' - 0"
4 6 5 8
7 10 9
11 A63.1 1
3' - 0"
8 7 1
3' - 0"
9 12 1
3' - 0"
6' - 0"
8 12 2
20 3 1 11
17 TYP.
16 10
A43.1
17 16 16 17
4 9 16
10 A43.1
16 16 4 9
1 FLOOR-MOUNTED, OVERHEAD BRACED PHENOLIC-CORE PARTITIONS-SEE SPECS 2 WALL-HUNG PHENOLIC URINAL SCREEN, 42" HIGH X 18" DEEP 3 HEAVY-DUTY CURTAIN ROD (BOBRICK B-207X36) & CURTAIN (BOBRICK B-204-2) 4 FOLDING SHOWER SEAT (BOBRICK 5181)
GRAB BARS FOR ACCESSIBLE TOILET (1-1/4" DIA. STAINLESS STEEL):
42" LENGTH @ SIDE WALL (BOBRICK B-5806X42)
36" LENGTH @ REAR WALL (BOBRICK B-5806X36)
5 6 1-1/4" DIA. STAINLESS STEEL GRAB BAR, 42", BOBRICK B-5806X42 7 PAPER TOWEL DISPENSER (BOBRICK B-2860)
8 RECESSED ELECTRIC HAND DRYER (DYSON AIRBLADE)
9 SURFACE MOUNTED LIQUID SOAP DISPENSER (BOBRICK B-2111) 10 TOILET PAPER DISPENSER (BOBRICK B-2892)
11 TOILET SEAT COVER DISPENSER (BOBRICK B-221)
12 24" x 36" FRAMED MIRROR, BOBRICK B-165 2436
13 MOP & BROOM HOLDER (BOBRICK B-224)
14 CLOTHES HOOK (BOBRICK B-2116)
* REFER SHEET GEN-5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR ALL ACCESSIBLE RESTROOM ACCESSORIES AND FIXTURES.
15 BABY CHANGING STATION (KOALA KB-110)
16 MOP SINK, SEE PLUMBING DRAWINGS
17 WALL-MOUNTED INDIVIDUAL SHOWER HEAD, FLUSH
18 WALL-MOUNTED LAVATORY - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 19 WALL-MOUNTED WATER CLOSET - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO 20 WALL-MOUNTED URINAL - REFER TO PLUMB. DWG'S. FOR ADD'L. INFO. 1 30" WIDE SS SINGLE BASIN SINK WITH INTEGRAL 18" DRAINBOARDS 2 36" WIDE REFRIGERATOR, CFCI
4 ICEMAKER, CFCI
5 MICROWAVE, CFCI
6 DUAL COFFEEMAKER WITH HOT WATER TAP, CFCI
7 36" RANGE, CFCI
8 42" RANGE HOOD, CFCI
3 RESIDENTIAL GRADE DISHWASHER, CFCI
9 SS MOBILE WIRE SHELVING, CFCI
10 ALUMINUM ROLL UP COUNTER SERVICE DOOR WITH SS JAMBS AND SILL 11 24" WIDE STAND UP FREEZER, CFCI
12 BACKSPLASH MOUNTED SS PREWASH FAUCET
1 SOLID SURFACE COUNTERTOP, SEE FINSH PLAN AND SPECS.
3 UPPER PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 5 PHENOLIC LOCKERS, SEE SPECS AND DETAIL
6 10'-0" TALL STC 50 OPERABLE PARTITION
7 12" WIDE 36" TALL CMU WALL, PER DETAIL
8 4" HSS TUBE STEEL POSTS, PAINTED
9 STEEL GUARDRAIL, PAINTED
10 ADA LOCKER ROOM BENCH
11 ADA SHOWER, FOR MOUNTING HEIGHTS SEE 1 / A67.2
12 DRINKING FOUNTAIN, FOR MOUNTING SEE & 2 / GEN-5 8 / A67.1 2 BASE PLASTIC LAMINATE MILLWORK, SEE DETAILS AND SPECS. 4 FILLER PANEL @ SIDES OF CASEWORK, TYP.
13 ACCESSIBLE SINK
14 REFRIGERATOR, SEE SPECS, CFCI
11 / A65.1
4"x12" TILE WALL FINISH FLOOR TO CEILING WITH COVED BASE, FOR COLOR

AND PATTERN SEE
15 16 2"x2" TILE WALL FINISH, DALTILE COLOR OCEAN BLUE 1049 9 / A67.2
17 PHENOLIC LOCKER FILLER PANELS, SEE DETAILS AND SPECS. 8 / A65.1
18 DRESSING AREA
7 A32.3

METAL STUD SOFFIT ENCLOSING

STEEL SUPPORT BEAM FOR OPERABLE

PARTITION

METAL STUD WALL

OPERABLE PARTITION SEE SPECS

TOP OF METAL STUD WALL TO

BE ENCLOSED AND SLOPED

TO ALIGN FLUSH WITH

BOTTOM OF GLULAM BEAM

GLULAM BEAM
1' - 9" 9' - 0"
10' - 9"
5 A32.3

METAL STUD WALL, SEE PLAN

FOR TYPE
H
E
A
D
E
R
H
EIG
H
T
8' - 0" W
ALL O
P
E
NIN
G
9' - 0" C
E
M
E
N
T
PLA
S
T
E
R
C
EILIN
G
A67.2
3 COVED TILE BASE

FULL HEIGHT TILE WALL

CEMENT PLASTER CEILIGN PER RCP

TILED EXTERIOR WALL PER ELEVATIONS
9 / A67.2

CONCRETE FLOOR SLOPED TO DRAIN
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

INTERIOR ELEVATIONS
A43.1
63 KITCHEN 1/4" = 1'-0" 1
4A
LIFEGUARD ROOM 1/4" = 1'-0" 2
5A 5B 5C
BREAK ROOM 1/4" = 1'-0" 6
2A 2B 2C 2D
LOCKER ROOM 1/4" = 1'-0" 5
1A 1B 1C 1D
4A 4B 4C
3C
OUTDOOR SHOWER 2 1/4" = 1'-0" 4
OUTDOOR SHOWER 1 1/4" = 1'-0" 3
3A 3B

RESTROOM ACCESSORY LEGEND

KITCHEN ACCESSORIES LEGEND
NOTE:

COORDINATE WITH MECH., PLUMB., AND ELEC. FOR

ROUGH-IN UTILITY LOCATIONS FOR ALL APPLIANCES

AND FIXTURES

ENLARGED PLAN & ELEVATION KEYNOTES
OPERABLE PARTITION ELEVATION 1/4" = 1'-0" 7
EXTERIOR SHOWER SECTION 1/4" = 1'-0" 10

COVED TILE BASE, TYP

COVED TILE BASE, TYP
1 A44.1
3 A44.1
5 A44.1
1/2" 4' - 3" 4' - 3"
1 1/2" 4' - 0" 1 1/2" 1 1/2" 4' - 0" 1 1/2"
1' - 0"
7 EQ. TREADS @ 11" EA.
6' - 5" 4' - 1 1/2" 1/2"
5" 4' - 0" 1 1/2" 1/2" WORK POINT

STARTER NOSING

WORK POINT

STARTER NOSING
5" Y.1
1 A44.1
3 A44.1
5 A44.1
1' - 11"
14 EQ. TREADS @11" EA.
12' - 10" 5" STARTER NOSING

WORK POINT
Y.1
4' - 0 1/2" 3"
1-1/2" ROUND SS 4" HIGH CANE DETECTION RAIL WITH 1"
ROUND SS SUPPORT POSTS AT 4'-0" O.C., ALIGN WITH
STAIR STRINGER. EXTEND RAILING TO MAINTAIN 6'-8"
MIN. HEAD HEIGHT CLEARANCE. RAIL TO CONTINUE
UNDER STAIR AND TERMINATE 3" FROM WALL FINISH.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
5 A44.1
1/2"
A64.1
4 A64.1
1 H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
G
U
A
R
D
H
EIG
H
T
3' - 6"

EXTENSION
1'-11"

HANDRAIL
TREAD
11"
TYP.
12" WIDE PRE-CAST

CONCRETE PLANK LANDING

INTERMEDIATE HSS BEAM

TO SUPPORT PRE-CAST
CONC. PLANKS
Y.1
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
5 A44.1
4' - 1 1/2" 1/2"
A64.1
7 A64.1
6 H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
G
U
A
R
D
H
EIG
H
T
3' - 6"
12" WIDE PRE-CAST CONCRETE

PLANK LANDING

INTERMEDIATE HSS BEAM TO
SUPPORT PRE-CAST CONC. PLANKS
G
U
A
R
D
H
EIG
H
T
3' - 6"
H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
Y.1
6' - 8" CLR.
1-1/2" ROUND SS 4" HIGH CANE
DETECTION RAIL WITH 1" ROUND SS
SUPPORT POSTS AT 4'-0" O.C., ALIGN
WITH STAIR STRINGER. EXTEND
RAILING TO MAINTAIN 6'-8" MIN. HEAD
HEIGHT CLEARANCE.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
1 A44.1
3 A44.1
12" WIDE PRE-CAST

CONCRETE PLANK

LANDING

INTERMEDIATE HSS

BEAM TO SUPPORT
PRE-CAST CONC.

PLANKS

HSS BEAM BEYOND
G
U
A
R
D
H
EIG
H
T
3' - 6"
H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
1-1/2" ROUND SS 4" HIGH CANE
DETECTION RAIL WITH 1" ROUND SS
SUPPORT POSTS AT 4'-0" O.C., ALIGN
WITH STAIR STRINGER. EXTEND
RAILING TO MAINTAIN 6'-8" MIN. HEAD
HEIGHT CLEARANCE. RAIL TO

CONTINUE UNDER STAIR AND
TERMINATE 3" FROM WALL FINISH.

ALIGN
4' - 0 1/2" 3"
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

INTERIOR STAIR PLANS AND SECTIONS
A44.1
64 INTERIOR STAIR SECOND FLOOR PLAN 1/2" = 1'-0" 4 INTERIOR STAIR FIRST FLOOR PLAN 1/2" = 1'-0" 2 INTERIOR STAIR SECTION 3 1/2" = 1'-0" 5 INTERIOR STAIR SECTION 2 1/2" = 1'-0" 3 INTERIOR STAIR SECTION 1 1/2" = 1'-0" 1 1 A44.2
5 A44.2
3 A44.2

LANDING
6' - 5 1/4" 5"
16 EQ. TREADS @ 11" EA.
14' - 8"

WORK POINT

STARTER
NOSING
B.9 C D
7 6.9
1 A44.2
5 A44.2
3 A44.2
1' - 11"
5 E
Q. T
R
E
A
D
S
@ 11" E
A.
4' - 7" 5"
LA
N
DIN
G
4' - 0" 1 1/2"

WORK POINT

STARTER
NOSING
16 EQ. TREADS @ 11" EA.
14' - 8"

LANDING
4' - 0" 1 1/2"
B.9 C D
7 6.9
1-1/2" ROUND SS 4" HIGH CANE DETECTION RAIL
WITH 1" ROUND SS SUPPORT POSTS AT 4'-0"
O.C., ALIGN WITH STAIR STRINGER. EXTEND
RAILING TO MAINTAIN 6'-8" MIN. HEAD HEIGHT
CLEARANCE. RAIL TO CONTINUE UNDER STAIR
AND TERMINATE 3" FROM CMU WALL.
3"
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
3 A44.2
A64.1
9 A64.1
1 H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
G
U
A
R
D
H
EIG
H
T
3' - 6"
12" WIDE PRE-CAST CONCRETE

PLANK LANDING

HSS BEAM BEYOND
7 6.9
1-1/2" ROUND SS 4" HIGH CANE
DETECTION RAIL WITH 1" ROUND SS
SUPPORT POSTS AT 4'-0" O.C., ALIGN
WITH STAIR STRINGER. EXTEND
RAILING TO MAINTAIN 6'-8" MIN. HEAD
HEIGHT CLEARANCE. RAIL TO

CONTINUE UNDER STAIR AND
TERMINATE 3" FROM CMU WALL.

LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
1 A44.2
5 A44.2
A64.1
6 A64.1
9 H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
G
U
A
R
D
H
EIG
H
T
3' - 6"
H
A
N
D
R
AIL H
EIG
H
T
3' - 0"
G
U
A
R
D
H
EIG
H
T
3' - 6"
12" WIDE PRE-CAST CONCRETE

PLANK LANDING

HSS BEAMS AND COLUMNS PER

STRUCTURAL

STEEL AND WOOD TRELLIS, SEE

ELEVATIONS AND SECTIONS FOR
ADD'L INFO.

D
3"
1-1/2" ROUND SS 4" HIGH CANE
DETECTION RAIL WITH 1" ROUND SS
SUPPORT POSTS AT 4'-0" O.C., ALIGN
WITH STAIR STRINGER. EXTEND
RAILING TO MAINTAIN 6'-8" MIN. HEAD
HEIGHT CLEARANCE. RAIL TO

CONTINUE UNDER STAIR AND
TERMINATE 3" FROM CMU WALL.

CMU WALL
6' - 0"
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
3 A44.2
12" WIDE PRE-CAST CONCRETE

PLANK LANDING

HSS BEAMS AND COLUMNS PER

STRUCTURAL

STEEL AND WOOD TRELLIS, SEE

ELEVATIONS AND SECTIONS FOR
ADD'L INFO.

A63.1
10 6.9 7

CMU WALL AND STEEL GATE

HIDDEN FOR CLARITY
1-1/2" ROUND SS 4" HIGH CANE DETECTION
RAIL WITH 1" ROUND SS SUPPORT POSTS
AT 4'-0" O.C., ALIGN WITH STAIR STRINGER.

EXTEND RAILING TO MAINTAIN 6'-8" MIN.

HEAD HEIGHT CLEARANCE. RAIL TO

CONTINUE UNDER STAIR AND TERMINATE
3" FROM CMU WALL.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

EXTERIOR STAIR PLANS AND SECTIONS
A44.2
65 EXTERIOR STAIR SECIOND FLOOR PLAN 1/2" = 1'-0" 4 EXTERIOR STAIR FIRST FLOOR PLAN 1/2" = 1'-0" 2 EXTERIOR STAIR SECTION 3 1/2" = 1'-0" 5 EXTERIOR STAIR SECTION 2 1/2" = 1'-0" 3 EXTERIOR STAIR SECTION 1 1/2" = 1'-0" 1 7'-1 1/2". 6' - 3".
8' - 0" 7' - 4" 12' - 6" 12' - 0" 15' - 10"
6' - 0".
+/- 11' - 7 1/2" 15' - 10"
55' - 8"
13' - 4 1/2".
5 A44.3
8 A44.3
E
Q
E
Q
10 3/8"
3" MIN. / 3-7/8" MAX.

EQ
EQ
4X4 HSS POST
9 A44.3
+/- 16' - 0"
+/- 13' - 7"
F H
2 1.3
Y.1
3 A34.2
13' - 4 15/32"
9 9/32"
8' - 0" 7' - 4" 12' - 6" 12' - 0" 15' - 10"
11" 6' - 0 13/16" 11"
7' - 10 13/16"
+/- 11' - 7 1/2" 15' - 10"
+/- 27' - 5 1/2"
11" 6' - 0 1/16"
55' - 8"
14' - 1 3/4"
5 A44.3
6 1/2"
TYP.
8 A44.3
4X10 HSS BEAM
4X8 HSS BEAM
2X8 WOOD JOIST
9 A44.3
F H
2 1.3
Y.1
15' - 9"
16' - 7" 4' - 1"
15' - 9" 12' - 9" 6' - 6 1/4"
20' - 8"
35' - 0 1/4"
4X4 HSS POST
4 A44.3
7 A44.3
7 LINE OF SHADE TRELLIS ABOVE

LINE OF SHADE STAIR ABOVE
11" 9' - 2 1/2" 6' - 6 1/2" 11" 11' - 10" 6' - 6 1/4" 11" 11" 15' - 8" 4' - 6" 6"
21' - 7"
36' - 10 1/4"
21' - 1"
11" 16' - 7" 3' - 7"
34 2x8 JOIS
T
S
E
Q. S
P
A
C
E
D
E
Q. S
P
A
C
E
D
6 2X8 JOIS
T
S
4X10 HSS BEAM
4X8 HSS BEAM
2X8 WOOD JOIST
4 A44.3
7 A44.3
7 LEVEL 1 F.F.
0"
7 A64.2 A44.3
3 A64.2
4 A64.2
2 A64.2
1 B
O
T
T
O
M
O
F
B
E
A
M
9' - 2"
4X10 HSS BEAM
2X8 WOOD JOIST
4X4 HSS POST
2X10 HSS BEAM
6' - 0" C
M
U
W
ALL
LEVEL 1 F.F.
0"
8 A64.2 A44.3
5 B
O
T
T
O
M
O
F
B
E
A
M
10' - 8"
4X10 HSS BEAM
2X8 WOOD JOIST
4X4 HSS POST
BEYOND

FENCE BEYOND
S
E
E LA
N
D
S
C
A
P
E
8' - 0" C
M
U
W
ALL A
N
D
F
E
N
CIN
G
A64.2
4 LEVEL 1 F.F.
0"
5 A44.3 A64.2
8 B
O
T
T
O
M
O
F
B
E
A
M
10' - 8"
2X10 HSS BEAM
4X10 HSS BEAM
2X8 WOOD JOIST
4X4 HSS POST
8' - 0"
8'-0" TALL SITE

FENCING, SEE

LANDSCAPE
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
A64.2
10 A64.2
9 B
O
T
T
O
M
O
F
B
E
A
M
10' - 8"
2X10 HSS BEAM
4X10 HSS BEAM
2X8 WOOD JOIST
4X4 HSS POST
A64.2
3 WIRE MESH INFILL PANEL
12" WIDE CMU WALL
3' - 6"
8'-0" TALL ACCESS GATE
A64.2
15 11
A64.2

PROVIDE LOCKABLE CANE

BOLT FOR SECURING OF

GATE IN THE OPEN AND
CLOSED POSITION.

CONCRETE SHALL BE
SLEEVED 2" TO RECEIVE

CANE BOLT IN OPEN AND
CLOSED POSITION.

LEVEL 1 F.F.
0"
4 A64.2 A44.3
7 A64.2
6 B
O
T
T
O
M
O
F
B
E
A
M
9' - 2"
4X10 HSS BEAM
2X8 WOOD JOIST
4X4 HSS POST
2X10 HSS BEAM
6' - 0" C
M
U
W
ALL
7 A64.2
3 A64.2
4 G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

TRELLIS PLANS AND SECTIONS
A44.3
66 ENLARGED NORTH TRELLIS SECOND FLOOR PLAN 1/4" = 1'-0" 6 ENLARGED NORTH TRELLIS FIRST FLOOR PLAN 1/4" = 1'-0" 3 ENLARGED SOUTH TRELLIS FIRST FLOOR PLAN 1/4" = 1'-0" 1
ENLARGED SOUTH TRELLIS SECOND FLOOR PLAN 1/4" = 1'-0" 2 SOUTH TRELLIS SECTION 1 1/2" = 1'-0" 4
NORTH TRELLIS SECTION 3 1/2" = 1'-0" 9 NORTH TRELLIS SECTION 2 1/2" = 1'-0" 8 NORTH TRELLIS SECTION 1 1/2" = 1'-0" 5 SOUTH TRELLIS SECTION 2 1/2" = 1'-0" 7
UP
UP
CARPET TILE C-1 - BENTLY MILLS STYLE COIN-OP II 18"X36" COLOR - BOTS 400061; BRICK INSTALLATION METHOD
CERAMIC FLOOR TILE; DAL TILE 12"X24"; COLOR - TBD;
(COVED WALL BASE TO MATCH FLOOR COLOR TILE)
CERAMIC FLOOR TILE; DAL TILE KEYSTONES 2"X2"; COLOR - TBD; (COVED WALL BASE TO MATCH FLOOR COLOR TILE)
RESILIENT FLOORING - 6"X48" LVP

COLOR - TBD
EXPOSED CONCRETE TOPPING SLAB; INTEGRAL COLOR TBD

CLEAR EPOXY SEALANT, SEE SPECS
URETHANE FLOOR COATING; COLOR - TBD
(COVED WALL BASE TO BE INTEGRAL BUILD UP)
4" HIGH RUBBER BASE; COLOR - TBD
4" HIGH COVED RUBBER BASE; COLOR - TBD
TILE COVED BASE; 4"X12"; COLOR - TBD
TILE COVED BASE: 2"X2"; COLOR - TBD
6" HIGH INTEGRAL URETHANE COVED BASE; COLOR - TBD
C
1 FLOORS
GENERAL AREA PAINT COLOR P-1: COLOR TBD
ACCENT PAINT COLOR P-2; COLOR TBD
RESTROOM WALL TILE T-1 - DALTILE - 4"X24" SEMI-GLOSS;
FIELD COLOR: TBD; ACCENT STRIPE COLOR; TBD
WALL TILE T-2 - DALTILE - 2"X2" SEMI-GLOSS;
COLOR: TBD

FRP WALL PANELING
COLOR: TBD

SS WALL PANELING
COLOR: TBD
P
1 P
2 WALLS
WOOD-GRAIN PLASTIC LAMINATE #1 - CABINETS - WILSONART; 7960K-18 STUDIO TEAK

LINEARITY FINISH
PLASTIC LAMINATE #2 - CABINETS - WILSONART COLOR TBD (MATTE FINISH) ONE QUARTZ SURFACE #1 - DALTILE; OQ53 STATUARY UNITY; MARBLE LOO ONE QUARTZ SURFACE #2 - DALTILE; NQ66 FRESH LINENS; MONOCHROMATIC LOOK STAINLESS STEEL SURFACE - CUSTOM COUNTER; FOOD GRADE FINISH PL
1 S
1 MILLWORK

TOILET PARTITIONS (TYPICAL ALL ROOMS) - PHENOLIC COLOR TBD PT
1 MISCELLANEOUS
ACT-1 2' x 4' SUSPENDED ACOUSTICAL CEILING - SEE SPECS
GB GYP. BOARD CEILING; COLOR TO BE P-1
OTS EXPOSED; METAL DECK, STRUCTURAL FRAMING AND DUCTWORK TO BE PREPPED AND PAINTED P-1

CEILINGS
PL
2 T
1 T
2 V
1 E
1 Z
1 B
1 B
2 TB
1 TB
2 ZB
1 T
1 T
2 F
1 S
1 S
2 S
3 1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100
599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
ABOVE
E
1 T
1 TB
1 E
1 T
1 P
1 V
1 E
1 T
1 TB
1 E
1 T
1 TB
1 T
1 T
1 TB
1 P
1 B
2 T
1 T
1 TB
1 P
1 B
1 T
1 T
1 TB
1 T
1 T
1 TB
1 T
1 T
1 TB
1 P
1 E
1 P
1 E
1 P
1 E
1 P
1 B
1 P
1 B
2 P
1 B
1 P
1 B
2 P
1 B
2 P
1 B
2 P
1 B
2 P
2 B
1 F
1 ZB
1 Z
1 P
1 ZB
1 Z
1 P
1 E
1 V
1 C
1 C
1 C
1 C
1 V
1 V
1 S
1 V
1 V
1 V
1 S
1 S
1 PL
1 S
2 S
2 PL
2 S
3 T
2 TB
2 T
2 TB
2 G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FIRST FLOOR INTERIOR FINISH SCHEDULE
A50.1
67 INTERIOR FINISH LEGEND
FIRST FLOOR INTERIOR FINISH PLAN 1/4" = 1'-0" 1

FINISH SCHEDULE - FIRST FLOOR
# NAME FLOOR BASE

WALL CEILING

MATERIAL FINISH MATERIAL FINISH COMMENTS
- ELEV.
100 LOBBY V-1 B-2 GB P-1 OTS PAINTED
101 CIRCULATION V-1 B-2 GB P-1 GB PAINTED OTS PER RCP
102 RECEPTION C-1 B-1 GB P-2 GB PAINTED
103 OFFICE C-1 B-1 GB P-1 ACT-1 M.F.R
104 CONFERENCE C-1 B-1 GB P-1 ACT-1 M.F.R
105 BREAK ROOM V-1 B-2 GB P-1 ACT-1 M.F.R
106 STORAGE V-1 B-2 GB P-1 ACT-1 M.F.R
107 RESTRM. T-1 TB-1 TILE T-1 GB PAINTED
108 CUST. T-1 TB-1 TILE T-1 OTS PAINTED
109 ELEV. CONTROL V-1 B-2 GB P-1 GB PAINTED
110 SENIOR

PROGRAM ROOM
V-1 B-2 GB P-1 ACT-1 M.F.R
111 RESTROOM T-1 TB-1 TILE T-1 GB PAINTED
112 RESTROOM T-1 TB-1 TILE T-1 GB PAINTED
113 STORAGE V-1 B-2 GB P-1 ACT-1 M.F.R
114 OFFICE C-1 B-1 GB P-1 ACT-1 M.F.R
115 PANTRY Z-1 ZB-1 GB P-1 ACT-1 M.F.R
116 KITCHEN Z-1 ZB-1 FRP / SS F-1 / SS-1 GB PAINTED
117 ELEC. E-1 B-1 GB P-1 GB PAINTED
118 INVERTER E-1 B-1 GB P-1 GB PAINTED
119 FSR E-1 B-1 GB P-1 OTS PAINTED
120 LIFEGUARD V-1 B-2 GB P-1 ACT-1 M.F.R
121 HALL E-1 - - - - - STUCCO WALLS AND CEILING; COLOR TO MATCH EXT. ELEVATIONS
122 CUST. T-1 TB-1 TILE T-1 GB PAINTED
123 WOMEN E-1 TB-1 TILE T-1 GB PAINTED
124 FAMILY E-1 TB-1 TILE T-1 GB PAINTED
125 LOCKERS E-1 TB-1 TILE T-1 GB PAINTED
126 MEN E-1 TB-1 TILE T-1 GB PAINTED

FINISH SCHEDULE
CARPET TILE C-1 - BENTLY MILLS STYLE COIN-OP II 18"X36" COLOR - BOTS 400061; BRICK INSTALLATION METHOD
CERAMIC FLOOR TILE; DAL TILE 12"X24"; COLOR - TBD;
(COVED WALL BASE TO MATCH FLOOR COLOR TILE)
CERAMIC FLOOR TILE; DAL TILE KEYSTONES 2"X2"; COLOR - TBD; (COVED WALL BASE TO MATCH FLOOR COLOR TILE)
RESILIENT FLOORING - 6"X48" LVP

COLOR - TBD
EXPOSED CONCRETE TOPPING SLAB; INTEGRAL COLOR TBD

FRP WALL PANELING
COLOR: TBD

SS WALL PANELING
COLOR: TBD
P
1 P
2 WALLS
WOOD-GRAIN PLASTIC LAMINATE #1 - CABINETS - WILSONART; 7960K-18 STUDIO TEAK

CEILINGS
PL
2 T
1 T
2 V
1 E
1 Z
1 B
1 B
2 TB
1 TB
2 ZB
1 T
1 T
2 F
1 S
1 S
2 S
3 684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
98 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.

T
1 T
1 TB
1 T
1 T
1 TB
1 P
1 B
1 P
1 B
1 T
1 T
1 TB
1 P
1 B
1 P
1 B
1 P
1 B
1 P
1 B
1 P
1 B
1 P
1 B
1 P
1 B
2 P
1 B
2 P
1 B
2 P
2 B
2 22 SF
IT
202
C
1 V
1 C
1 C
1 C
1 C
1 V
1 C
1 C
1 C
1 V
1 V
1 G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SECOND FLOOR INTERIOR FINISH SCHEDULE
A50.2
68 FINISH SCHEDULE INTERIOR FINISH LEGEND
SECOND FLOOR INTERIOR FINISH PLAN 1/4" = 1'-0" 1

FINISH SCHEDULE - SECOND FLOOR
# NAME FLOOR BASE

WALL CEILING

MATERIAL FINISH MATERIAL FINISH COMMENTS
200 CIRCULATION V-1 B-2 GB P-1 GB PAINTED
201 RECEPTION V-1 B-2 GB P-1 / P-2 GB PAINTED
202 IT V-1 B-2 GB P-1 OTS PAINTED
203 PROGRAM ROOM
1 C-1 B-1 GB P-1 ACT-1 M.F.R
204 STOR. C-1 B-1 GB P-1 GB PAINTED
205 WOMEN T-1 TB-1 TILE T-1 GB PAINTED
206 CUST. T-1 TB-1 TILE T-1 OTS PAINTED
207 MEN T-1 TB-1 TILE T-1 GB PAINTED
208 LOUNGE C-1 B-1 GB P-1 OTS PAINTED
209 PROGRAM ROOM
2 C-1 B-1 GB P-1 OTS PAINTED
210 STORAGE C-1 B-1 GB P-1 GB PAINTED
211 PROGRAM ROOM
3 C-1 B-1 GB P-1 OTS PAINTED
212 STORAGE C-1 B-1 GB P-1 GB PAINTED
213 PROGRAM ROOM
4 C-1 B-1 GB P-1 OTS PAINTED
214 STORAGE V-1 B-2 GB P-1 GB PAINTED

F FLUSH

HEIGHT PER SCHEDULE
WIDTH PER SCHED.

PAIR WHERE OCCURS - NOTED IN
SCHEDULE WITH DOUBLE TAG, I.E.
'G-G''

FG FULL GLASS

HEIGHT PER SCHEDULE
WIDTH PER SCHED.

PAIR WHERE OCCURS - NOTED IN
SCHEDULE WITH DOUBLE TAG, I.E.
'FG-FG''

TEMPERED
GLASS
@ RATED DOORS
54" MAX. 1' - 0"
2' - 0" 6" L LOUVER

HEIGHT PER SCHEDULE
WIDTH PER SCHED.

PAIR WHERE OCCURS - NOTED IN
SCHEDULE WITH DOUBLE TAG, I.E.
'L-L'
1' - 0"
DOOR LOUVER, 18"X24" TOP

AND BOTTOM
WIDTH PER SCHED.

HEIGHT PER SCHEDULE

N NARROW LITE PAIR WHERE OCCURS - NOTED IN

SCHEDULE WITH DOUBLE TAG,
I.E.'N-N'

RH ROOF HATCH

OR OVERHEAD ROLLING

GARDENA COMMUNITY AQUATICS AND SENIOR CENTER - CITY SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DOOR SCHEDULE
A52.1
69 DOOR SCHEDULE

NUMBER WIDTH HEIGHT

DOOR FRAME DETAILS HARDWARE

TYPE MATERIAL FINISH MATERIAL FINISH FIRE RATING REMARKS HEAD

DETAIL JAMB THRESHOLD GROUP PH
100 6' - 0" 8' - 0" FG-FG AL/GL AC AL AC 13/A63.1 13/A63.1 5/A63.2 05 YES NR CR, AO 101-1 3' - 0" 8' - 0" FG AL/GL AC AL AC 15/A63.1 15/A63.1 5/A63.2 01 YES NR CR, AO 101-2 6' - 4" 7' - 10" FG-FG AL/GL AC AL AC 12/A63.1 12/A63.1 5/A63.2 05 YES NR CR, AO 103-1 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 14 NR CR 103-2 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 16 NR CR 104 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 14 NR CR 105 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 14 NR CR 106 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 17 NR CR 107 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 24 NR 108 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 28 NR 109 3' - 6" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 32 NR 110-1 3' - 6" 7' - 0" FG AL/GL AC HM P 1/A63.1 1/A63.1 9/A63.1 13 YES NR CR, AO 110-2 6' - 0" 7' - 0" FG-FG AL/GL AC AL AC 13/A63.1 13/A63.1 5/A63.2 05 CR, AO 111 3' - 0" 7' - 0" F SCW P HM P 1/A63.1 1/A63.1 9/A63.1 25 NR 112 3' - 0" 7' - 0" F SCW P HM P 1/A63.1 1/A63.1 9/A63.1 25 NR 113 5' - 8" 7' - 0" F-F SCW P HM P 1/A63.1 1/A63.1 9/A63.1 22 NR CR 114 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 14 NR CR 115 3' - 0" 7' - 0" F SCW P HM P 1/A63.1 1/A63.1 9/A63.1 17 NR CR 116-1 3' - 0" 7' - 0" N SCW/GL P HM P 1/A63.1 1/A63.1 9/A63.1 14 NR CR 116-2 3' - 0" 8' - 0" F HM P HM P 2/A63.1 2/A63.1 7/A63.1 07 YES NR CR 116-3 6' - 11" 8' - 0" OR AL AC SS FF - - - 18 NR OVER HEAD ROLLING COUNTER DOOR 117 3' - 0" 8' - 0" F HM P HM P 6/A63.1 3/A63.1 7/A63.1 08 NR 118 3' - 0" 7' - 0" F HM P HM P 1/A63.1 1/A63.1 9/A63.1 29 NR 119 3' - 0" 8' - 0" F HM P HM P 6/A63.1 3/A63.1 7/A63.1 08 NR 120 3' - 0" 7' - 9 1/2" FG AL/GL AC AL AC 12/A63.1 12,13/A63.1 5/A63.2 04 NR CR 122 3' - 0" 7' - 0" F HM P HM P 14/A63.1 14/A63.1 9/A63.2 30 NR 123 3' - 0" 7' - 0" F HM P HM P 14/A63.1 14/A63.1 9/A63.2 26 NR 124 3' - 0" 7' - 0" F HM P HM P 14/A63.1 14/A63.1 9/A63.2 25 NR 126 3' - 0" 8' - 0" F HM P HM P 2/A63.1 2/A63.1 7/A63.1 26 NR 200-1 3' - 0" 8' - 0" FG AL/GL AC AL AC 12/A63.2 11/A63.2 7/A63.1 SIM 02 NR 200-2 3' - 0" 7' - 7" FG AL/GL AC AL AC 15/A63.1 13/A63.1 10/A63.1 03 YES NR CR 202 6' - 0" 7' - 0" F-F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 34 NR 203 6' - 0" 7' - 0" N-N SCW/GL P HM P 1/A63.1 1/A63.1 9/A63.1 21 YES NR CR 204 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 15 NR CR 205 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 27 NR 206 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 31 NR 207 3' - 0" 7' - 0" F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 27 NR 208-1 3' - 0" 7' - 0" FG AL/GL AC AL AC 4/A63.1 4/A63.1 9/A63.1 14 NR CR 208-2 3' - 0" 8' - 0" FG AL/GL AC AL AC 13/A63.1 13/A63.1, 11/A63.2
5/A63.2 SIM 03 NR CR
209 3' - 0" 7' - 0" N SCW/GL P AL AC 4/A63.1 4/A63.1 9/A63.1 19 YES NR CR 210-1 6' - 0" 7' - 0" F-F SCW P AL AC 4/A63.1 3/A63.1 9/A63.1 23 NR CR 210-2 3' - 0" 1' - 0 19/32" RH ST FF ST FF - - - 33 NR ROOF ACCESS HATCH 211 3' - 0" 7' - 0" N SCW/GL P AL AC 4/A63.1 4/A63.1 9/A63.1 19 YES NR CR 212 6' - 0" 7' - 0" F-F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 22 NR CR 213 6' - 0" 7' - 0" N-N SCW/GL P AL AC 4/A63.1 4/A63.1 9/A63.1 20 YES NR CR 214 6' - 0" 7' - 0" F-F SCW P AL AC 4/A63.1 4/A63.1 9/A63.1 35 NR 301 3' - 0" 7' - 0" F HM P HM P 6/A63.1 3/A63.1 7/A63.1 09 YES NR 302 5' - 8" 7' - 0" F-F HM P HM P 6/A63.1 3/A63.1 7/A63.1 06 NR CR 303 5' - 8" 7' - 0" F-F HM P HM P 6/A63.1 3/A63.1 7/A63.1 11 NR 304 5' - 8" 7' - 0" L-L HM P HM P 6/A63.1 3/A63.1 7/A63.1 11 NR 305 5' - 8" 7' - 0" L-L HM P HM P 6/A63.1 3/A63.1 7/A63.1 11 NR 306-2 3' - 0 3/4" 6' - 10" G-EE ST P ST P - 7/A40.2 - 10 YES NR PEDESTRIAN GATE AT TRASH ENCLOSURE 306-3 8' - 0" 6' - 10" G-DD ST P ST P - 7/A40.2 - 12 NR BIN GATE AT TRASH ENCLOSURE

DOOR LEGEND

AL - ALUMINUM

AC - ANODIZED CLEAR

AO - AUTOMATIC OPENER

BZ - ANODIZED BRONZE

CC - CONCEALED CLOSER

CLR - CLEAR

CR - CARD READER / ACCESS CONTROL

FC - FLOOR CLOSER

FF - FACTORY FINISH

FLFD - FUSIBLE LINK FIRE DAMPER

FP - FIELD PAINT

FPFP - FACTORY PRIMED, FIELD PAINTED

FRA - FIRE RATED ASSEMBLY

FS - FIELD STAINED

GA - GALVANIZED

GL - GLASS OR GLAZING

GS - GALVANIZED STEEL

HM - HOLLOW METAL

KY - FLUOROPOLYMER FINISH (SEE SPECS)

LVR - LOUVER

MF - MILL FINISH

MR - MIRRORED GLASS

MAG - MAGNETIC HOLD OPEN

P - PAINTED (FOR EXISTING FRAMES - PAINT SHALL INCLUDE

PREP AND REPAIR OF EXISTING FRAME, TYPICAL

PG - PAINT GRADE

PH - PANIC HARDWARE

PR - PAIR

SCW - SOLID CORE WOOD

SG - STAIN GRAIN

SMC - SURFACE MOUNTED CLOSER

ST - STEEL

SS - STAINLESS STEEL

TEMP - TEMPERED

1. LETTER "P" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A PAIR OF DOORS. SCHEDULED DIMENSION IS TOTAL FRAME OPENING. BOTH DOOR LEAVES ARE THE SAME SIZE UNLESS OTHERWISE NOTED.

2. LETTER "X" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A FIXED PANEL ABOVE DOOR LEAF. DOOR LEAF IS TO BE 7'-0" HIGH. SCHEDULED DIMENSION IS HEIGHT OF ACTIVE DOOR LEAF PLUS FIXED PANEL. FIXED PANEL SHALL BE OF SAME MATERIAL, CONSTRUCTION, THICKNESS, AS FINISH AS ACTIVE DOOR AND PROVIDED BY THE SAME MANUFACTURER AS DOOR.

3. LOUVERS IN FIRE-RATED DOOR ASSEMBLIES TO BE FLFD (FUSIBLE LINK FIRE DAMPER), LOUVERS IN EXTERIOR DOORS TO BE VANDAL-PROOF SECURITY TYPE.

4. GLAZING, ALL GLAZING PANELS IN FIRE-RATED DOOR ASSEMBLIES TO BE RATED GLASS. ALL OTHER GLAZING PANELS IN DOORS TO BE TEMPERED GLASS UNLESS OTHERWISE NOTED.

5. ALL DOORS NOTED AS 1-HOUR, AND 1 1/2-HOUR FIRE-RATED ASSEMBLIES SHALL MEET THE ADDITIONAL REQUIREMENTS OF MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT AFTER 30 MINUTES OF THE FIRE TEST. (CBC SEC. 1005.3.3.5 AND 1005.3.4.4).

6. THICKNESS: ALL DOORS TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED.

7. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING ALL SIDES PER TITLE 24, SECTION T20-1451-1542.

8. ALL WOOD DOORS TO BE SOLID-CORE TYPE.

9. EXIT DOORS SERVING 50 OR MORE OCCUPANTS SHALL OPEN IN THE DIRECTION OF EXIT.

10. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ANY SPECIAL LOCKING DEVICES SHALL BE OF THE APPROVED TYPE.

CBC CHAPTER 33 AND UFC SECTION 12,104(B).

11. DOOR HARDWARE SHALL COMPLY WITH THE FOLLOWING PER CBC 11B-404.2

1. OPERABLE BY A SIMPLE EFFORT, NOT GRASPING WRIST MOVEMENT (LEVERS, PANIC DEVICES, OR PULLS).

2. 5-LB CLOSURE PRESSURE AT INTERIOR DOORS.

3. 5-LB CLOSURE PRESSURE AT EXTERIOR DOORS.

4. 5-LB CLOSURE PRESSURE AT FIRE DOORS.

5. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY

BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

12. ALL DOORS INDICATED AS FIRE-RATED ASSEMBLIES TO HAVE CLOSURES AND SMOKE SEALS.

13. ON DOORS IN ALUMINUM FRAMES, PROVIDE ARMORED STRIKE ON JAMB OF ALUMINUM FRAME.

14. EXIT DOORS SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, "THIS DOOR TO REMAINED UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL HAVE 1" HIGH LETTERS ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED.

15. DOORS SHALL BE A MINUMUM OF 36" WIDE X 80" HIGH WITH NO SINGLE LEAF EXCEEDING 4'-0" IN WIDTH.

16. BOTTOM 10" OF DOOR TO HAVE SMOOTH UNINTERUPTED SURFACE FOR OPENING BY WHEELCHAIR FOOT REST.

17. CENTER OF HARDWARE TO BE 30" TO 40" ABOVE FLOOR. LATCHING AND LOCKING DOOR TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE HARDWARE.

18. PROVIDE DOOR SYMBOLS ON DOORWAYS LEADING TO SANITARY FACILITIES (SEE TOILET ROOM DOOR SIGNAGE). CENTER SYMBOLS ON DOORS AT 60" HEIGHT, AND FINISH IN COLOR CONTRASTING TO THAT OF THE DOOR.

19. THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM WITH A 2:1 DEGREE BEVELED EDGE.

20. THRESHOLD HEIGHT BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT MAZIMUM 50% SLOPE.

21. ALL EXTERIOR DOOR SHALL HAVE PERIMETER DOOR SOUND SEAL/GASKET.

22. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. CBC 1010.1.10 CFC 1010.1.10

DOOR GENERAL NOTES

DOOR NOTES LEGEND
COMMENTS:

DOOR COMMENTS LEGEND

1. PROVIDE ELECTRONIC HOLD-OPENS FOR EACH LEAF W/ CONNECTION TO FIRE ALARM.

2. EXISTING DOOR TO REMAIN.

3. EXISTING COPPER-CLAD DOOR TO REMAIN - CONTRACTOR TO INCLUDE $5,000 ALLOWANCE FOR REPAIR OF EXISTING METAL.

DOOR SCHEDULE
STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

LEVEL 1 F.F.
0"
Level 1
0"
1' - 10 3/4" 8' - 1 1/4"
10' - 0"
1' - 11" 6' - 2 1/2" 1' - 11"
10' - 0 1/2"
MATCHLINE SF-11
8 A63.2
9 A63.2
LEVEL 1 F.F.
0"
Level 1
0"
MATCHLINE SF-10
8' - 0" 2' - 0"
10' - 0"
EQ EQ
8' - 6 1/8"
3 A63.2
9 A63.2
LEVEL 1 F.F.
0"
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
Level 1
0"
4' - 0" 8' - 0" 8' - 0" 2' - 0"
20' - 0"
3' - 4"
2 A63.2
6 A63.2
6 A63.2
6 A63.2
LEVEL 1 F.F.
0"
Level 1
0"
1' - 10 3/4" 7' - 1 1/4"
9' - 0"

EQ EQ EQ EQ
20' - 0"
6 A63.2
4 A63.2
6 A63.2
6 A63.2
6' - 3 3/4"
3' - 2 1/2" 3' - 1 1/4"
LEVEL 1 F.F.
0"
Level 1
0"
5' - 0" 3' - 0"
8' - 0"
4' - 0" 4' - 0"
8' - 0"
1 A63.2
3 A63.2
3 A63.2
3 A63.2
LEVEL 1 F.F.
0"
Level 1
0"
2' - 6" 5' - 6"
8' - 0"

EQ EQ EQ
10' - 8"
3 A34.2
3 A63.2
3 A63.2
3 A63.2
1 A63.2
12" HIGH X 17" WIDE TRANSACTION

WINDOW WITH SS COUNTER

SPEAK THRU
LEVEL 1 F.F.
0"
Level 1
0"
6' - 0" 3' - 0" 3' - 0"
5' - 0" 3' - 0"
8' - 0"
1 A63.2
3 A63.2
3 A63.2
5 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
3' - 0" 6' - 0"
9' - 0"
4' - 6" 4' - 6" 4' - 6" 4' - 6"
18' - 0"
6 A63.2
6 A63.2
6 A63.2
2 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
3' - 0" 6' - 0"
9' - 0"
4' - 6" 4' - 6" 4' - 6" 4' - 6"
18' - 0"
6 A63.2
6 A63.2
6 A63.2
2 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
3' - 0" 6' - 0"
9' - 0"
4' - 6" 4' - 6" 4' - 6" 4' - 6"
18' - 0"
6 A63.2
6 A63.2
6 A63.2
2 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
3' - 4" 5' - 8"
9' - 0"

EQ EQ EQ
10' - 8"
1 A63.2
3 A63.2
3 A63.2
3 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
5' - 8" 3' - 4"
9' - 0"
3' - 0" 3' - 0" 3' - 0" 3' - 0"
12' - 0"
1 A63.2
3 A63.2
3 A63.2
3 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
1' - 4 3/4" 8' - 1 1/4"
9' - 6"
EQ EQ 3' - 3 3/4"
9' - 0"
8 A63.2
9 A63.2
8 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
1' - 4 3/4" 8' - 1 1/4"
9' - 6"
4' - 6" 4' - 6" 4' - 6"
13' - 6"
9 A63.2
8 A63.2
8 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
4' - 6" 3' - 6"
8' - 0"
4' - 4" 4' - 4"
8' - 8"
6 A63.2
6 A63.2
6 A63.2
2 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
8' - 0"
3' - 3 3/4" 2' - 0 1/4"
5' - 4"
6 A63.2
6 A63.2
LEVEL 2 F.F.
13' - 0"
Level 2
13' - 0"
4' - 6" 3' - 6"
8' - 0"
4' - 0" 4' - 0" 4' - 0" 4' - 0"
16' - 0"
2 A63.2
6 A63.2
6 A63.2
6 A63.2
LEVEL 1 F.F.
0"
Level 1
0"
1 A63.2
3 A63.2
3 A63.2
2' - 0" 8' - 0"
4' - 0" 4' - 0" 4' - 0"
LEVEL 1 F.F.
0"
Level 2
13' - 0"
Level 1
0"
13 A63.2
14 A63.2
15 A63.2
7 1' - 4" 8' - 0" 1' - 4"1' - 4"1' - 4" 6' - 0"
8" 9' - 0"
1' - 4" 8' - 8"
TYP.

TYP.

TYP.
6 A32.3
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

STOREFRONT ELEVATIONS
A52.2
70 SF-13 1/4" = 1'-0" 16 SF-12 1/4" = 1'-0" 12 SF-11 1/4" = 1'-0" 8 SF-10 1/4" = 1'-0" 4 SF-16 1/4" = 1'-0" 11 SF-15 1/4" = 1'-0" 7 SF-14 1/4" = 1'-0" 3 SF-24 1/4" = 1'-0" 18 SF-23 1/4" = 1'-0" 14 SF-22 1/4" = 1'-0" 10 SF-21 1/4" = 1'-0" 6 SF-20 1/4" = 1'-0" 2 SF-29 1/4" = 1'-0" 17 SF-28 1/4" = 1'-0" 13 SF-27 1/4" = 1'-0" 9 SF-26 1/4" = 1'-0" 5 SF-25 1/4" = 1'-0" 1 LOUVERS 1/4" = 1'-0" 19 SF-17 1/4" = 1'-0" 15
STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

INTERIOR FINISH PER FINISH SCHEDULE
STUD
SIZE

OVERALL
WALL
SIZE
DIM. POINT ON PLANS
(U.N.O.)
ACOUSTICAL BATT INSULATION, TYP. U.N.O.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE,

METAL STUDS - SIZE PER WALL TYPE
STUD
SIZE

OVERALL
WALL

THICKNESS
DIM. POINT ON
PLANS (U.N.O.)

LATEX PORTLAND CEMENT

MORTAR BOND COAT

PAPERLESS GYPSUM BOARD

TILE BACKER

CERAMIC WALL TILE

ACOUSTICAL BATT INSULATION
5/8" TYPE X GYP BD.

TYPE "B":

BACKERBOARD & TILE

BOTH SIDES

METAL STUDS - SIZE PER WALL TYPE

EXTERIOR PLYWOOD SHEATHING, WHERE OCCURS,

SEE STRUCTURAL
THERMAL BATT INSULATION - TYP. R-19

EXTERIOR SIDE

WEATHER BARRIER, SEE SPECS
STUD
SIZE

OVERALL

WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)

ADDITIONAL INTERIOR FINISH (IF ANY)

SEE FINISH SCHEDULE

PORTLAND CEMENT PLASTER

SELF-FURRING LATH O/ BUILDING PAPER (LATH ATTACHED

DIRECTLY TO STUDS BEHIND)
REFER TO THE FOLLOWING and CONFORM WITH
REQUIREMENTS:

1. 2021 CBC TABLE 721.1, ITEM 15-2.3

2. USG PLASTER SYSTEMS REFERENCE SA920,SA700 and
SPECIFICATIONS.
1/2" TYPE GYPSUM BOARD
(OR TILE BACKER BOARD WHERE TILE OCCURS)
DIM. POINT ON PLANS
(U.N.O.)
(1) LAYER 5/8" TYPE "X" GYPSUM BOARD U.N.O. IN WALL TPYE

COMMENTS

INTERIOR FINISH PER FINISH

PLAN/ SCHEDULE
C.H. STUDS, 2 1/2" WIDE x 1 1/2" DEEP, 25 GA @ 24"
O.C.

ACOUSTICAL BATT INSULATION
1" GYPSUM SHAFT LINER. VERTICAL EDGES INSERTED IN "H"
SHAPED SECTION OF C-H STUDS. FREE EDGE OF END PANELS
ATTACHED TO LONG LEG OF "J" RUNNERS W/ 1 5/8" LONG TYPE 'S' HEAD SCREWS SPACED NOT GREATER THAN 12" O.C.

SHAFT SIDE
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/

REQUIREMENTS OR PROVIDE EQUIVALENT

TEST ASSEMBLY FIRE RATING
UL U415 ONE HOUR
UL U469 ONE HOUR
SIZE
STUD

THICKNESS
WALL
NOTE:

FOR SHAFT WALL HEAD DETAIL SEE 5 / A62.1

ACOUSTICAL BATT INSULATION
2-1/2" X 25 GA. MET STUD
BRACING (HORIZ. AND
DIAGONAL) @ EACH STUD AT
48"O.C. MAX. VERTICALLY.

LATEX PORTLAND CEMENT

MORTAR BOND COAT

CERAMIC WALL TILE

PAPERLESS GYPSUM BOARD

TILE BACKER
5/8" TYPE "X" GYPSUM BOARD

OVERALL

WALL SIZE

STUD SIZE VARIES STUD SIZE

INTERIOR FINISH PER FINISH PLAN/

SCHEDULE

PRIMARY WALL (SHOWN DASHED) SEE
PLANS
CLG. PER PLAN
6"

AIR GAP
1/2" MIN.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE, OR
AS NOTED IN WALL TYPE COMMENTS.

STUD
SIZE

OVERALL

WALL SIZE
DIM. POINT ON PLANS
(U.N.O.)

SEE PLAN FOR
WALL TYPE.

PRIMARY
WALL

TOP TRACK CONNECTION
BRIDGING @ 4'-0" O.C. VERTICALLY

2.1F-PH

NUMBER INDICATES WALL TYPE SEE SCHEDULE ABOVE
("W" INDICATES WOOD STUDS, "M" INDICATES METAL STUDS)
"F" INDICATES FINISH SIDE ONLY.
"PH" INDICATES PARTIAL HEIGHT WALL
(ALL WALLS FULL HEIGHT UNLESS NOTED AS "PH")
NOTE: CONTROL JOINTS EXCEEDING .625

INCH WILL REQUIRE A FIRE RESISTANT
JOINT SYSTEM PER CBC 715.1 EXC. 9
SEALANT AND BACKER ROD. SEALANT

TO MATCH ADJACENT GROUT COLOR

CONTROL JOINT

LOCATIONS PER STRUCTURAL
NOTE: CONTROL JOINTS EXCEEDING .625

INCH WILL REQUIRE A FIRE RESISTANT
JOINT SYSTEM PER CBC 715.1 EXC. 9
SEALANT AND BACKER ROD. SEALANT

TO MATCH ADJACENT GROUT COLOR

CONTROL JOINT

LOCATION PER STRUCTURAL
CONT. BENTONITE WATER STOP, 2"

FROM EXTERIOR FACE

METAL STUDS - SIZE PER WALL TYPE

EXTERIOR PLYWOOD SHEATHING, WHERE OCCURS,

SEE STRUCTURAL
THERMAL BATT INSULATION - TYP. R-19

EXTERIOR SIDE

WEATHER BARRIER, SEE SPECS
STUD
SIZE

OVERALL

WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)

ADDITIONAL INTERIOR FINISH (IF ANY)

SEE FINISH SCHEDULE

PORTLAND CEMENT PLASTER SCRATCH AND BROWN COATS

SELF-FURRING LATH O/ BUILDING PAPER (LATH ATTACHED

DIRECTLY TO STUDS BEHIND)
REFER TO THE FOLLOWING and CONFORM WITH
REQUIREMENTS:

1. 2021 CBC TABLE 721.1, ITEM 15-2.3

2. USG PLASTER SYSTEMS REFERENCE SA920,SA700 and
SPECIFICATIONS.
1/2" TYPE GYPSUM BOARD
(OR TILE BACKER BOARD WHERE TILE OCCURS)

WALL TILE O/ PORTLAND CEMENT BOND COAT, REFER TO

ELEVATIONS AND SPECS FOR ADDITIONAL INFORMATION

CMU - SIZE PER WALL TYPE

EXTERIOR SIDE

WALL SIZE

OVERALL WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)

INTERIOR FINISH (IF ANY)

SEE ENLARGED FLOOR PLANS AND FINISH

SCHEDULE

PORTLAND CEMENT PLASTER

SELF-FURRING LATH O/ BUILDING PAPER (LATH ATTACHED

DIRECTLY TO CMU BEHIND)
FIRE RESISTANCE RATING FOR CMU WALLS PER CBC T721.1(2)
MIN. FINISHED THICKNESS
2 HOUR 1 HOUR
ASSEMBLY 3-1.1 EXPANDED SLAG OR PUMICE 3.2" 2.1"
ALL CMU WALLS ARE 8" MIN NOMINAL THICKNESS, FULLY GROUTED.

PER FOOTNOTE f THESE WALLS HAVE A 4 HOUR RATING

CMU - SIZE PER WALL TYPE

EXTERIOR SIDE

WALL SIZE

OVERALL WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)

INTERIOR FINISH (IF ANY)

SEE ENLARGED FLOOR PLANS AND FINISH

SCHEDULE

PORTLAND CEMENT PLASTER SCRATCHA ND BROWN COATS

SELF-FURRING LATH O/ BUILDING PAPER (LATH ATTACHED

DIRECTLY TO CMU BEHIND)

WALL TILE O/ PORTLAND CEMENT BOND COAT, REFER TO

ELEVATIONS AND SPECS FOR ADDITIONAL INFORMATION
FIRE RESISTANCE RATING FOR CMU WALLS PER CBC T721.1(2)
MIN. FINISHED THICKNESS
2 HOUR 1 HOUR
ASSEMBLY 3-1.1 EXPANDED SLAG OR PUMICE 3.2" 2.1"
ALL CMU WALLS ARE 8" MIN NOMINAL THICKNESS, FULLY GROUTED.

PER FOOTNOTE f THESE WALLS HAVE A 4 HOUR RATING

CMU - SIZE PER WALL TYPE

WALL SIZE

OVERALL WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)

FINISH (IF ANY)

SEE ENLARGED FLOOR PLANS AND FINISH

SCHEDULE
FIRE RESISTANCE RATING FOR CMU WALLS PER CBC T721.1(2)
MIN. FINISHED THICKNESS
2 HOUR 1 HOUR
ASSEMBLY 3-1.1 EXPANDED SLAG OR PUMICE 3.2" 2.1"
ALL CMU WALLS ARE 8" MIN NOMINAL THICKNESS, FULLY GROUTED.

PER FOOTNOTE f THESE WALLS HAVE A 4 HOUR RATING
INTERIOR WALL (M2) 3" = 1'-0" 2
TILE WALL 3" = 1'-0" 10 EXT. PLASTER WALL (M1) 3" = 1'-0" 1 SHAFT WALL (M5) 3" = 1'-0" 5
PLUMBING WALL (M4) 3" = 1'-0" 6 FURRING WALL (M3) 3" = 1'-0" 3 G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

WALL TYPES
A61.1
71 WALL TYPE GENERAL NOTES

WALL TYPE SCHEDULE
M1.6 6" 16" O.C. 8 1/4" 1 / -
M4.4B 3 5/8" 6 / -
M2.4A 3 5/8" 16" O.C. 4 7/8" 2 / -
16" O.C. 1' - 7"
M2.6 6" 16" O.C. 7 1//4" 2 / -
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
M1 EXTERIOR METAL STUD
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
M2 INTERIOR METAL STUD
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
M4 PLUMBING WALL
M3.1A 1 1/2" 16" O.C. 2 1/2" 3 / -
M3.2 2 1/2" 16" O.C. 3" 3 / -
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
M3 FURRING WALL
M5.6 6" CH 24" O.C. 6 5/8" 5 / -
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
M5 SHAFT WALL

WALL TYPE SYMBOL LEGEND
CMU CORNER CONTROL JOINT 3" = 1'-0" 11
CMU VERTICAL CONTROL JOINT 3" = 1'-0" 12

TILE BOTH SIDES
M3.4 3 5/8" 16" O.C. 4 1/8" 3 / -
M3.4A 3 5/8" 16" O.C. 4 3/4" 3 / - TILE
M3.6 6" 16" O.C. 6 1/2" 3 / -
M3.6A 6" 16" O.C. 7" 3 / - TILE
TILE
M1.6A 6" 16" O.C. 8 1/4" 4 / -
STUCCO
TILE
M2.6A 6" 16" O.C. 7 1//4" 2 / -
M2.6B 6" 16" O.C. 7 1//4" 2 / -
TILE
TILE

TILE BOTH SIDES
CM1.8 - - 8" 7 / -
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
CM1 EXTERIOR WALL - CMU
CM2.8 7 / -
WALL
TYPE
STUD
SIZE
STUD

SPACING

OVERALL

WALL THK

DETAIL COMMENTS
CM2 INTERIOR WALL - CMU
- 8" -
CM1.8C 8 7/8" 9 / -
CM1.10A 11 1/8" 8 / -
CM1.10C 10 7/8" 9 / -
STUCCO
TILE
STUCCO
-
-
-
-
-
-
EXT. TILE WALL (M1) 3" = 1'-0" 4
EXT. CMU PLASTER WALL (CM1) 3" = 1'-0" 9
EXT. CMU TILE WALL (CM1) 3" = 1'-0" 8
CMU WALL (CM) 3" = 1'-0" 7
CM1.8A - - 9 1/8" 8 / - TILE

WALL TYPE PER PLAN
CONT. BOTTOM TRACK W/ HILTI

SHOT PIN, PER STRUCTURAL
DRAWINGS SEE DTL. 8 / S1.7
ACOUSTICAL SEALANT @ NON-RATED WALLS

BATT INSULATION

WALL TYPE PER PLAN
C
EILIN
G
H
EIG
H
T
W
H
E
R
E
O
C
C
U
R
S

ROOF FRAMING ABOVE
@ RESTROOM &

TILE WALLS
OR
1 A62.1

CONNECTION OF NON RATED WALLS
8 A62.1
OR
4 A62.1
7 A62.1

WALL TYPE PER PLAN
C
EILIN
G
H
EIG
H
T
W
H
E
R
E
O
C
C
U
R
S

ROOF FRAMING ABOVE
@ RESTROOM &

TILE WALLS
OR
1 A62.1
6"

CONTINUE STUD TO FRAMING ABOVE
STOP GYPSUM BOARD 6" ABOVE CEILING,
TYP.

WALL TYPE AND FINISH PER PLAN

AND FINISH SCHEDULE
#10 WAFER-HEAD SELF-DRILLING

SCREW EACH SIDE
ATTACH 2-1/2" DEEP LEG SLOTTED
16GA MIN. TOP TRACK TO PLATE W/
(2)#10 SMS @ EACH STRAP PER DET.
5 / S1.7
SEE DETAIL 13 / S1.4 FOR
STRUCTURAL INFORMATION.
16 GA x 3" STRAP @16" O.C. AND 6"
MAX. FROM ENDS W/ (2) #10 SMS

EACH END

ACOUSTICAL SEALANT BOTH
SIDES

WALL TYPE AND FINISH PER PLAN

AND FINISH SCHEDULE
#10 WAFER-HEAD SELF-DRILLING

SCREW EACH SIDE
ATTACH 2-1/2" DEEP LEG SLOTTED
16GA MIN. TOP TRACK TO PLATE W/ #
10 SMS @ 12" O.C. PER DET. 5 & 7 /
S1.7 @ BARE DECK OR IF INSTALLED
PRIOR TO CONCRETE POUR) 1CC
EVALUATION REPORT ESR-2196,
HILTI, INC.

ACOUSTICAL SEALANT BOTH
SIDES
SEE DETAIL 13 / S1.4 FOR
STRUCTURAL INFORMATION.

WALL TYPE PER PLAN
C
EILIN
G
H
EIG
H
T
W
H
E
R
E
O
C
C
U
R
S

ROOF OR FLOOR FRAMING ABOVE
@ RESTROOM &

TILE WALLS
OR
1 A62.1
6"
BRACE AT 4'-0" O.C., ALTERNATING
STOP GYPSUM BOARD 6" ABOVE CEILING,
TYP.
1 1

WALL TYPE AND FINISH PER PLAN

AND FINISH SCHEDULE
#10 WAFER-HEAD SELF-DRILLING

SCREW EACH SIDE
(3)#10 SMS
< 3x3x16 GA. W/ #10 SMS TO (3)
DOWNFLUTES MIN.

ACOUSTICAL SEALANT BOTH
SIDES

WALL TYPE AND FINISH PER PLAN

AND FINISH SCHEDULE
#10 WAFER-HEAD SELF-DRILLING

SCREW EACH SIDE
ATTACH 2-1/2" DEEP LEG SLOTTED
16GA MIN. TOP TRACK TO PLATE W/
(3) #10 SMS @ 12" O.C. & #10 SMS

EACH FLANGE, EACH STUD

ACOUSTICAL SEALANT BOTH
SIDES
SEE DETAIL 13 / S1.4 FOR
STRUCTURAL INFORMATION.

PERPENDICULAR

PARALLEL

WALL TYPE AND FINISH PER PLAN

AND FINISH SCHEDULE
#10 WAFER-HEAD SELF-DRILLING

SCREW EACH SIDE
ATTACH 2-1/2" DEEP LEG SLOTTED
16GA MIN. TOP TRACK TO PLATE W/
(2)#10 SMS @ EACH STRAP PER DET.
5 / S1.7
SEE DETAIL 13 / S1.4 FOR
STRUCTURAL INFORMATION.

CONT. 14 GA PLATE, ANCHORED

TO STRUCTURE WITH SHOT PINS
EXT. TILE FINISH ON 10" OFFSET CORE CMU
WALL PER TCNA W202-05 WITH EXPOXY
MORTAR COMPLYING WITH ANSI A118.3
S.S. SCHLUTER RADIUS'D CORNER
SLOPE
8" CMU WALL

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
EXT. TILE FINISH ON 10" OFFSET CORE CMU
WALL PER TCNA W202-05 WITH EXPOXY
MORTAR COMPLYING WITH ANSI A118.3
S.S. SCHLUTER RADIUS'D CORNER
8" CMU WALL

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
EXT. STUCCO ON 12" CMU WALL
EXT. STUCCO ON 8" CMU WALL

STUCCO CORNER BEADS

WALL ASSEMBLY SEE SHEET
A61.2

STUCCO O/ WRB
12" MIN. CONT. STRIP HIGH

TEMP SELF ADHERED

MEMBRANE
CONT. GALV. WEEP SCREED
W
H
E
R
E
O
C
C
U
R
S
4" MIN. T
O
E
A
R
T
H
W
H
E
R
E
O
C
C
U
R
S
2" MIN. T
O
P
A
VIN
G
6" MIN. CONT. STRIP HIGH TEMP

SELF ADHERED MEMBRANE

EXTERIOR CEMENT PLASTER
S.A.S.M., 12-IN. WIDE -

CENTER ON JOINT
S.A.S.M., 12-IN. WIDE -

CONTINUE OVER TOP LEG
BLDG. PAPER SLIP SHEET - LAP
O/ S.A.S.M. FULLY OVERLAP

CONTROL JOINT FLANGE

CONTROL JOINT W/ SOLID TOP
LEG (CEMCO #XJ-15 OR EQUAL)

CENTERED ON GAP IN PLYWOOD
9" MIN.
6" MIN
W.R.B., SEE SPECIFICATIONS

METAL STUD FRAMING, SEE

FLOOR PLANS FOR WALL TYPES

FASTEN CONTROL JOINT
TO LATH W/ S.S. TIE
WIRES @ 9" O.C.

FASTEN LATH TO FRAMING
AT 6" O.C.

NOTE:

REFER TO EXTERIOR BLDG. ELEVS.

FOR ALL JOINT LOCATIONS, TYP.

BLDG. PAPER SLIP SHEET

EXTERIOR CEMENT PLASTER
O/ LATH O/ BLDG. PAPER SLIP SHEET

PLYWOOD WALL SHEATHING

WHERE OCCURS, SEE

STRUCTURAL DRAWINGS
CONTROL JOINT (CEMCO #XJ-15 OR

EQUAL) INSTALLED O/ LATH AND WIRE
TIED AT 9" O.C., TYP. BOTH SIDES

LATH CUT BEHIND CONTROL JOINT,
TYP. FASTEN BOTH SIDES, TYP.

PLAN SECTION

FASTEN CONTROL JOINT TO LATH
W/ S.S. TIE WIRES AT 9" O.C.

FASTEN LATH TO FRAMING
S.A.S.M. 12" WIDE, CENTERED

ON JOINT
W.R.B., SEE SPECIFICATIONS
NOTE:

REFER TO EXTERIOR BLDG. ELEVS.

FOR ALL JOINT LOCATIONS, TYP.

METAL STUD FRAMING, SEE FLOOR

PLANS FOR WALL TYPE

EXTERIOR CEMENT PLASTER

O/ LATH

CONTROL JOINT W/ SOLID TOP
LEG (CEMCO #XJ-15 OR EQUAL)

CENTERED ON GAP IN PLYWOOD

CMU WALL, SEE FLOOR PLANS

FOR WALL TYPES

FASTEN CONTROL JOINT
TO LATH W/ S.S. TIE
WIRES @ 9" O.C.

FASTEN LATH TO WALL AT
6" O.C.

NOTE:

REFER TO EXTERIOR BLDG. ELEVS.

FOR ALL JOINT LOCATIONS, TYP.

EXTERIOR CEMENT PLASTER

O/ LATH
CONTROL JOINT (CEMCO #XJ-15 OR

EQUAL) INSTALLED O/ LATH AND WIRE
TIED AT 9" O.C., TYP. BOTH SIDES

LATH CUT BEHIND CONTROL JOINT,
TYP. FASTEN BOTH SIDES, TYP.

PLAN SECTION

FASTEN CONTROL JOINT TO LATH
W/ S.S. TIE WIRES AT 9" O.C.

FASTEN LATH TO FRAMING
NOTE:

REFER TO EXTERIOR BLDG. ELEVS.

FOR ALL JOINT LOCATIONS, TYP.

CMU WALL, SEE FLOOR PLANS FOR

WALL TYPE
1" GYPSUM SHAFT LINER. VERTICAL EDGES
INSERTED IN "H" SHAPED SECTION OF C-H
STUDS. FREE EDGE OF END PANELS
ATTACHED TO LONG LEG OF "J" RUNNERS
1 5/8" LONG TYPE 'S' HEAD SCREWS
SPACED NOT GREATER THAN 12" O.C.
2-1/2" DEEP LEG SLOTTED 16GA MIN. TOP

TRACK TO PLATE, ATTACH PER

STRUCTURAL REQUIREMENTS

FIRE CAULKING BOTH SIDES
SEE DETAIL 13 / S1.4 FOR
STRUCTURAL INFORMATION.

PERPENDICULAR

PARALLEL
1" GYPSUM SHAFT LINER. VERTICAL EDGES
INSERTED IN "H" SHAPED SECTION OF C-H
STUDS. FREE EDGE OF END PANELS
ATTACHED TO LONG LEG OF "J" RUNNERS
1 5/8" LONG TYPE 'S' HEAD SCREWS
SPACED NOT GREATER THAN 12" O.C.

ATTACH 2-1/2" DEEP LEG SLOTTED 16GA
MIN. TOP TRACK TO PLATE PER

STRUCTURAL REQUIREMENTS
16 GA x 3" STRAP @16" O.C. AND 6" MAX.

FROM ENDS, ATTACH PER STRUCTURAL

REQUIREMENTS

FIRE CAULKING BOTH SIDES

FILL ANNULAR SPACE OF FLUTES WITH

MINERAL WOOL
FOR SHAFT WALL ASSEMBLY SEE 5 / A61.1
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS WALL ASSEMBLIES
A62.1
72 TYP. BOTTOM TRACK CONNECTION 3" = 1'-0" 1
FULL HEIGHT FRAMING 1 1/2" = 1'-0" 2
PARTITION FRAMING 1 1/2" = 1'-0" 3

NON-BEARING TOP TRACK (PARALLEL)
3" = 1'-0" 8 NON-BEARING TOP TRACK (PERP.)3" = 1'-0" 4
PARTITION FRAMING BRACED 1 1/2" = 1'-0" 6
TYP. STUD SOFFIT TO METAL DECK 3" = 1'-0" 9
TILE CAP AT OFFSET CMU 3" = 1'-0" 11 NON-BEARING TOP TRACK TO BEAM 3" = 1'-0" 7 TILE RETURN AT OFFSET CMU 3" = 1'-0" 10
EXTERIOR TYP. SCREED 6" = 1'-0" 17 STUCCO RETURNS AT OFFSET CMU 3" = 1'-0" 14 HORIZONTAL CONTROL JOINT @ METAL STUD 6" = 1'-0" 13
VERTICAL CONTROL JOINT @ METAL STUD 6" = 1'-0" 12
HORIZONTAL CONTROL JOINT @ CMU 6" = 1'-0" 16
VERTICAL CONTROL JOINT @ CMU 6" = 1'-0" 15
SHAFT AT ROOF DECK 3" = 1'-0" 5

CEILING SUSPENSION
GRID
#12 GA VERTICAL HANGER WIRE @
4'-0" O.C. CONNECTION TO

STRUCTURE PER DETAIL

AIR DIFFUSER
DUCT WORK ABOVE CEILING. DO

NOT ATTACH TO CEILING OR
CEILING TO DUCTWORK.

AIR DIFFUSER W/ (2) 12 GA HANGER
WIRES @ ALTERNATE CORNERS TO
THE STRUCTURE ABOVE.

PROVIDE 4-ATTACHMENTS PER
FIXTURE TO CEILING GRID (#8SMS,

MINIMUM)
FIXTURES GREATER THAN 2'x4'
WEIGHING LESS THAN 56 Lbs
SHALL HAVE A #12Ga. SLACK
SAFETY WIRES.@ EA.CORNER.

FIXTURES WEIGHING GREATER
THAN 56Lbs SHALL BE SUPPORTED BY
NOT LESS THAN (4) TAUT #12 GA.

HANGER WIRES (ONE @ EA. CORNER)

ATTACHED FORM FIXTURE TO

STRUCTURE ABOVE
10 EMT COMPRESSION STRUT
1" DIAMETER EMT (0.057" WALL THICKNESS)
1 1/2" DIAMETER EMT (0.065" WALL THICKNESS)
9'-9"
14'-9"

MAXIMUM LENGTH

CHANNEL COMPRESSION STRUT
250137-43 8'-10"

MAXIMUM LENGTH
OPTION 1 OPTION 2

TUBE STRUT
3/4" MIN
OPTION 1 OPTION 2

CHANNEL STRUT

INSULATION OVER METAL DECK
METAL DECK (20 GA. MIN.)
(2) #12 S.M.S.

L 2" x 2" x 12 GA. x
8"
(2) #10 S.M.S.
(2) #10 S.M.S. L 2" x 2" x 12 GA.
#12 S.M.S.

INSULATION OVER METAL DECK
METAL DECK (20 GA. MIN.)
(2) #12 S.M.S.

PLACE TIGHT TO CLIP OR

STRUCTURE

FLATTEN END
L 2" x 2" x 12 GA x
8"
(2) #12 S.M.S.
(2) #10 S.M.S.

SLOT END OF
TUBE
L 2" x 2" x 12 GA x
8"

PLACE TIGHT TO

CLIP OR

STRUCTURE
STEEL STRAP 3" WIDE X 4" LONG X 12
GA. MINIMUM - BEND TO ALIGN WITH
WIRE
METAL DECK (20 GA MIN.)
(2) #8 x 1/2" SELF TAPPING SCREWS

INSULATION OVER METAL DECK
BRACING WIRE A62.2
14 HANGER WIRE - TIE TO #3 REBAR

WITH THREE WRAPS AROUND

REBAR AND ONE WRAP AROUND
WIRE
METAL DECK (20 GA MIN.)
#3 x 12" REBAR

INSULATION OVER METAL DECK

BRACING WIRE

FLATTEN
END

EMT NO MORE THAN

ONE SIZE LARGER THAN

EMT STRUT SELECTED
1/4" DIA. MACHINE BOLT

EMT TYPE COMPRESSION
STRUT PER TABLE ON 7/-

STRUCTURE
(2) #10
S.M.S.

OPTION 1 OPTION 2
(2) #10 S.M.S.
2" MAX.
3/4" MIN. (T
Y
P.)
2" MIN.
6" MIN.
12" M
A
X.
.
(T
Y
P.)
2' M
A
X.
1/4" DIA. MACHINE
BOLTNOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 7/- FOR THE COMPRESSION STRUT

SELECTED
1/2" MIN.
1/2" MIN.

SLOT END

BOLT & NUT

CENTER LINE OF
EMT
SEE OPTION 1 FOR NOTES AND

INFORMATION NOT SHOWN
HERE
A62.2
7 A62.2
7 SLOT END OF EMT

AND BEAR ON TEE
BULB
HANGER
WIRE
BRACE

WIRES SEE

HANGER WIRE

NOTE SHOWN

FOR CLARITY
SEE NOTE 1
15 OPTION 3 (NOTE 2)
(HANGER WIRE

THROUGH STRUT)
SUSPENDED LAY-IN CEILING NOTES:
(FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIR CONDITIONING/HEATING GRILLS AND LIGHT FIXTURES, DOES NOT EXCEED 4 PSF) 1- CEILING SYSTEM GENERAL NOTES:

1.01- CEILING SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635-07 AND SECTION 5.1 OF ASTM E580-10A.

1.02- THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635-08.

1.03- CEILING SYSTEMS. THE FOLLOWING CEILING SYSTEM(S) IS/ARE PART OF THE SCOPE OF THIS PROJECT:

MANUFACTURER'S NAME: ARMSTRONG WORLD INDUSTRIES
PRODUCT EVALUATION REPORT TYPE AND NUMBER: ESR1308
MANUFACTURER'S MODEL NUMBER - MAIN RUNNER: 7501
MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER: XL7549 & XL7528

1.04- SEISMIC WALL CLIP:

MANUFACTURER’S MODEL: BERC2 WITH 7800 MOLDING

1.05- CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS OR DEVICES.

1.06- FOR CEILING INSTALLATIONS UTILIZING ACOUSTICAL TILE PANELS OF MINERAL OR GLASS FIBER, IT IS NOT MANDATORY TO PROVIDE ¾” CLEARANCE BETWEEN THE ACOUSTICAL TILE PANELS AND THE WALL ON THE SIDES OF THE CEILING WHICH ARE FREE TO SLIP. FOR ALL OTHER CEILING PANEL TYPES, PROVIDE ¾” CLEARANCE BETWEEN THE CEILING PANEL AND THE WALL ON THE SIDES OF THE CEILING FREE TO SLIP. 2- MATERIALS:

2.01- CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641-09A. WIRE SHALL BE #12 GAGE (0.106” DIAMETER) WITH SOFT TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI.

2.02- GALVANIZED SHEET STEEL (INCLUDING THAT USED FOR METAL STUD AND TRACK COMPRESSION STRUTS/POST) SHALL CONFORM TO ASTM A653-11, OR OTHER EQUIVALENT SHEET STEEL LISTED IN SECTION A2.1 OF THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007, INCLUDING SUPPLEMENT 2 DATED 2010 (AISI S100-07/S2-10). MATERIAL 43 MIL (18 GAGE) AND LIGHTER SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI. MATERIAL 54 MIL (16 GAGE) AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.

2.03- ELECTRICAL METALLIC TUBE (EMT) SHALL BE ANSI C80.3/UL 797 CARBON STEEL WITH G90 GALVANIZING. EMT SHALL HAVE MINIMUM YIELD STRENGTH (FY) OF 30 KSI AND MINIMUM ULTIMATE STRENGTH (FU) OF 48 KSI.
3- ATTACHMENT OF HANGER AND BRACING WIRES:

3.01- SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.

3.02- HANGER AND BRACING WIRES SHALL NOT ATTACH TO OR BEND AROUND OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: PIPING, DUCTWORK, CONDUIT AND EQUIPMENT.

3.03- HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES.

3.04- SLACK SAFETY WIRES SHALL BE CONSIDERED HANGER WIRES FOR INSTALLATION AND TESTING REQUIREMENTS.

3.05- HANGER AND BRACING WIRE ANCHORAGE TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHORAGE ALIGNS CLOSELY WITH THE DIRECTION OF THE WIRE. (E.G. BRACING WIRE CEILING CLIPS MUST BE BENT AS SHOWN IN THE DETAILS AND ROTATED AS REQUIRED TO ALIGN CLOSELY WITH THE DIRECTION OF THE WIRE, SCREW EYES IN WOOD MUST BE INSTALLED SO THEY ALIGN CLOSELY WITH THE DIRECTION OF THE WIRE, ETC.) 4- FASTENERS AND WELDING:

4.01- SHEET METAL SCREWS SHALL COMPLY WITH ASTM C1513-10, ASME B18.6.4-89 (R2005). PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.

4.02- EXPANSION ANCHORS SHALL BE:

IN GENERAL, EXPANSION ANCHORS DO NOT OCCUR FOR CEILING CONNECTIONS TO ROOF ABOVE (BUILDING ONLY HAS BARE METAL DECK) EXPANSION ANCHORS TO CMU WALLS: 3/8" DIAMETER HILTI KB-TZ W/ 2" EMBED INSTALLED PER ICC ESR-3785 AND GENERAL NOTES ON SHEET S0.2.

4.03- POWER-ACTUATED FASTENERS SHALL BE:

SHOT PINS TO WALL: 0.157 HILTI X-U SHOT PIN INSTALLED W/ 1" EMBED PER ICC ESR-2269

4.04- IF NOT OTHERWISE SPECIFIED IN THE EVALUATION REPORT, POWER-ACTUATED FASTENERS INSTALLED IN STEEL SHALL BE INSTALLED SO THE ENTIRE POINTED END OF THE FASTENER IS DRIVEN THROUGH THE STEEL MEMBER.

4.05- POWER-ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.

4.06- CONCRETE REINFORCEMENT AND PRESTRESSING TENDONS SHALL BE LOCATED BY NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING POST - INSTALLED ANCHOR.

4.07- WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E60XX SERIES ELECTRODES. 5- TESTING: ALL FIELD TESTING MUST BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR.

5.01- POST-INSTALLED ANCHORS IN CONCRETE USED TO SUPPORT HANGER WIRES SHALL BE TESTED AT A FREQUENCY OF 10 PERCENT. POWER ACTUATED FASTENERS IN CONCRETE SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN CONCRETE SHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1913A.7.

5.02- POST-INSTALLED ANCHORS IN CONCRETE USED TO ATTACH BRACING WIRES SHALL BE TESTED AT A FREQUENCY OF 50 PERCENT IN ACCORDANCE WITH CBC SECTION 1913A.7. 6- LIGHT FIXTURES:

6.01- ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. A MINIMUM OF TWO SCREWS OR APPROVED FASTENERS ARE REQUIRED AT EACH LIGHT FIXTURE, PER ASTM E580, SECTION 5.3.1.

6.02- SURFACE-MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES. THE CLAMPING DEVICE SHALL COMPLETELY SURROUND THE SUPPORTING CEILING RUNNER AND BE MADE OF STEEL WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY.

A #12 GAGE SLACK SAFETY WIRE SHALL BE CONNECTED FROM EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER OR EXCEED 56 LB. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED EIGHT (8) FEET.

60.03- LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.

6.04- LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.

6.05- LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR EQUAL TO 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES CONNECTED FROM THE FIXTURE HOUSING AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE.

EXCEPTION: ALL LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET WEIGHING LESS THAN 56 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE AT EACH CORNER.

6.06- ALL LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES (ONE AT EACH CORNER) ATTACHED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS. THE FOUR (4) TAUT #12 GAGE WIRES OR OTHER APPROVED HANGERS, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. 7- SERVICES WITHIN THE CEILING:

7.01- ALL FLEXIBLE SPRINKLER HOSE FITTING MOUNTING BRACKETS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS. SCREWS OR APPROVED FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT.

7.02- CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

7.03- FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES (AT DIAGONAL CORNERS) CONNECTED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

7.04- FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS.
8- OTHER DEVICES WITHIN THE CEILING:

8.01- ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO THE CEILING GRID. IN ADDITION, DEVICES WEIGHING MORE THAN 10 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING MORE THAN 20 LB.

SHALL BE SUPPORTED INDEPENDENTLY FROM THE STRUCTURE ABOVE.

NOTE :

1. TYP VERTICAL SUSPENSION WIRE: 12 GA GALV SOFT ANNEALED MILD STEEL INSTALL WIRES NO MORE THAN 1 ON 6 OUT OF PLUMB.

2. CEILING BOARD NOT SHOWN FOR CLARITY

3. ARMSTRONG BERC2 SEISMIC CLIP (ESR-1308) OR EQUAL, TYP, INSTALL PER MFR 2" SEISMIC CLIP

ATTACHED TO

WALL(FIXED

CONNECTION)
SEE NOTE 3
OR 1/4" LENGTH

OF END TEE,

WHICHEVER IS LEAST
OR 1/4" LENGTH

OF END TEE,

WHICHEVER IS LEAST
12 GA. HANGER
WIRE
MIN. 3 TURNS ON 1 1/2"
TYP.
7/8" WALL ANGLE
W/ #10 SMS OR
WS
@ MAX 16" O.C.

OR 3/8"X1-1/2"
SCREW
8". . 8".
2" SEISMIC CLIP

ATTACHED TO WALL
(FREE CONNECTION). SEE
NOTE 3
3/4"

ATTACHED JOINT FREE JOINT

OPTIONAL (LOOSE

SCREW TIGHTENED THROUGH SCREW)

WEB OF GRID, RESTRICTING

SEPARATION FROM WALL

MOLDING
3/4"
7/8" WALL ANGLE
W/ #10 SMS OR
WS
@ MAX 16" O.C.

OR 3/8"X1-1/2"
SCREW
6" X 1 1/4" X 16GA
TRACK CONT.

LENGTH
6" X 1 1/4" X 16GA
TRACK CONT.

LENGTH
FREE
JOINT

ATTACHED JOINT
CROSS RUNNERS TYP.

BRACING WIRE
LOCATION-TYP.

CONT ANGLE
@

PERIMETER
NOTE: BRACING WIRES AND COMP. STRUT
SHALL OCCUR AT EVERY 96 SQ. FT. MAX. IN
ROOMS OVER 144 SQ. FT.

MAIN RUNNERS

STABILIZER BARS,

CROSS TEES OR
STRUTS 8" MAX.

FROM WALL TYP.

ALONG FREE
JOINTS
96 SQ
FT
MAX
MAX
4' - 0"
MAX
8' - 0"
MAX
4' - 0"

ATTACHED
JOINT
M
AX
6' - 0"
M
AX
12' - 0"
M
AX
6' - 0"
FREE
JOINT
FREE
JOINT

ATTACHED
JOINT
TYP.
13 A62.2
13 A62.2
13 A62.2
13 A62.2
6 A62.2
12/- 15/-
11/-
STRUTS SHALL NOT REPLACE HANGER WIRES.

THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC.

AND REMAIN STRAIGHT AND UNOBSTRUCTED.

NOTES:

RIGID VERT. STRUT
SEE DET.

OR
10/-
12 GA VERTICAL HANGERS AT
4'-0" O.C. EACH WAY AT MAIN RUNNER
WITH MINIMUM 3-TIGHT TURNS IN 3" AT

BOTH ENDS, SEE
12 GA. BRACING WIRE W/MIN.
4-TIGHT TURNS IN 1 1/2" BOTH

ENDS OF WIRE CONNECTED
TO MAIN RUNNERS 90º APART,
4-TOTAL AT EACH STRUT
(U.N.O.) SEE
SEE DETAIL 12/- FOR

LOCATION OF BRACING

WIRES AND STRUT

MAIN RUNNER

CROSS RUNNER

1. .
6 MIN
1 0° TO 45°
(NOTE 2)
2'-0" TYP
4'-0"
2'-0" TYP

2. & 14/-
& 14/-
10 11
3 TURNS @ HANGER WIRE TYPICAL
@ EACH END
4 TURNS @ BRACE WIRES TYP.
@ EACH END

FOR CONNECTION TO

STRUCTURE SEE CONNECTION

MATRIX ON

FOR CONNECTION TO

STRUCTURE SEE CONNECTION

MATRIX ON

HANGER WIRE

BRACING WIRE
1 1/2" MAX.
10° TO 45°
3" MAX.

U.N.O.
1/2" MAX.
1/2" MAX. U.O.N.
#12 GAGE WIRE
#12 GAGE WIRE
1/2" TYP
1/2" TYP
7 11

FOR CONNECTION TO

STRUCTURE SEE

STRUCTURE

BRACE WIRES
SEE
(2) 1/4"DIA. MACHINE
BOLT

CROSS RUNNER

MAIN RUNNER
3/4" MIN. EDGE
DISTANCE,TYP.

HANGER WIRE
4 TIGHT TURNS IN
1 1/2" TYP. FOR

BRACE WIRE
3 TIGHT TURNS
IN 3" FOR
HANGER TYP.

MAX
1 1/2"
TYP
0º TO
45º
.
.

CHANNEL TYPE

COMPRESSION STRUT
PER TABLE 0N 3.21

CENTERED OVER

CROSS RUNNER
MAX
1 1/2"
MAX
4'-0" OC
TYP
3/4" MIN 1" MAX
A
NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 7/- FOR THE COMPRESSION STRUT SELECTED

MAIN RUNNER

CROSS RUNNER

BRACE WIRE
BEYOND

HANGER WIRE
BEYOND

COPE FLANGE OR FLATTEN TO ALLOW

INSTALLATION OF ACOUSTICAL TILE
11 BRACE WIRES, TYP.

SEE
TY
4 P
5º
11/-
(4) 45^ 12 GA. BRACING WIRE @

BOTH SIDES OF THE LIGHT
FIXTUREW.

SEE

HANGER WIRES BY THE FIXTURE

MANUFACTURER
3D VIEW
TYP
45º

PLAN VIEW

AIR TERMINAL OR

LIGHT FIXTURE
(56# MAX.)
(2) 12 GA. SLACK SAFETY WIRE

HANGERS FOR DEVICES THAT WEIGH
LESS THAN 56 LBS PLACE ON DIAGONAL
CORNERS.

EXCEPTION: FIXTURES GREATER THAN
2 FEET X 4 FEET WEIGHING LESS THAN
56 LBS. REQUIRE A 12 GA. SLACK
SAFETY WIRE HANGER AT EA. CORNER.
1-#8 S.M.S. IN OPPOSITE SIDES (2

TOTAL) LOCATE SCREWS NEAR THE

CENTER OF TERMINAL OR FIXTURE

HEAVY DUTY SYSTEM
G
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QUATICS AND SENIOR CENTER -
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Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS CEILING
A62.2
73 CEILING FIXTURE BRACING DETAIL 1 1/2" = 1'-0" 9
BRACING WIRE AT METAL DECK 1 1/2" = 1'-0" 11 COMPRESSION STRUT DET. @ ACT 1 1/2" = 1'-0" 7 HANGER WIRE AT METAL DECK 1 1/2" = 1'-0" 10
COMPRESSION STRUT DET. @ ACT 1 1/2" = 1'-0" 12
PERIMETER SEISMIC CLIP 3" = 1'-0" 13 CEILING NOTES (LAY-IN PANEL) 1 1/2" = 1'-0" 1 CEILING PLAN DETAIL, TYP.
3/16" = 1'-0" 4
HANGER & BRACING WIRE CONNECTION 3" = 1'-0" 14 SUSPENSION AND BRACING ASSEMBLY 3" = 1'-0" 6 CHANNEL TYPE STRUT 1 1/2" = 1'-0" 15
PENDANT LIGHT FIXTURE BRACING DETAIL 3" = 1'-0" 18
LIGHT FIX./AIR TERMINAL SUPPORT DETAIL 3" = 1'-0" 5

STRAP BLOCKING
SEE 20/A64.1

CEILING PER SCHEDULE
JOISTS SHALL SPAN IN MIN.

DIRECTION, U.N.O. ON PLAN

PER SCHEDULE
MAX. SPAN
NOTES:

1. ATTACH GYP. BOARD TO FRAMING WITH ASTM
C1002 TYPES S CREWS WITH CORROSION RESISTANT
TREATMENT AT 12" O.C. MAX.

2. WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH

CEILING AND WALLS, GYPSUM BOARD SHALL BE APPLIED

FIRST TO THE CEILING AND THEN TO THE WALLS IN
ACCORDANCE WITH ASTM C840.
(1) LAYER OF 1/2" OR 5/8"
GYP. BOARD

PERPENDICULAR TO

JOIST STUD FRAMING
@ INT. CONDITIONS &
PLASTER @ EXT. COND.

TRACK W/ 1-1/2" FLANGE, WIDTH

TO MATCH DEPTH AND GAUGE

OF CEILING JOISTS
#10SMS @TOP
& BOT FLANGES,TYP

JOIST STUD
(1) LAYER GYP.

BD MAX
(2) LAYER GYP. BD
SECTION @
TYP. STUD
(3) #10 SMS TO EA. STUD WHERE TRACK
IS FASTENED THRU GYP. (2) #10 SMS

WHERE TRACK IS FASTENED DIRECTLY
TO VERT. STUD, TYP.

METAL STUD PER PLANS
A
A

JOIST SPAN SCHEDULE
JOISTS STUD SIZE TYPE MAX. SPACING MAX. SPAN DL (PSF) LL (PSF) 400S162-54 GYP BD 24" 12'-0" 5 10
600S162-54 GYP BD 16" 15'-0" 5 10
400S162-54 PLASTER 16" 12'-0" 18 0

DESIGN LOADS

CMU WALL PER PLAN
DECK PER STRUCT.

TRACK TO STEEL DECK CONN. PER

STRUCTURAL

INTERIOR HANGER STUD PER

STRUCTURAL
CONT. TRACK W/ (2) #10 SMS @ EA. STUD, TYP.

CEILING JOIST PER 1/-
CONT. 362T150-43 TRACK ANCHORED TO CMU
W/0.157" DIA HILTI X-U SHOT PINS (ICC ESR-2269)
@32" O.C. MAX. AND (2) #10 SMS @ EA. STUD
24" MAX.
8' -7" M
A
X.

DECK PER STRUCT.

TRACK TO STEEL DECK
CONN. PER STRUCTURAL

INTERIOR HANGER STUD

PER STRUCTURAL
CONT. TRACK W/ (2) #10 SMS @
EA. STUD, TYP.

CEILING JOIST PER 1/-
5'-0" MAX.

CONT. TOP TRACK TO
DECK CONN. PER

STRUCTURAL
STUD WALL PER SCHED.
8' -7" M
A
X.
362S162-54 DIAGONAL BRACE
@ 4'-0" O.C. ATTACHED TO

DECK PER STRUCTURAL

CEILING JOIST
PER 1/-

INTERIOR SUSPENDED
STUD PER 12/S1.7

ANCHOR TO DECK

ABOVE PER STRUCTURAL

CEILING JOIST AND

ATTACHMENT TO
STUD HANGER PER 1/-
#10 SMS AT EA.

STUD FLANGE
TYP.
5/8" GYP. BD PER RCP

PER RCP
MTL STUD HANGER W/5/8" GYP
BRD; ANCHOR STUD TO CEILING

JST & STL DECK PER STRUCTURAL

METAL STUD CEILING
JOIST
6" x 16 GA. METAL STUD
6" x 16 GA. CONT. TRACK W/
(2) #10 SMS EACH FLANGE

EACH STUD
CONT 16 GA TRACK W/ (2)
#10 x 1" SMS EA FLANGE
EA STUD, AND (2) #10 x 1"
SMS @ 16" TO JOISTS
BELOW

CLOSURE MOUNT WITH EDGE

SUPPORT

REMOVABLE CLOSURE
(WHITE)
6" x 16 GA. CONT. BACKING TRACK W/
(3)#10 SMS EACH STUD PER DETAIL 4 / S1.7
(2) 2" #10 SMS TO BACKING
12" O.C. 2" MIN. FROM EACH END

CURTAIN WALL HEAD DETAIL
PER
5/8" GYPSUM BOARD
PER 1/A64.2

SPACING

CEILING JOIST PER
1/A64.2
(2) # 10 @ FLANGE T & B
EA. END TYP.
# 10 @ EA. JOIST STUD
& (4) # 10 PER BLOCK,
TYP.
362S162-54 OR 1-1/2"x
33 MIL STRAP

TRACK BLOCKING TO
MATCH JOISTS. PLACE @
72" O.C. MAX & @ EA.

END OF STRAP/STUD
TYP.

CEILING JOIST PER 1/-

PLASTER CONTROL JOINT, TYPE
PER SPECIFICATION SECTION 09 24

00. ATTACH WITH SELF DRILLING
SCREWS EA. SIDE JOIST ABOVE

SOFFIT CEMENT PLASTER W/ FINISH O/

WIRE LATH WHERE OCCURS, SEE

REFLECTED CEILING PLANS, AND
SPECIFICATION SECTION 09 24 00.
#10 SMS @ 16" O.C.
#10 SMS @
16" O.C.

OPEN TO LAY IN ACT

ACOUSTICAL CEILING PER RCP

PER RCP
5/8" GYP. BD PER RCP
MTL STUD HANGER W/5/8" GYP BRD;

ANCHOR STUD TO CEILING JST & STL
DECK PER 12/S1.7 AND BRACE AT 32" MAX.

O.C. PER 16/S1.7

REFER TO
6" x 16 GA. METAL STUD
6" x 16 GA. CONT. TRACK W/
(2) #10 SMS EACH FLANGE

EACH STUD
CONT 16 GA TRACK W/ (2) #10
x 1" SMS EA FLANGE EA STUD,
AND (2) #10 x 1" SMS @ 16" TO

JOISTS BELOW
6"
13 / A62.2

GYPSUM BOARD, TYP
ALIGN

ACCESS DOOR - SIZE & TYPE

PER PLAN
1 1/2" COLD-ROLLED STEEL

CHANNEL AROUND OPENING
3 5/8" X 1 1/4" X 25GA

METAL STUD TRACK
2#10 SMS

OPEN TO LAY IN ACT

ACOUSTICAL CEILING PER RCP

PER RCP
DECK PER STRUCT.

CONT. TOP TRACK TO
DECK CONN. PER

STRUCTURAL
STUD WALL PER SCHED.

STUCCO CEILING

CEILING JOISTS

STUCCO J-MOLD
3X3 STEAL ANGLE
EXT. TILE EXTENDS UP

PAST STUCCO CEILING
EXT. TILE FINISH ON CMU WALL
S.S. SCHLUTER RADIUS'D CORNER

COLD APPLIED, REINFORCED,

LIQUID WATERPROOF MEMBRANE
G
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QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS CEILING
A62.3
74 JOIST GYP-BOARD SECTION 1 1/2" = 1'-0" 1
GYP. BD. CLG. EDGE AT MTL STUD WALL 1" = 1'-0" 6 GYP. BOARD CEILING EDGE AT CMU 1" = 1'-0" 3 ROLLER SHADE AT POCKET 3" = 1'-0" 8 HARD LID @ STUD HANGER 1 1/2" = 1'-0" 5 CEILING SOFFIT- HARD LID 3" = 1'-0" 2 GYPSUM BOARD CEILING @ RR. 1 1/2" = 1'-0" 7
PLASTER SOFFIT- CONTROL JOINT 6" = 1'-0" 11
ACT CLG. EDGE AT MTL. STUD WALL 3" = 1'-0" 15 ACCESS PANEL, CEILING, TYP. 1 1/2" = 1'-0" 12 CEILING SOFFIT-LAY IN ACT 3" = 1'-0" 9 STUCCO CEILING AT TILE WALL 3" = 1'-0" 14

ROOF HATCH ASSEMBLY,
REFER TO SPECS.

INSULATED CURB AND LINER BY
ROOF HATCH MANUF. W/ DRIP
EDGE

ROOFING MEMBRANE ASSEMBLY

WALL TYPE, PER PLANS

PROVIDE LOCK

ROOF HATCH OPENING
MIN. 37" X 37"
WALL MOUNTED PREMANUFACTURED FIXED STEEL

ACCESS LADDER TO ACCESS TO
ROOF

TELESCOPING SAFETY POST,
SEE SPECS.

STL. REINF. AROUND OPNG. PER

STRUCTURAL
1/2" COVER BD. O/ REQ'D. ROOF
INSUL. PER T-24 AND

MECHANICALLY ATTACHED TO
DECK SYST., PER SPECS.

SAFETY RAILING W/ SELFCLOSING SIDE EXIT GATE

LAP ROOFING MEMBRANE UNDER

COUNTER FLASHING
WALL MOUNTED PREMANUFACTURED FIXED STEEL

ACCESS LADDER TO ACCESS

TO ROOF
1' - 0"
1' - 6"

WALL TYPE, PER PLANS

LADDER RUNG /RODS
1'-6" MIN. LONG -
LADDER BRACKET EA. SIDE @
5'-0" O.C. @ METAL STUDS
METAL STUD BLK'G.

FOR CONTINUATION, REFER TO DETAIL
A62.4
3 APPROVED SEALANT

UNDER MEMBRANE AT

CLAMPING RING
DRAIN

STRAINER

CLAMPING RING

PVC FLASHING

MEMBRANE
1 A62.5
2"
2'-0"
1'-0" 1'-0"
CL

PLAN VIEW
CL
1" RECESSED
4'-0"
1'-0" 1'-0"
1" RECESSED
6"
3" 3"
FIN. ROOF
ROOF
DATUM
1'-0" A62.4
4 NOTES:

1. STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF AND OVERFLOW DRAINS.

2. AFTER COMPLETE INSTALLATION OF THE ROOFING SYSTEM, CONTRACTOR SHALL INSPECT AND WATER TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS CLEAR.

3. MEMBRANE FLASHING SHALL EXTEND UNDER CLAMPING RING. EXTENT PER MANUF. SPECS. 6" MTL. STD. EXTERIOR

WALL, SEE PLAN FOR

WALL TYPE

GLULAM BEAM, SEE

STRUCTURAL FOR SIZE

FACTORY FINISHED

ALUMINUM COPING

FLASING SET IN MASTIC

BACKER ROD AND

SEALANT

FACTORY FINISHED BENT

ALUMINUM CLOSURE

SINGLE PLY ROOFING
MEMBRANE O/ 1/2"
DENSDECK COVERBOARD.

SEE 1/A62.5 FOR TYPICAL
ASSEMBLY.

GUTTER FORMED BY RIGID
FOAM AND COVERBOARD.
3 3/4"
4"
123.23° 101.77°

FACTORY FINISHED, PVC

COATED, ALUMINUM
FLASHING O/ WRB. ATTACH

UNDER ROOFING
MEMBRANE.
3/5/8" MTL. STD. FRAMING

RIGID INSULATION

METAL DECKING

DRAIN DOWN THROUGH
WALL. SEE PLUMBING FOR
ADDITIONAL INFORMATION.

ALUMINUM TRELLIS. SEE 6/-
FOR MORE INFO.

WALL TOP PLATE AND

BENT PLATE PER

STRUCTURAL
2" X 6" ALUMINUM

RECTANGLE TUBING
GLB
5S BOLT WITH

NEOPRENE WASHER

INTO GLB
1/4" ALUMINUM PLATE
4" W. GSM PAINTED

BEAM CAP FLASHING
2" x 2" ALUMINUM

ANGLE WELDED TO

ALUMINUM PLATE
2" x 6" ALUMINUM RECTANGLE
TUBING
2" x 4" TO 1/4" PLATE WITH (4)
1/4" SS. SCREWS WITH
NEOPRENE WASHERS, (2)

SCREWS PER RECTANGLE TUBE
1/4" x 4" ALUMINUM PLATE WITH

ANGLES WELDED FACTORY
FINISHED. BOLTED TO GLB SET

IN SEALANT USING NEOPRENE

WASHERS

ALUMINUM BEAM CAP FLASHING
FACTORY FINISHED SET IN (3)
1/4" BEADS WITH MARINE
2"

GLULAM BEAM WITH MARINE

GRADE VARNISH

EXTERIOR STUCCO FINISH

OVER METAL LATH

STUCCO WEEP SCREED

SEALANT AROUND OPENING

FOR STEEL SUPPORT
60 MIL. SAF O/ 16 GA BENT

SHEET METAL COVER
16 GA. BENT SHEET METAL

COVER WITH HEMMED DRIP
16 GA. BENT SHEET METAL

SOFFIT PANEL
Z-GURT

SEALANT
1/4" STEEL COLUMN SEAT, SEE

STRUCTURAL
2"

SINGLE PLY ROOFING

PVC COATED, FACTORY

FINISHED ALUMINUM FLASHING

WITH HEMMED DRIP

METAL DECK PER

STRUCTURAL

HARDI SOFFIT
BOARD. PAINTED TO

MATCH ALUMINUM

FLASHING

BACKER ROD AND

SEALANT

GLU LAM BEAM WITH

MARINE GRADE

VARNISH

BACKER ROAD AND

SEALANT

FACTORY FINISHED

ALUMINUM FLASHING

WITH HEMMED DRIP

WITH PRESSURE

TREATED SHIM
CONT. EXPANDING FOAM TO

SEAL AIR GAPS

GLULAM BEAM

EXTERIOR STUCCO

FINISH PER DETAIL
1/A.61.2
SAF

BACKER ROD AND
SEALANT, TYP.

INTERIOR FINISH. SEE

FINISH SCHEDULE
NOTE: SILL AND JAMB SIMILAR

SINGLE PLY ROOFING W/
1" RIBS
PVC COATED FACT. FINISHED

COPING FLASHING

EXTERIOR PLASTER FINISH O/ WRB

TYPICAL ROOF

ASSEMBLY
CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP

HARDI SOFFIT BOARD
1' - 0"
1/2" DENSGLAS O/ MTL. STUD WALL
1-1/2" DIAMETER STEEL TOP
RAIL. GUARD ASSEMBLY TO BE

PAINTED, SEE ELEVATIONS

FOR COLOR
1" DIAMETER STEEL TUBE
6" DIA. 3/8" THICK STEEL
MOUNTING FLANGE W/ (3) 1/4"
DIA HILTI KH-EZ W/ 2 1/2" NOM.

EMBED PER ICC ESR 3506

TOP OF PARAPET REFER TO ROOF

PLAN FOR DETAL CALLOUTS, SHEET

METAL CAP SHOWN, MASONRY CAP

AT OTHER LOCATIONS
42"-51" ABOVE TOP OF ROOF

PVC ROUND BOOT FLASHING

HEAT WELDED TO ROOFING

MEMBRANE

CLAMPING RING AND SEALANT

PER MANUFACTURERS

INSTALLATION INSTRUCTIONS

22.50°
1' - 7 1/2"
CL
42"ABSOLUTE ABOVE TOP OF

ROOF WHERE INDICATED ON

ROOF PLAN
SINGLE PLY ROOFING W/ 1" RIBS
PVC COATED FACT. FINISHED

COPING FLASHING

PVC ROOFING MANUFACTURERS

TERMINATION BAR AND

RECOMMENDED FASTENER

TYPICAL ROOF

ASSEMBLY
CONT. EXPANDING FOAM INSUL.

TO SEAL AIR GAPS, TYP
MTL. STUD WALL
BACKER ROD AND SEALANT. SEALANT

TO BE PER MANUFACTURERS

RECOMMENDATIONS FOR

TERMINATION BAR INSTALLATION
PVC ROOFING MEMBRANE O/ 1/2"

DENSGLAS WALL BOARD

SINGLE PLY ROOFING

PVC COATED, FACTORY

FINISHED ALUMINUM FLASHING

WITH HEMMED DRIP

METAL DECK PER

STRUCTURAL
HARDI SOFFIT BOARD.

PAINTED TO MATCH

ALUMINUM FLASHING

BACKER ROD AND SEALANT

GLU LAM BEAM WITH

MARINE GRADE VARNISH

AT EXPOSED AREAS

BACKER ROAD AND SEALANT

EXTERIOR STUCCO FINISH

O/ CMU WALL

EXTERIOR STUCCO FINISH
O/ METAL LATH O/ 1"

FURRING CHANNELS
60MIL SAF O/ GLB, WRAP
DOWN OVER CMU WALL 3"

INTERIOR FINISH O/ METAL

STUD FURRING WALL,SEE

FLOOR PLAN FOR WALL TYPES
3"
CONT. EXPANDING FOAM TO

SEAL AIR GAPS
G
ARDENA
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O
M
MUNIT
Y
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QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS ROOF
A62.4
75 ROOF HATCH 1 1/2" = 1'-0" 3
ACCESS LADDER @ BASE 1 1/2" = 1'-0" 5
CLAMPING RING DRAIN 3" = 1'-0" 4
ROOF DRAIN DETAIL STEEL DECK 1 1/2" = 1'-0" 1
INTEGRAL GUTTER DETAIL 1 : 6 9
ALUMINUM TRELLIS DETAIL 1 : 6 8
GLULAM POST BASE 1 : 6 10 ALUMINUM TRELLIS CONNECTION 1 : 6 7 GLULAM / ROOF EDGE DETAIL 1 : 6 11 GLULAM BEAM EDGE DETAIL 1 : 6 2 ROOF OVERHANG DETAIL 3" = 1'-0" 12
GUARDRAIL AT PARAPET 1 : 6 13
ROOF RIDGE DETAIL 3" = 1'-0" 15
GLULAM / ROOF FURRING DETAIL 1 : 6 14
CURB

SHEET METAL

FLASHING

TERMINATION BAR
FASTENED 8" O.C.

PVC ROOFING
#10 X 1 1/2"

STAINLESS STEEL
SMS
LEDGER PER STRUCT.

FULLY GROUTED CMU WALL

PVC MEMBRANE UP WALL

TYPICAL ROOF ASSEMBLY

TYPICAL INSULATION

ANCHORAGE PER DETAIL
1 A62.5
1 A62.5
CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP

TOP OF WALL PER PLANS
PRE-FINISHED ALUM. COPING W/ LAPPED
FACES @ SEAMS. (KYNAR 500 FINISH FROM

STANDARD COLOR CHART)
2X PRESSURE TREATED WOOD NAILER WITH
1/2" ø SIMP. TITEN, 32" O.C. W/ 3 1/2" EMBED, 1
3/4" MIN. EDGE DISTANCE PER ICC ESR-1056
1 1/2" #10 GALV. WOOD SCREWS WITH

NEOPRENE GASKETED METAL WASHER AT
12" O.C.

FULLY GROUTED CMU WALLS PER
STRUCTURAL DWGS. W/ INTEGRAL WATER

REPELLANT ADMIX FOR BLOCK & GROUT

ROOF SIDE EXTERIOR
20 GA GALV. STL. COPING CLEAT @ 5'-0" MIN.

O.C. MECH. FASTEN WITH MIN. 4 WOOD

SCREWS PER CLEAT
NOTE:

1. PROVIDE CONCEALED MIN. 6" WIDE SPLICE

PLATE OVER THE COPING CLEATS AT EACH
JOINT PRIOR TO INSTALLING THE COPING CAP.

2. PROVIDE PRE-MANUFACTURED, FULLY
WELDED MITERED CORNER PIECES.
5"

EXTEND ROOFING

MEMBRANE UP

WALL AND UNDER

FLASHING
5"
PVC ROOFING, WHERE OCCURS. TUCK UNDER

FLASHING

TOP OF WALL PER ELEVATIONS & SECTIONS

EXTERIOR

PVC ROOFING

MEMBRANE

FULLY GROUTED CMU WALLS PER
STRUCTURAL DWGS. W/ INTEGRAL WATER

REPELLANT ADMIX FOR BLOCK & GROUT
A62.5
11 TYPICAL
ROOF

ASSEMBLY

TYPICAL INSULATION

ANCHOR PER DETAIL
1 A62.5
1 A62.5 CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP

STEEL ROOF DECK PER STRUCTURAL
1/2" DENSDECK PRIME COVER BOARD ADHERED

USING SARNACOL AD BOARD ADHESIVE
SARNAFIL G410 PVC MEMBRANE ADHERED WITH
SARNACOL 2121 MEMBRANE ADHESIVE
P
E
R
S
T
R
U
C
T.

S
T
E
EL D
E
C
K
RIGID INSULATION R-38 MIN.

MAXIMUM ROOF SYSTEM WEIGHT:

PVC MEMBRANE-0.75 PSF
BASE SHEET (STRESSBASE 80)-0.5 PSF
1/2" DENSDECK COVERBOARD 2.0 PSF
EPS INSULATION: 0.20 PSF FOR 1" THICKNESS
SARNAPLATE AND SARNAFASTENER #12. (1)
FASTENER EVERY 3 1/2 S.F. (1'-9" O.C.) FOR
FIELD AREA. PERIMETER ZONES INCREASED
TO 1 FASTENER FOR 2 S.F. (1'-0" O.C.) SEE
2/A11.3 FOR FASTENER PLAN.

ASSEMBLY PER ICC ESR 1157
SYSTEM 3
9" MAX. THICK SARNATHERM EPS FASTENED TO

STEEL DECK USING SARNAPLATE AND
SARNAFASTENER #12.
1" TALL ADHERED RIBS @ 16" O.C. ON SHED

ROOFS, SEE ROOF PLAN FOR LOCATIONS

PVC ROOFING

MEMBRANE CAP

PLUMBING PIPE

PENETRATION

PVC FLASHING

MEMBRANE

HOT AIR WELD

TYPICAL ROOF

ASSEMBLY PER
DETAIL

DECK PER

STRUCTURAL
8" MIN.

TYPICAL INSULATION

ATTACHMENT PER
DETAIL

ALUMINIUM TAPE
1 A62.5
1 A62.5

EXPANDING FOAM
INSUL. TO SEAL AIR

GAPS, TYP
PIPE
CONT. SEALANT

ALUMINUM TAPE

PVC FLASHING MEMBRANE

TYPICAL INSULATION ATTACHMENT

PER DETAIL

HOT AIR WELDED
8" MIN.

TYPICAL ROOF ASSEMBLY PER
DETAIL

STAINLESS STEEL HOSE CLAMP
CONT. SEALANT

STAINLESS STEEL FLASHING COLLAR
1 A62.5
1 A62.5
EXPANDING FOAM INSUL. TO

SEAL AIR GAPS, TYP
SARNAFIL G410 PVC MEMBRANE ADHERED
WITH SARNACOL 2121 MEMBRANE ADHESIVE
1/2" THK. DENSDECK PRIME COVER

BOARD ADHERED USING SARNACOL AD

BOARD ADHESIVE
R-38 MIN. EPS RIGID INSULATION.
(CRICKET AREAS ARE GREATER THAN
R-38)
METAL DECK PER STRUCTURAL.

PAINTED AT EXPOSED INTERIOR AND
EXTERIOR CONDITIONS.

SARNAPLATE AND SARNAFASTENER #

12. (1) FASTENER EVERY 3 1/2 S.F.
(1'-9" O.C.) FOR FIELD AREA.

PERIMETER ZONES INCREASED TO 1
FASTENER FOR 2 S.F. (1'-0" O.C.) SEE
2/A11.3 FOR FASTENER PLAN.

SEE DETAIL

FOR ADDITIONAL

INFORMATION
5 A62.5
ASSEMBLY PER ICC ESR 1157
SYSTEM 3

SARNATHERM EPS FASTENED TO

STEEL DECK USING SARNAPLATE
AND SARNAFASTENER #12.

SEE PLAN 2/A11.3

FOR FASTENER
PLAN

FAN ASSEMBLY,

SEE MECHANICAL

STRUCTURAL DECK

AND FRAMING PER
13/S1.8.
1' - 11 31/32"
A62.5
4 1
A62.5

AC UNIT, SEE

MECHANICAL

STRUCTURAL DECK

AND FRAMING PER
14/S1.8.
1' - 11 31/32"

PVC ROOFING
CONT. SHEET

METAL CAP O/ PVC,
ADHERED TO PVC.

NEOPRENE WASHER
1 A62.5

TOP OF WALL PER ELEVATIONS & SECTIONS

EXTERIOR

PVC ROOFING

MEMBRANE

FULLY GROUTED CMU WALLS PER
STRUCTURAL DWGS. W/ INTEGRAL WATER

REPELLANT ADMIX FOR BLOCK & GROUT
A62.5
8 TYPICAL
ROOF

ASSEMBLY

TYPICAL INSULATION

ANCHOR PER DETAIL
1 A62.5
1 A62.5 CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP

TOP OF WALL PER PLANS
ORCO CMU CAP BLOCK. PRECISION FINISH,
COLOR TO BE INDIO GRAY.

FULLY GROUTED CMU WALLS PER
STRUCTURAL DWGS. W/ INTEGRAL WATER

REPELLANT ADMIX FOR BLOCK & GROUT

ROOF SIDE EXTERIOR
NOTE:

1. PROVIDE MANUFACTERERS TERMINATION

BAR AND INSTALL PER RECOMMENDED

INSTALLATION INSTRUCTIONS

2. SEAL ROOFING TO WALL WITH

MANUFACTURERS RECOMMENDED SEALANT

PER INSTALLATION INSTRUCTONS

EXTEND ROOFING

MEMBRANE UP WALL

AND UNDER MFR'S

TERMINATION BAR
MFR'S RECCOM.

SEALANT
1"
CMU CAP BLOCK TO PROTRUDE 1" PAST

EXTERIOR WALL FINISH
4" T
Y
P. U.N.O.

SINGLE PLY ROOFING ON
1/2" DENSDECK
PVC COATED FACT. FINISHED

COPING FLASHING
EXT. PLASTER WALL

TYPICAL ROOF

ASSEMBLY
CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP
LEDGER PER STRUCT.

WALL, SEE PLANS / SECTIONS FOR TYPE
2 PIECE GSM SPRING LOCK FLASHING
TERMINATION BAR FASTENED 8" O.C.

PVC ROOFING
#10 X 1 1/2" STAINLESS STEEL SMS
2 PIECE GSM SPRING LOCK

FLASHING DESIGNED TO BE

STUCCO WEEP AT TOP PIECE

EXTERIOR STUCCO FINISH
Level 3
26' - 0"
E

ETABS E

TOP OF WALL PER ELEVATIONS & SECTIONS

PVC ROOFING

MEMBRANE UP WALL

AND UNDER COPING CAP

FULLY GROUTED CMU WALLS PER
STRUCTURAL DWGS. W/ INTEGRAL WATER

REPELLANT ADMIX FOR BLOCK & GROUT
A62.5
11 TYPICAL ROOF

ASSEMBLY
CONT. EXPANDING FOAM
INSUL. TO SEAL AIR GAPS,
TYP

PVC ROOFING MEMBRANE

UP WALL AND UNDER

COPING CAP

TYPICAL ROOFING

ASSEMBLY

GUARDRAIL AT PARAPET,
SEE DETAIL 13 / A62.4
8 A62.5 SEE ROOF PLAN AND

ELEVATIONS FOR

LOCATION AND TYPE OF

PARPET CAP
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS ROOF
A62.5
76 LOW SLOPE ROOF TO CMU 1 1/2" = 1'-0" 7 EQUIP. FLASHING 6" = 1'-0" 4 CMU WALL METAL COPING 1 1/2" = 1'-0" 11
CMU PARAPET FLASHING 1 1/2" = 1'-0" 12
TYPICAL ROOF ASSEMBLY SECTION 3" = 1'-0" 5
PLUMBING VENT PIPE PENETRATION 1 1/2" = 1'-0" 6 TYP. PIPE PENETRATION FLASHING 3" = 1'-0" 3 TYPICAL ROOF ASSEMBLY 1" = 1'-0" 1
MECHANICAL UNIT CURB 3/4" = 1'-0" 14 EXHAUST & RELIEF FAN DETAIL 3/4" = 1'-0" 2 CMU PARAPET CAP BLOCK 1 1/2" = 1'-0" 9
CMU WALL CAP BLOCK 1 1/2" = 1'-0" 8
ROOFING RIDGE DETAIL 3" = 1'-0" 15
CMU PARAPET W/ ROOFS BOTH SIDES 1 1/2" = 1'-0" 13 2 PIECE REGLET FLASHING 6" = 1'-0" 10

CONCRETE MASONRY UNIT (CMU) PER
PLAN

HOLLOW METAL DOOR JAMB
CONT. SEALANT AT GAP - COLOR TO
MATCH ADJACENT GROUT COLOR, TYP.
2"
1/4"

EXTERIOR

INTERIOR

SEE DETAIL

FOR FURRING WHEN OCCURS
2 / A63.1
T-STRAP16 GA WALL 4"
ANCHOR WELDED TO FRAME @
24” MAX. O.C. AND 8” MAX.

FROM TOP & BOTTOM.

PROVIDE 4 PER JAMB MIN.

ALTERNATE: PROVIDE 3/16"
DIAMETER GALV. WIRE
ANCHOR

SOLID GROUT FRAME IN
PLACE

COATED SHEET METAL DRIP AT

UNCOVERED EXTERIOR DOORS

HOLLOW METAL DOOR HEAD
T-STRAP16 GA WALL 4" ANCHOR
WELDED TO FRAME @ 24” MAX. O.C.

AND 8” MAX. FROM TOP & BOTTOM.

PROVIDE 4 PER JAMB MIN.

ALTERNATE: PROVIDE 3/16"
DIAMETER GALV. WIRE ANCHOR
CONT. SEALANT AT GAP - COLOR

TO MATCH ADJACENT GROUT
COLOR, TYP.

A
T
H
E
A
D
2" O
R
4" *

INTERIOR

EXTERIOR

DOOR PER SCHEDULE

CONCRETE MASONRY UNIT (CMU)

PER PLAN - PLASTER FINISH WHERE

OCCURS PER WALL TYPE

SEE DETAIL

FOR FURRING WHEN
OCCURS
2 / A63.1
*NOTE:
2" HEAD AT 7'-10" HEIGHT DOOR
4" HEAD AT 7'- 0" HEIGHT DOOR

SOLID GROUT

FRAME IN PLACE
DOOR

OPENING
1/2" TYP.
1/2" MIN. 5/8"
2"
1 9/16" VARIES 1 15/16"

WALL TYPE PER PLAN

JAMB/HEAD FRAMING
PER STRUCT. DWGS.

HOLLOW METAL FRAME;

FOR ANCHORAGE SEE
DETAIL

ACOUSTICAL SEAL AS
REQ'D. - REFER TO DOOR
SCHED. AND SPECS.

DOOR PER SCHEDULE

WALL TYPE

VARIES PER

SNAP IN STEEL

ANCHOR AT JAMB

ACOUSTICAL INSULATION AT
INT. WALLS, TYP.
5 A63.1

SET IN MASTIC

AT EXTERIOR

ALUMINIUM THRESHOLD

REFER TO HARDWARE

SCHEDULE
A

EXTERIOR FLOOR FINISH,
1/4"
D

VCT WHERE OCCURS

PER FINISH SCHEDULE

ROPPE TRANSITION STRIP
VCT / CONC. WHERE OCCURS

PER FINISH SCHEDULE
BEVELED 2:1,
MAX., TYP.

BOTH SIDES 1/4"
1/2" M
AX.

RESILIENT FLOORING

PER FINISH SCHEDULE

ROPPE REDUCER STRIP AS

REQUIRED TO ACCOMODATE

FLOORING THICKNESS

CONCRETE/VCT
1/4"
3/8"

FINISH FLOOR
BEVELED 2:1
MAX., TYP.

ALUMINIUM THRESHOLD

REFER TO HARDWARE

SCHEDULE
B

FLOORING PER FINISH

SCHEDULE

SET IN MASTIC

AT EXTERIOR

EXTERIOR FLOOR FINISH,

WHERE OCCURS

FINISH FLOOR
3/8"
1/4"
1/2" M
AX.
1/4"

BEVELED
2:1, TYP.

CONCRETE
3/8"

CONCRETE
F
1/4" M
AX.

STEEL BASE ROLL UP DOOR
PLATE

ROLL-UP MAN DOOR
8" M
AX. 8" M
AX.

FURRED WALL PER PLAN

DOOR HEAD & JAMB TO BE

POSITIONED SO RECESS DOES
NOT EXCEED 8" ON EITHER SIDE
SEE 3/- FOR TYPICAL NOTES

AND DIMENSIONS NOT SHOWN
HERE

EXTERIOR
INTERIOR TYP. HOLLOW METAL FRAME

SNAP IN JAMB BRACKET

PRE-DRILLED SCREW HOLES
FOR (3) EACH SIDE #12 S.M.S.

INTO SIDE OF JAMB STUDS
MIN. 3 PER EACH JAMB FOR
DOORS UP TO 7'-0" IN HEIGHT -
36" O.C. W/ 6 FROM TOP AND

BOTTOM OF DOOR)
PRE DRILLED HOLE FOR CONC.

WALL ANCHORS
NAILING FLANGE ON EXT.
4"
4"
1 1/2"
1/4"

VARIES W/ DOOR SIZE
NOTCH DR. FRAME
AT VERT. FLASH. LIP -

PROVIDE SEALANT

AT NOTCH
24 GA. G.I. PAN

INSTALLED PRIOR TO
DR. INSTALLATION -

SET IN FULL BED OF
MASTIC

SOLDER ALL
SEAMS - TYP.

EXTERIOR FINISH,

PER LANDSCAPE

ALUMINUM DOOR SHOE W/ DRIP

WEATHERSTRIP

ALUMINUM DOOR THRESHOLD - ACCESSIBILITY

COMPLIANT

BACKER ROD AND SEALANT OVER

EXPANSION JOINT

EXTERIOR WALK
2% MAX.

V
E
R
T.
1/4" M
AX.
1/4" M
AX.
2 1
1/4" M
AX.

SEALANT &

EXPANSION JOINT

FILLER, PER
LANDSCAPE DWGS.

DOOR

OPENING

WALL TYPE PER PLAN

JAMB/HEAD FRAMING
PER STRUCT. DWGS.

DOOR PER SCHEDULE

WALL TYPE

VARIES PER

ALUMINUM FRAME TYPICAL

KNOCK DOWN ALUMINUM

FRAME, TYPICAL
1 1/2" #10 SMS SCREWS @ 2" FROM
EACH END AND 12" O.C.

ALUMINUM DOOR SHOE W/ DRIP

WEATHERSTRIP

ALUMINUM DOOR THRESHOLD - ACCESSIBILITY

COMPLIANT
STOREFRONT SILL PAN SET IN (3) 1/4"
CONT. BEADS OF MASTIC

PRE-CAST CONCRETE LANDING PLANKS BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

V
E
R
T.
1/4" M
AX.
1/4" M
AX.
2 1
1/4" M
AX.

STEEL FRAMING PER STRUCTURAL
LEVEL 1 F.F.
0"
Level 1
0"
B
OVERHEAD ROLLING COUNTER DOOR.

BOD: OVERHEAD DOOR COMPANY MODEL 655

ALUMINUM CURTAIN WITH SS HOOD AND SS INTEGRAL

FRAME AND SILL
ATTACH TO METAL STUD WALL PER MANUF. INSTALLATION

INSTRUCTIONS AND RECCOMMENDED FASTENERS

INTEGRAL SS FRAME

ALUMINUM CURTAIN

INTEGRAL SS SILL
3' - 0"
8' - 0"

DOOR PER SCHEDULE
CONT. SEALANT AND
BACKER ROD, TYP.

SHIM AS REQUIRED

INTERIOR

EXTERIOR

BACKER ROD AND SEALANT

ACOUSTICAL BATT

INSULATION

STUD SIZE

FURRING WALL
PER A61.2

CMU PER PLAN
1/2" DIA SIMPSON TITEN

HD SCREW ANCHORS
WITH 2-3/4" EMBED @ 24"
O.C.
(ICC ESR 1056)
ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0" O.C.

ALONG HT. OF STUD W/ (3) #
10 SMS TO STUD
3/8” Ø SIMP. TITEN HD W/ 2
3/4” EMBED.4" MIN. EDGE

DISTANCE PER ICC
ESR-1056, TYP.
1 3/4" MIN. EDGE

DISTANCE PER ICC
ESR-1056 CONT 16 GA TRACK W/ (2) #
10 x 1" SMS EA FLANGE EA
STUD, AND (2) #10 x 1" SMS
@ 16" TO THE SHADE CASE

COLOR COATED SHEET
MTL. DRIP FLASHING
DOOR PER SCHED.

CONT. SEALANT AND
BACKER ROD, TYP.

SHIM AS REQUIRED

INTERIOR

EXTERIOR

BACKER ROD AND

SEALANT

ACOUSTICAL BATT

INSULATION

STUD SIZE FURRING WALL

PWER WALL
TYPE

CMU PER PLAN
7/8" 3 COAT PLASTER O/

SELF FURRING LATH
1/2" DIA SIMPSON TITEN HD
SCREW ANCHORS WITH 2-3/4"
EMBED @ 24" O.C.
(ICC ESR 1056)
ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0"
O.C. ALONG HT. OF
STUD W/ (3) #10 SMS

TO STUD
3/8” Ø SIMP. TITEN HD
W/ 2 3/4” EMBED.4"
MIN. EDGE DISTANCE
PER ICC ESR-1056,
TYP.
1 3/4" MIN. EDGE DISTANCE
PER ICC ESR-1056
CONT 16 GA TRACK W/
(2) #10 x 1" SMS EA

FLANGE EA STUD, AND
(2) #10 x 1" SMS @ 16"

TO THE SHADE CASE
CONT. J MOULD
CONT. CORNER AID. WIRE

TIE INTO LATH

GLASS PER ELEVATION

ALUMINUM VERTICAL MULLION
BEYOND

STOREFRONT DOOR

PER SCHEDULE

ALUMINUM HORIZONTAL

MULLION

DOOR OPENING

INTERIOR EXTERIOR

ALUMINUM DOOR FRAME
NOTE:

SEE DOOR SCHEDULE

FOR FIRE RATED
DOORS, TYP.

DOOR

OPENING
1/2" MIN 5/8"
2"
1 9/16" VARIES 1 15/16"

WALL TYPE PER PLAN

JAMB/HEAD FRAMING
PER STRUCT. DWGS.

HOLLOW METAL FRAME;

FOR ANCHORAGE SEE
DETAIL

ACOUSTICAL SEAL AS
REQ'D. - REFER TO DOOR
SCHED. AND SPECS.

DOOR PER SCHEDULE

WALL TYPE

VARIES PER

SNAP IN STEEL

ANCHOR AT JAMB

ACOUSTICAL INSULATION AT
INT. WALLS, TYP.
5 A63.1
STUCCO

SEALANT
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

DETAILS DOOR
A63.1
77 DOOR HEAD AT CMU WALL 3" = 1'-0" 6 DOOR JAMB AT CMU WALL 3" = 1'-0" 3 H.M. FRAME HEAD & JAMB AT INT.
3" = 1'-0" 1
THRESHOLD DETAILS 3" = 1'-0" 9
H.M. DOOR FRAME JAMB ANCHORS 1 1/2" = 1'-0" 5 FURRING AT DOOR HEAD & JAMB 3" = 1'-0" 2 EXT. DOOR THRESHOLD FLASHING 3" = 1'-0" 8
EXTERIOR DOOR THRESHOLD @ EXT. STAIR 3" = 1'-0" 10 EXTERIOR DOOR THRESHOLD 3" = 1'-0" 7 ALUMINUM FRAME HEAD/JAMB AT INT. 3" = 1'-0" 4
ROLLUP COUNTER DOOR 1" = 1'-0" 11
DOOR HEAD/JAMB @ CMU W/ PLASTER 3" = 1'-0" 15 DOOR HEAD/JAMB AT CMU 3" = 1'-0" 12 STOREFRONT @ DOOR HEAD/JAMB 3" = 1'-0" 13
H.M. FRAME HEAD & JAMB AT INT. 3" = 1'-0" 14

GLAZING PER SPECS

SEALANT

COLOR COATED
SHEET MTL. SILL

FLASHING

EXTERIOR INTERIOR

CMU PER PLAN
(1) LAYER 5/8" TYPE "X"
GYP. BD.

AS NOTED IN WALL
TYPE COMMENTS.

ACOUSTICAL BATT

INSULATION
1/2" AIR GAP

STUD SIZE

FURRING WALL
PER A61.1

SHIM AS REQUIRED
1/2" DIA SIMPSON TITEN

HD SCREW ANCHORS
WITH 2-3/4" EMBED @
24" O.C.
(ICC ESR 1056)
CONT. SEALANT AND
BACKER ROD, TYP.

ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0"
O.C. ALONG HT. OF
STUD W/ (3) #10 SMS

TO STUD
3/8” Ø SIMP. TITEN HD W/ 2
3/4” EMBED. 4" MIN. EDGE

DISTANCE PER ICC
ESR-1056, TYP.
1 3/4" MIN. EDGE

DISTANCE PER ICC
ESR-1056

GLAZING PER SPECS
CONT. SEALANT AND
BACKER ROD, TYP.

SHIM AS REQUIRED

INTERIOR

EXTERIOR

SEALANT

ACOUSTICAL BATT

INSULATION

STUD SIZE

FURRING WALL
PER A61.2

CMU PER PLAN
1/2" DIA SIMPSON TITEN

HD SCREW ANCHORS
WITH 2-3/4" EMBED @ 24"
O.C.
(ICC ESR 1056)
ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0" O.C.

ALONG HT. OF STUD W/ (3) #
10 SMS TO STUD
3/8” Ø SIMP. TITEN HD W/ 2
3/4” EMBED.4" MIN. EDGE

DISTANCE PER ICC
ESR-1056, TYP.
1 3/4" MIN. EDGE

DISTANCE PER ICC
ESR-1056

REMOVABLE CLOSURE
(WHITE)
CONT 16 GA TRACK W/ (2) #
10 x 1" SMS EA FLANGE EA
STUD, AND (2) #10 x 1" SMS
@ 16" TO THE SHADE CASE

COLOR COATED SHEET
MTL. DRIP FLASHING

ROLLER SHADE ROLL

HOUSING

ROLLER SHADE HOUSING
TRIM

SEALANT
26 GA. GALV. SHEET MTL.
3 SIDED SILL FLASHING
1/2" DIA SIMPSON TITEN HD

SCREW ANCHORS WITH
2-3/4" EMBED @ 24" O.C.
(ICC ESR 1056)

EXTERIOR INTERIOR

CMU PER PLAN

CLIP ANGLE

LOUVER SILL
MEMBER
1 3/4" MIN. EDGE DISTANCE
PER ICC ESR-1056
ALIGN F.O. LOUVER
TO F.O. FINISH

SEALANT

INTERIOR

EXTERIOR

CLIP ANGLE

LOUVER JAMB
MEMBER

SHIM AS REQUIRED
CONT. SEALANT AND
BACKER ROD, TYP.

CMU PER PLAN
1/2" DIA SIMPSON TITEN HD
SCREW ANCHORS WITH 2-3/4"
EMBED @ 24" O.C.
(ICC ESR 1056)
1 3/4" MIN. EDGE

DISTANCE PER ICC
ESR-1056
ALIGN F.O. LOUVER
TO F.O. FINISH
EXT. FINISH SEE ELEV.

INTERIOR

EXTERIOR

LOUVER HEAD
MEMBER

CMU PER PLAN

SHIM AS REQUIRED
CONT. SEALANT AND
BACKER ROD, TYP.

CLIP ANGLE

SEALANT
3/8" DIA SIMPSON TITEN

HD SCREW ANCHORS
WITH 2-3/4" EMBED @
24" O.C.
(ICC ESR 1056)
1 3/4" MIN. EDGE DISTANCE
PER ICC ESR-1056
CONT. DRIP FLASHING
EXT. FINISH, SEE ELEV.

ALIGN F.O. LOUVER
TO F.O. FINISH
GLAZING PER SPECS.

EXT. GYP. SHEATING
J-MOLD WITH 2"
RETURN

EXTERIOR INTERIOR

SELF-ADHERED

FLEXIBLE FLASHING
MIN.
2"
CONT. SEALANT, TYP.
#12 WS @ 8" O.C.

SEAL ALL SCREW HEADS

W/ SEALANT

STOREFRONT
SILL

SELF-ADHERED FLEXIBLE
FLASH. LAP UP AND

OVER, PER DETAIL

WALL BEYOND

CORNER BEAD

FINISH PER FINISH SCHEDULE,

WRAP DOWN AND OVER AT
HEAD
7/8" EXTERIOR

CEMENT PLASTER O/

METAL LATH

ALUMINUM FLASHING

W/ DRIP EDGE

BACKER ROD AND

SEALANT

GLAZING PER SPECS RIBBON WINDOW HEAD
EXT. SHEATHING
EXT. PLASTER

SHIM AS REQUIRED

INTERIOR

EXTERIOR
CONTINUE BLDG. PAPER

O/ FLASHING

SELF-ADHERED

FLASHING

BACKER ROD &
SEALANT, TYP.

CONT. SEALANT, TYP.

SELF-ADHERED
FLEXIBLE FLASH. CONT.

AT HEAD AND EXTEND
TO LAP O/ OPNG. PER
DTL.
#12 PHWS MIN. 2 1/2" EMBEDED TO
STRUCTURAL HEADER @ 18" O.C.

MAX., SEE DETAILS ON SHEET
FVA002
#12X3" SST FH WS @ 32"
O.C., 8" MAX. FROM
CORNERS. 2 1/2" MIN.

EMBEDED

CORNER BEAD
HEADER PER STRUCT.

DRAWING

FINISH PER FINISH SCHEDULE,

WRAP DOWN AND OVER AT
HEAD

ALUMINUM HEAD

FLASHING W/ DRIP
EDGE

STOREFRONT JAMB

GLAZING PER SPECS
BACKER ROD & SEALANT, TYP.

INTERIOR

EXTERIOR
#12 WS @ 12" O.C.

SEAL ALL SCREW HEADS W/
SEALANT.

TYP. JAMB FRAMING

CORNER BEAD

FINISH PER FINISH SCHEDULE,

WRAP DOWN AND OVER AT
HEAD
J MOLD W/ 2" RETURN
EXT. PLASTER

SELF-ADHERED FLASHING,

PER DETAIL
CONTINUE BLDG. WRAP

O/ FLASHING
EXT. GYP.

SHEATHING

ALUMINUM

STOREFRONT SILL
EXT. PAVING PER

LANDSCAPE DRAWINGS

WHERE OCCURS

EXPANSION BOARD

GLASS PER SPECS

ALUMINUM VERTICAL

MULLION BEYOND

FINISH FLOORING PER

SCHEDULE

SEAL ALL FASTENER HEAD
AND AROUND BOLTS. FASTEN

THROUGH BEAD OF SEALANT

CONTINUOUS SEALANT

EXTERIOR INTERIOR
S.S. SILL PAN SET IN FULL BED

OF SEALANT WITH END DAMS

FULLY SOLDERED

WATERTIGHT
1/4" DIAMETER

SIMPSON TITEN HD

OUNTERSUNK HEAD
SCREW @ 24" O.C.,
INSTALLED W/ 2.5"

EMBED PER ICC
ESR-2713.

TYP. CONT. SEALANT AT
EXT. PAVING

DOOR PER SCHEDULE

FRAME PER SCHEDULE
ALUM. THRESHOLD

SEALANT &

EXPANSION JOINT

FILLER, PER
LANDSCAPE DWGS.

EXTERIOR PAVING -

SLOPED TO DRAIN
AWAY FROM BLDG.,

SEE CIVIL AND
LANDSCAPE DWGS.
2 1
TYP.

MULLION BEYOND

DOOR STOP & SEAL
FLOOR FIN. PER FIN. PLAN
MAX. & SCHED.

T.O. CONC. ELEV. -

SEE SLAB PLAN
SLOPE
10" MIN.
10 1/2"
1/2" MAX.

GLAZING PER SPECS

CMU PER PLAN

EXTERIOR INTERIOR

SEALANT
(1) LAYER 5/8" TYPE "X"
GYP. BD.

AS NOTED IN WALL
TYPE COMMENTS.

STUD SIZE

FURRING

WALL PER
A61.2
26 GA. GALV. SHEET MTL.

SILL FLASHING

FRY REGLET- J MOLDING

PORTLAND CEMENT

PLASTER
1/2" DIA SIMPSON TITEN HD
SCREW ANCHORS WITH 2-3/4"
EMBED @ 24" O.C.
(ICC ESR 1056)
CONT. SEALANT AND
BACKER ROD, TYP.

ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0"
O.C. ALONG HT. OF
STUD W/ (3) #10 SMS

TO STUD
3/8” Ø SIMP. TITEN HD
W/ 2 3/4” EMBED.4"
MIN. EDGE DISTANCE
PER ICC ESR-1056,
TYP.
1 3/4" MIN. EDGE

DISTANCE PER ICC
ESR-1056
CONT. SEALANT, TYP.

GLAZING PER SPECS
CONT. SEALANT AND
BACKER ROD, TYP.

SHIM AS REQUIRED

INTERIOR

EXTERIOR

SEALANT

ACOUSTICAL BATT

INSULATION

STUD SIZE FURRING WALL

PWER WALL
TYPE

CMU PER PLAN
7/8" 3 COAT PLASTER O/

SELF FURRING LATH
1/2" DIA SIMPSON TITEN HD
SCREW ANCHORS WITH 2-3/4"
EMBED @ 24" O.C.
(ICC ESR 1056)
ANGLE 4"x3"x 16 GA.

EVERY STUD @ 8'-0"
O.C. ALONG HT. OF
STUD W/ (3) #10 SMS

TO STUD
3/8” Ø SIMP. TITEN HD
W/ 2 3/4” EMBED.4"
MIN. EDGE DISTANCE
PER ICC ESR-1056,
TYP.
1 3/4" MIN. EDGE DISTANCE
PER ICC ESR-1056
CONT 16 GA TRACK W/
(2) #10 x 1" SMS EA

FLANGE EA STUD, AND
(2) #10 x 1" SMS @ 16"

TO THE SHADE CASE
CONT. J MOULD

ROLLER SHADE ROLL

HOUSING

ROLLER SHADE HOUSING
TRIM
CONT. CORNER AID. WIRE

TIE INTO LATH

GLASS PER ELEVATION

VERTICAL MULLION
BEYOND
CONT. SEALANT
FILLET
ATTACH W/ #12 FHWS
SCREWS @ 12" O.C.

STUD FRAME PER
STRUCT. DWGS.

WALL PER PLAN

SHIM AS REQUIRED

INTERIOR INTERIOR

ACOUSTIC BATT

INSULATION
ALUM. STOREFRONT
HEAD
CONT. SEALANT
FILLET

DOOR PER SCHEDULE RIBBON WINDOW HEAD
EXT. SHEATHING
EXT. PLASTER

SHIM AS REQUIRED

INTERIOR

EXTERIOR
CONTINUE BLDG. PAPER

O/ FLASHING

SELF-ADHERED

FLASHING

BACKER ROD &
SEALANT, TYP. CONT. SEALANT, TYP.

SELF-ADHERED
FLEXIBLE FLASH. CONT.

AT HEAD AND EXTEND
TO LAP O/ OPNG. PER
DTL.
#12 PHWS MIN. 2 1/2" EMBEDED TO
STRUCTURAL HEADER @ 18" O.C.

MAX., SEE DETAILS ON SHEET
FVA002
#12X3" SST FH WS @ 32"
O.C., 8" MAX. FROM
CORNERS. 2 1/2" MIN.

EMBEDED

CORNER BEAD
HEADER PER STRUCT.

DRAWING

FINISH PER FINISH SCHEDULE,

WRAP DOWN AND OVER AT
HEAD

ALUMINUM HEAD

FLASHING W/ DRIP
EDGE

STOREFRONT JAMB

DOOR PER SCHEDULE
BACKER ROD & SEALANT, TYP.

INTERIOR

EXTERIOR
#12 WS @ 12" O.C.

SEAL ALL SCREW HEADS W/
SEALANT.

TYP. JAMB FRAMING

CORNER BEAD

FINISH PER FINISH SCHEDULE,

WRAP DOWN AND OVER AT
HEAD
J MOLD W/ 2" RETURN
EXT. PLASTER

SELF-ADHERED FLASHING,

PER DETAIL
CONTINUE BLDG. WRAP

O/ FLASHING
EXT. GYP.

SHEATHING
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

WINDOW AND WALL ASSEMBLY DETAILS
A63.2
78 WINDOW SILL AT CMU 3" = 1'-0" 1
WINDOW HEAD/JAMB AT CMU 3" = 1'-0" 3
LOUVER SILL AT CMU 3" = 1'-0" 13
LOUVER JAMB AT CMU 3" = 1'-0" 14
LOUVER HEAD AT CMU 3" = 1'-0" 15
WINDOW SILL @ PLASTER 3" = 1'-0" 7
WINDOW HEAD @ PLASTER 3" = 1'-0" 9
WINDOW JAMB @ PLASTER 3" = 1'-0" 8
GLAZED WALL SILL 3" = 1'-0" 4
GLAZED WALL DOOR THRESHOLD 3" = 1'-0" 5 SILL AT CMU W/ EX. PLASTER 3" = 1'-0" 2 HEAD/JAMB @ CMU W/ PLASTER 3" = 1'-0" 6
STOREFRONT HEAD/JAMB/SILL @ INT. 3" = 1'-0" 10
WINDOW HEAD @ PLASTER 3" = 1'-0" 12
WINDOW JAMB @ PLASTER 3" = 1'-0" 11
STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

STOREFRONT NOTES:

CLEAR ANODIZED FINISH FOR ALL STOREFRONT MULLIONS, DOORS, ETC.

INCLUDES WINDOW MULLIONS.

REINFORCING PER MANUF.

SAFETY NOSING - 3/8" WIDE X 1/4" DEEP FORMED
GROOVES. FULL TREAD WIDTH - CONTRASTING

COLOR AT ALL TREADS

STAIR TREADS - MEDIUM BROOM
FINISH PARALLEL TO NOSING;
- STEPSTONE INC. LONGSPAN STEP TREAD
1"
2 5/8"
3/4"
**NOSING SHALL NOT PROJECT
MORE THAN 1-1/4" PAST THE

FACE OF THE RISER BELOW,
PER SEC. 11B-504.5
M
A
X. TYP.
3 31/32"
4" X 4" X 5/16"
PLATE

WITH POST

INSALLED

ANCHORS

RAIL SUPPORT

WELD TO
EMBED
1/2"
GUARDRAIL @STAIR AND LANDING
1-1/2" OUTSIDE DIA. TOP RAIL
MAX. TYP.
3 31/32"

HANDRAIL
GUARDRAIL @UPPER TERMINATION LEVEL
MIN.
12" EXDEND

WORK POINTON PLANS

STEEL PIPE RAILS BEYOND
2' - 10"
3' - 6"
1-1/2" TOP RAIL

STEEL STRINGER BEYOND
1-1/2" POSTS @ 48" O.C.
1-1/2" INTERMEDIATE
RAILS @ 5-1/4", TYP.

HANDRAIL BEYOND

SPACED SUCH THAT A
SPHERE 4" IN DIA. CANNOT
PASS THROUGH. TYPICAL.
3 7/8" CLR.

MAX. TYP.

FINISH FLOOR OR LANDING

ASSEMBLY, SEE PLANS
5"

STARTER NOSING

BOLTED RISER ANGLE TO WOOD
STRINGER.
**WELD ANGLE TO STEEL STRANGER
@ METAL STAIR CONSTRUCTION

PRE-CAST CONCRETE ONE-PIECE
CLOSED RISER "STAIRTREAD" BY

STEPSTONE (MODERN PROFILE), OR

APPROVED EQUAL
9 1/2" 1 3/8"
MAX. RISE
7"
5 1/2" 6 1/2"

WELDED WIRE
MESH
11" RUN

NON-CORROSIVE THREADED INSERTS
W/ 3/8" Ø BOLT W/ FLAT WASHER &

LOCK WASHER

ALL STEEL IS

GALVANIZED, TYP
GALV. STEEL STRINGER PER STRUCTURAL

PAINTED, SEE FINISH PLAN
PRE-CAST CONCRETE "STARTER STEP" BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

PRE-CAST CONCRETE
STEPS SEE DET. 1/-
1/8" GAP BETWEEN LANDING PLANKS PER MANUF.

PRE-CAST CONCRETE LANDING PLANKS BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

STEEL FRAMING PER STRUCTURAL
EXP. FELT AND SEALANT
3/8"

A MODERN PROFILE B

C MODERN PROFILE STARTER STEP D

MODERN PROFILE STARTER STEP W/

INTEGRAL AGGREGATE WARNING
DETAIL

MODERN PROFILE W/ INTEGRAL

AGGREGATE WARNING DETAIL
12"
9 3/4"
2 1/2"
5 1/4"
1 1/8"
1 1/8"
7 3/4"
1 3/4"
2" 1 1/2"
2 7/8" 1 1/8"
7 3/4"
4"
1 3/4"
2" 1"

WARNING STRIPING
@UPPER APPROACH

AND ALL TREADS
A64.1
2 A64.1
2 STEEL BEAM PER STRUCTURAL

STEEL STRINGER PER

STRUCTURAL

FINISH PAINT TO MATCH WALL

STRINGER ATTACHED TO
LANDING BEAM EA. SIDE W/

ANGLE PER STRUCTURAL

PRE-CAST
CONCRETE STEPS;
SEE DET. 3/-

PRE-CAST CONCRETE PLANK

LANDING

SEALANT AND

COMPRESSIBLE FILLER

STEEL ANGLE PER

STRUCTUAL

ALL STEEL IS

GALVANIZED, TYP
GALV. STEEL STRINGER PER STRUCTURAL

PAINTED, SEE FINISH PLAN
PRE-CAST CONCRETE "STARTER STEP" BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

PRE-CAST CONCRETE
STEPS SEE DET. 1/-

FLOOR FINISH, SEE FINISH PLAN

ALL STEEL IS

GALVANIZED, TYP

LIGHTWEIGHT CONCRETE O/ METAL DECK,

SEE STRUCTURAL FOR DETAILS

STEEL FRAMING PER STRUCTURAL
EXP. FELT AND SEALANT
3/8"

STEEL ANGLE

EXPANSION

ANCHORS, SEE
SECTION STRUCT DWGS.

BARRIER RAIL &

STAIR ELEVATION
NOTE:

1. ALL EXPOSED STEEL TO BE PRIMED AND PAINTED.

2. ALL EXTERIOR STAIRS TO BE GALVANIZED UNLESS
OTHERWISE NOTED.

3. HANDRAILS TO BE CONTINUOUS FULL LENGTH OF

STAIR AND HANDRAIL EXTENSIONS TO OCCUR ON
BOTH SIDES OF STAIRS.
1-1/2" OUTSIDE DIA.

PIPE BARRIER RAIL.
1-1/2" WIDE HSS STAIR

STRINGER

PRE-CAST CONCRETE TREAD

SLIP RESISTANT & CLOSED RISER
(PAINT TYP.)
1-1/2" OUTSIDE DIA. PIPE

HANDRAIL, ALL JOINTS TO BE

WELDED AND GROUND SMOOTH
1" MAX FROM EDGE
2" MIN. WIDTH

CONTRASTING COLOR INTEGRAL
AGGREGATE WARNING STRIPE PER PRECAST CONC. STAIR TREAD MANUF. AT

EVERY TREAD ON EXTERIOR STAIRS

WORK POINT
POSTS @ 4'-0" O.C.

ROUND NOSING 12" PLUS TREAD WIDTH
EDGE, TYP. 3' - 6" 2' - 10"
5 1/4"
TYP
1-1/2" OUTSIDE DIA.

INTERMEDIATE RAILS
STEEL
ANGLE
PRE-CAST CONC.

LANDING PLANKS

CLOSURE PLATE

BETWEEN STRINGERS BY
STAIR MANUF.

STRINGERS, TREADS & RISERS
BEYOND

HAND RAIL TO BE

CONTINUOUS FULL

LENGTH OF STAIR

SECTION ELEVATION
NOTE: FOR ADDITIONAL NOTES & DIMENSIONS,

SEE DETAIL
TREAD + 12"

CONTRASTING COLOR INTEGRAL AGGREGATE
WARNING STRIPE PER PRE-CAST CONC. STAIR
TREAD MANUF. AT TOP AND BOTTOM TREADS

ONLY AT INTERIOR STAIRS AND EVERY TREAD

ON EXTERIOR STAIRS
1" MAX FROM EDGE
2" MIN. WIDTH

ROUND NOSING
EDGE, TYP.
1 A64.1
A64.1
9 SIM.

STAIR SECTION

GUARDRAIL

ELEVATION

GUARDRAIL

SECTION GUARDRAIL HEIGHT
3' - 6"
4 1/2"

CONTRASTING COLOR INTEGRAL AGGREGATE
WARNING STRIPE PER PRE-CAST CONC.

STAIR TREAD MANUF. AT EACH TREAD
NOSING
1" MAX FROM EDGE
2" MIN. WIDTH

ROUND NOSING
EDGE, TYP.
2' - 10"

HANDRAIL HEIGHT
TYP
5 1/4"
1" MIN.

A64.1
12 SIM.

LEVEL 2 F.F.
13' - 0"

STEEL RAILING
3-7/8" MAX OPENING; 4" SPHERE

SHALL NOT PASS THROUGH

OPENING
PRECAST CONC. LANDING PLANK
WITH WELD PLATE BY MANUF.

STEEL ANGLE SUPPORT WELDED

TO PLANK

HSS STRINGER, PER STRUCTURAL
STEEL BALUSTER "L" BRACKET

WITH THROUGH BOLT

CONNECTION, PER STRUCTURAL
1 1/2"
4" 4" 4"

OPENING
3 7/8" MAX.

Level 3
26' - 0"
9". 42" MIN. G
U
A
R
D
H
EIG
H
T
1 1/2" STEEL TOP RAIL. GUARD TO BE PAINTED, SEE

ELEVATIONS FOR COLOR
1" POSTS @ 4' O.C.
(2) 1" HORIZONTAL RAILS EQUALLY SPACED

PVC ROOFING PENETRATION BOOT WITH CLAMPING

RING AND SEALANT WELDED TO ROOFING

MEMBRANE, INSTALL PER PANUFACTURERS
INSTRUCTIONS.

TYPICAL PVC ROOFING ASSEMBLY

RAILING POSTS MOUNTING FLANGE ATTACHED TO
STRUCTURAL DECK. SEE STRUCTURAL DRAWINGS
FOR ATTACHMENT.
1' - 9 3/4"
3' - 0".
3/8"X3" STEEL ATTACHMENT

BRACKETS WELDED TO LADDER SIDE

RAILS, LAGBOLT INTO WALL
1-1/2" GALV STEEL TUBE

HANDRAIL, PAINTED
1" ROUND STEEL STEP, WELDED

TO SIDE RAILS
3/8"X3" STEEL SIDE RAILS, PAINTED
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

STAIR AND RAILING DETAILS
A64.1
79 CONCRETE STAIR NOSING 6" = 1'-0" 2
GUARDRAIL 1 1/2" = 1'-0" 10
ONE-PIECE CLOSED TREAD/RISER 3" = 1'-0" 5
INTERIOR STAIR UP @LANDING 1 1/2" = 1'-0" 12 EXTERIOR STAIR UP @LANDING 1 1/2" = 1'-0" 9 STEEL STRINGER STAIR @MID-LANDING 1 1/2" = 1'-0" 6 TREAD DETAILS - MODERN 1 1/2" = 1'-0" 3 STAIR TOP LANDING DETAIL 1" = 1'-0" 7 STAIR INTERMEDIATE LANDING DETAIL 1" = 1'-0" 4 STAIR BOTTOM LANDING DETAIL 1" = 1'-0" 1 EXT. ROOF ACCESS LADDER 1/2" = 1'-0" 14 ROOF MOUNTED GUARD 1 1/2" = 1'-0" 11 EXTERIOR STAIR RAILING ATTACHMENT 3" = 1'-0" 8 14A
LEVEL 1 F.F.
0"
4" x 4" HSS POST

FULLY WELDED

GROUND SMOOTH

HSS COLUMN AT

EXTERIOR PAVEMENT,

REFER TO STRUCTURAL
6/S-4.1
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x1/4", 6" HEIGHT
STEEL ANGLE WITH 3/8"

STEEL THROUGH BOLTS
2" x 8" WOOD JOIST
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x1/4", 6" HEIGHT
STEEL ANGLE WITH 3/8"

STEEL THROUGH BOLTS
2" X 8" HSS BEAM

FULLY WELDED

GROUND SMOOTH
4" x 4" HSS POST

FULLY WELDED

GROUND SMOOTH
2" x 8" WOOD JOIST
4" x 4" HSS POST

FULLY WELDED

GROUND SMOOTH
3/8" PLATE
GROUT
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x1/4", 6" HEIGHT
STEEL ANGLE WITH 3/8"

STEEL THROUGH BOLTS
4" x 4" HSS POST

FULLY WELDED

GROUND SMOOTH
2" x 8" WOOD JOIST
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x1/4", 6" HEIGHT
STEEL ANGLE WITH 3/8"

STEEL THROUGH BOLTS
4" x 4" HSS POST

FULLY WELDED

GROUND SMOOTH
2" x 8" WOOD JOIST
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x 3/8" MOUNTING
PLATE, 10" HEIGHT
2" x 2" x 3/8", 10" HEIGHT

MOUNTING PLATE
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" X 8" HSS BEAM

FULLY WELDED

GROUND SMOOTH
10" TALL ALUMINUM LETTER

SIGNAGE, ATTACHMENT

PER MANUFACTURER
4" x 4" HSS POST FULLY WELDED

GROUND SMOOTH, REFER TO

STRUCTURAL
2" CMU CAP NOTCHED AND

GROUTED AROUND HSS WITH

NONSHRINK GROUT
10"X8"X16" CMU WALL, SEE

LANDSCAPE

STEEL ANGLE FRAMED WIRE MESH

SCREEN PANEL

HSS CONTINUES THROUGH CMU

WALL, SEE STRUCTURAL FOR BASE

ATTACHMENT
15 A64.2
4" x 10" HSS BEAM

FULLY WELDED

GROUND SMOOTH
2" x 2" x1/4", 6" HEIGHT
STEEL ANGLE WITH 3/8"

STEEL THROUGH BOLTS
2" x 8" WOOD JOIST
2" x 10" x 3/8",

MOUNTING PLATE
12 A64.2
2"
3 1/2"
10" 4" 1' - 8" 4" 1' - 8" 4" 10"
6' - 0"
1"

SEE ENLARGED PLAN
WIDTH DETERMINED BY POST SPACING 1"

STEEL ANGLE FRAME
2"X2" SS WIRE MESH

SCREENING, CENTERED

AND SQUARED IN FRAME
1" X 2" X 4" HIGH HSS
MOUNTING SPACER, 3
PER SIDE.
4"X4" HSS POST
2" CMU CAP

CMU WALL
A64.2
9 4" x 4" HSS, DRILL AND TAP FOR
1/4" SCREWS
1" x 2" x4" TALL HSS MOUNTING
BLOCK W/ (2) 3/8" HOLES DRILLED
THROUGH FOR 1/4" BOLTS
1-1/2" x 1-1/2" STEEL ANGLE FRAME
WELDED TO 2" x 2" ANGLE FRAME

WITH BOLTED CONNECTION THRU
1"X2" SPACER INTO HSS POST
2" x 2" SS WIRE MESH
2"x2"x1/4" STEEL ANGLE FRAME

FULLY WELDED
1/4" x 2" MOUNTING SCREW
NOTE:

ALL STEEL TO BE GALVANIZED,
PRIMED AND PAINTED.
4"x4"x3/8" TUBE STEEL POSTS @ EA.

JAMB W/ 1/2" THICK STEEL PLATE @
TOP
STL. HINGES WELDED TO JAMB
2"x2" SS WIRE MESH INFIL PANEL
1-1/2"x1-1/2"x1/4" ANGLE INNER
FRAME FULLY WELDED TO 2"x2"

OUTER ANGLE FRAME

FULLY WELDED FRAME
STEEL ANGLE- 2"X2"X1/4"
NOTES:

1. ALL GATE MATERIALS AND POSTS SHALL
BE GALVANIZED.

2. ANY EXPOSED ANCHOR HARDWARS TO

BE STAINLESS STEEL OR HAVE AN EXPOXY

PAINT COATING
1/4" STEEL SHIM EQUAL HEIGHT TO
HINGE
1/4"
1/4" ALUMINUM LETTERS
WITH 1" STANDOFFS,
MAX. WEIGHT
20 LBS MAX.

THREADED STUDS THROUGH

PRE-DRILLED WALL HOLES -

SECURE WITH

CONSTRUCTION GRADE

ADHESIVE FOR METAL, PER
SIGNAGE MANUF.
(4) 3/8" DIA. x 6" PIN

MOUNTING HARDWARE PER
LETTER
P
E
R
ELE
V
A
TIO
N
LE
T
T
E
R
H
EIG
H
T

SEAL ALL PENETRATIONS

WITH SILICONE SEALANT,
TYP.

NOTE:

DO NOT PENETRATE JOINERY.

LOCATE PENETRATIONS

ACCORDINGLY
C.M.U. WALL PER PLAN
1/4"
1/4" ALUMINUM LETTERS
WITH 1" STANDOFFS,
MAX. WEIGHT
20 LBS MAX.

THREADED STUDS THROUGH

PRE-DRILLED WALL HOLES -

SECURE WITH

CONSTRUCTION GRADE

ADHESIVE FOR METAL, PER
SIGNAGE MANUF.
(4) 3/8" DIA. x 6" PIN

MOUNTING HARDWARE PER
LETTER

SEAL ALL PENETRATIONS

WITH SILICONE SEALANT,
TYP.

NOTE:

DO NOT PENETRATE JOINERY.

LOCATE PENETRATIONS

ACCORDINGLY

METAL STUD FRAMING
6" x 16 GA. CONT. BACKING
TRACK W/ (3)#10 SMS EACH
STUD PER DETAIL 4 / S1.7

VAPOR BARRIER TRANSITION

STRIP - ADHERED TO VERTICAL

WATERPROOFING
O.H. SIM.

WATERPROOFING

SYSTEM PER

REFERENCED DETAILS

CONCRETE SLAB AND ELEVATOR
PIT PER STRUCT. DWGS.

CONT. WATER

STOP, TYP AT

COLD JOINTS
CONT. WATER STOP, TYP. @

COLD JOINTS
ELEV. PIT

UNDERSLAB MEMBRANE
A64.2
18 A64.2
17 BITUTHENE 4000 WATERPROOFING SYSTEM
BITUTHENE 4000 WATERPROOFING SYSTEM
PROCOR
6" LAP
4" LAP

HYDRODUCT DRAINAGE COMPOSITE
CONT. LIQUID MEMBRANE BUILT UP CANT
CONT. PREPRUFE TAPE
PROCOR
CONT. VAPOR BARRIER
3" MIN. LAP
WATER STOP, TYP. @

COLD JOINTS

HYDRODUCT DRAINAGE COMPOSITE
PROCOR
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AP/EC 05/25/2022
NC 06/20/23
DB 06/29/23
JAN. 31, 2025
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
C:\Users\dbrown\Documents\Gardena_Community Pool and Senior [email protected]/12/2023 10:31:28 AM TRELLIS, FENCE AND MISC. DETAILS
A64.2
80 TRELLIS COLUMN BASE 3" = 1'-0" 1
TRELLIS BEAM AND JOIST DETAIL 3" = 1'-0" 2
TRELLIS EDGE BEAM DETAIL 3" = 1'-0" 3
TRELLIS COLUMN BASE AT CMU WALL 3" = 1'-0" 4
TRELLIS COLUMN BASE AT CMU WAL 3" = 1'-0" 5
TRELLIS COLUMN AND BEAM DETAIL 3" = 1'-0" 6
TRELLIS CONNECTION AT CMU HEAD 3" = 1'-0" 7
ALUMINUM LETTER DETAIL 3" = 1'-0" 8
TRELLIS COLUMN AT LOW CMU WALL 3" = 1'-0" 9
TRELLIS CONNECTION AT CMU WALL 3" = 1'-0" 10
MESH INFILL PANEL 1" = 1'-0" 15
MESH PANEL CONNECTION DETAIL 3" = 1'-0" 12
MESH PANEL GATE 3" = 1'-0" 11
CMU WALL MOUNTED SIGNAGE 3" = 1'-0" 13
FASCIA MOUNTED SIGNAGE 3" = 1'-0" 14
ELEVATOR PIT WATERPROOFING 3/4" = 1'-0" 16
FOOTING TOE AT PIT WALL 3/4" = 1'-0" 17
SLAB EDGE AT PIT TOP EDGE 3/4" = 1'-0" 18
3/8" HILTI KWIK HUS-EZ W/
2-1/8" MIN EMBED PER
ESR-3027 TYP. (4) TOTAL

BASEPLATE ANCHORING
A A
A
3/8" HILTI KWIK HUSEZ W/ 2-1/8" MIN

EMBED PER
ESR-3027 TYP. (4)
TOTAL

BASEPLATE ANCHORING
A A
A
A A
48" MIN.
1" 2' - 0" MIN.
18" H
T.

SECTION B

FINISH FACE OF WALL
NOTE: SIMILAR FOR URINAL
SCREEN

FINISH FLOOR
TYP. ATTACHMENT
A

SECTION
B

BRACKET
W 3/8" Ø AB MIN.
(STAINLESS STEEL

HILTI KB TZ ANCHOR
ICC ESR#1917) 2" MIN.

EMBEDMENT, TYP.

CONCRETE FLOOR

TOILET PARTITION

SYSTEM REFER TO

SPECIFICATIONS -

ANCHOR TO FOOR AND
WALLS PER MFG.

RECOMMENDATIONS
(E) WOOD OR METAL

STUD WALL, OPEN UP

AS NECESSARY TO ADD

BLOCKING
6" x 16GA MTL STUD

BACKING ANCHORED TO
(3) STUDS MIN. W/ (3) #10
SMS EA STUD. NOTCH
TRACK @ STUD.

WOOD STUD:

PROVIDE (2) #12x3"

WOOD SCREWS MIN PER

BRACKET
MTL. STUD:

PROVIDE(2) #12 SMS PER
BRACKET AT MTL. STUD
WALLS.

FINISH CEILING

STAINLESS STEEL
ESCUTCHEON 9"
6' - 0" S
T
D.

STD.
3' - 0"
STD.
3' - 0"
STD. PLAN CONFIGURATION
C

REFER TO ENLARGED PLANS FOR

SPECIFIC CONFIGURATIONS/LAYOUTS
B

ALUMINUM HEADRAIL

ATTACHED TO WALL BOTH

DIRECTIONS

REFER TO TOILET PARTITION WALL
ATTACHMENT DETAIL 12
A65.1

WALL FRAMING PER PLANS

TILE BACKER PER

WALL TYPE
TILE

TOILET OR URINAL PARTITION

PER SPECIFICATION SECTION
10 21 20

TWO EAR ANCHOR BRACKET

PER MANUFACTURE
S/S STEP BOLT 1/2" LONG

W/ S/S BARREL NUT
NOTE: FOR BOTTOM
ATTACHMENT SEE DET.
15 A65.1

TORX HEAD CROME

PLATED SHEET METAL
SCREWS #10x2 1/2"
6" x 16 GA. CONT. BACKING TRACK W/
(3)#10 SMS EACH STUD PER DETAIL 4
/ S1.7
1/2"
(3)#10 SMS EACH STUD PER DETAIL 4
/ S1.7

FIRE EXTINGUISHER CABINET,

SECURE PER MANUFACTURER'S

SPECIFICATIONS

STEEL STUDS PER WALL TYPE AND

STRUCTURAL DRAWINGS
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
R
O
U
G
H
O
P
E
NIN
G
4" MAX.PROJECTION FROM WALL
5/8" TYPE 'X' GYPSUM BOARD, TYP.

SEE WALL TYPES FOR MORE

INFORMATION

WHERE WIDTH OF RECESS

EXCEEDS CLEAR DIMENSION BETWEEN

STUDS, PROVIDE BOXED HEADER

FRAMING AND DOUBLE JAMB STUDS

OPERABLE PART
40" MAX. A.F.F.

NOTE:

1. A CLEAR FLOOR SPACE OF 30" X 48" MIN. SHALL BE PROVIDED FOR EITHER FORWARD OT PARALLEL APPROACH TO THE ELEMENT.

2. OPERABLE PART SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING , PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX.

SECTION
O
P
E
R
A
BLE
P
A
R
T
40" M
AX. T
O
SEMIRECESSED
27" M
A
X.

SURFACE

MOUNTED

SURFACE MOUNTED CABINETS THAT
PROTRUDE 4" OR MORE INTO AN

ACCESSIBLE PATH OF TRAVEL TO

HAVE LEADING EDGE NO MORE THAN
27" A.F.F. PER CBC 11B-307.2

LEADING EDGE

SEE DETAIL FOR SEMI

RECESSED CABINET DETAIL
O
P
E
R
A
BLE
P
A
R
T
40" M
AX. T
O
6 / A65.1
H
A
N
DLE
O
F
B
O
T
TLE
48" M
AX. T
O
H
A
N
DLE
O
F
B
O
T
TLE
48" M
AX. T
O
16" BASE, SEE DETAILS

PHENOLIC VERTICAL PANEL BY
LOCKER MANUF.
@ MTL. STUD WALL
@ CMU WALL
PROVIDE SHELF @ ADA
ACCESSIBLE LOCKERS , SEE A45.1

ENLARGED LOCKER ROOM FOR

LOCATION
15" MIN. A.F.F.

NOTE: HANDLE, COAT HOOK AND

LOCK ELEMENTS SHALL BE
ACCESSIBLE, @48" MAX. A.F.F.

ISA SYMBOL @ ADA ACCESSIBLE

LOCKERS
PER DET. 10/GEN-5
2 / A65.1
5 / A65.1

PROVIDE FILLER STRIPS FOR
RECESSED LOCKERS AS REQUIRED.

INSTALL PER MANUF. INSTRUCTIONS

PROVIDE FINISHED PANELS ON
EXPOSED SIDES OF LOCKERS. INSTALL
PER MANUF. INSTRUCTIONS
2 / A65.1
5 / A65.1
1' - 6" 1' - 6" 1' - 6" 1' - 6"
6' - 0" 1' - 4"
1' - 0" 1' - 0" 1' - 0" 1' - 0"
1' - 0"

PHENOLIC LOCKERS FULLY ASSEMBLED

W/ PULL HANDLES AND PADLOCK EYES

ONLY AT ACCESSIBLE LOCKERS PROVIDE

ADA COMPLIANT LOCKS PER SPECS
LOCKER ATTACHED TO CURB WITH (2)

TAPCON SCREWS, ONE ON EACHSIDE
OF THE LOCKER BASE. PREDRILL

LOCKER PRIOR TO FASTENING SCREW

CONCRETE SLAB

CONCRETE CURB

PHENOLIC SHELVES
PER MANUF. SPEC'S.

ATTACHMENT TO CONNECT ADJACENT
LOCKER WITH MANUF. SUPPLIED

FASTENERS
NOTE:

PROVIDE SHELF @ ADA ACCESSIBLE
LOCKERS SEE SHEET A21.1 AND A41.2
FOR LOCATION.

NOTE:

HANDLES AND LOCKS ON THE ACCESSIBLE LOCKERS

SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING
OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE 5 POUNDS MAX.
15" MIN.

COAT-HOOK
48" MAX.

C.M.U. WALL
LOCKER ATTACHED TO MTL. STD. WA
WITH 3/8" Ø SIMPSON TITEN HD SCREW
ANCHORS 2-3/4" EMBED, 4" MIN. EDGE
DISTANCE, EVERY 36" O.C. (PER ICC ESR
1056). PREDRILL LOCKER BACK PANEL

PRIOR TO FASTENING
MANUF. SUPPLIED PHENOLIC PANEL
ATTACHED TO Z-GIRTS WITH MANUF.

SUPPLIED FASTENERS. Z-GIRTS

ATTACHED TO LOCKER AND CEILING
WITH 1-1/2" ANGLE CLIPS.

THIN SET TILE FACE, SEE ELEV'S AND

FINISH SCHEDULE FOR ADD'L INFO
1 1/2" 1 1/2"
1/2" #10 SMS
1/2" #10 SS

MACHINE SCREW

THRU BOTTOM LEG
OF ANGLE TAB.

PREDRILL TOP

PANEL OF LOCKER

CHALK TRAY
28 GA. PORCELAIN ENAMEL STEEL
ON 1/2" PATICLEBOARD WITH A
.005" ALUMINUM BACKING SHEET
AT STUD WALL:
2" #10 SMS SCREWS @ 16" O.C. TO

METAL STUDS OR BACKING PER
4 / S1.7
AT CMU WALL:
3/16" DIA. DEWALT ULTRACON+ SCREW
W/1 -1/2" EMBED @16" O.C. (ICC
ESR-3196)
1" MAPRAIL WITH COLORED

CORK INSERT
3' - 0"
AFF
.
4" MAX.

WALL TYPE

PER PLAN

ANGLE CLIP PER MANUFACTURER
2 3/4"

PLATINUM VISUAL SYSTEM
MODEL 802140800
4' H x 8' W
WEIGHT: 117LBS
45" MIN.
6" x 16 GA. CONT. BACKING TRACK W/
(3)#10 SMS EACH STUD PER DETAIL 4 / S1.7

COORDINATE W/ MOUNTING LOCATION OF CENTER
AV BOX. USED (4) 1/4" SELF TAPPING SCREWS TOP
& BOTOOM. (8)TOTAL

VIDEO DISPLAY MONITOR
CHIEF XSM1U FIXED WALL DISLAY MOUNT, FUSION
X-LARGE MICRO-ADJUSTABLE, 250 LB WEIGHT

CAPACITY OR EQUAL

POWER & DATA/CABLE TV CONNECTIONS TO BE

LOCATED BEHIND THE FLATSCREEN, COORDINATE

WITH ELECTRICA & AV/IT SUBS AND/OR CITY

CABLE TV PROVIDER

TV DISPLAY BRACKET

AND ANCHORAG, PER
DETAIL

METAL STUD BACKING

WALL TYPE PER PLANS

TV DISPLAY SIZE PER PLANS

TV DISPLAY

BRACKET
1 / A65.1

BACK BOX
MAX.
4"
MAX.
4"
3/8" DIA SIMPSON TITEN HD SCREW
ANCHORS WITH 2-3/4" EMBED
@ 24" O.C. (ICC ESR 1056)
ABOVE 6'-8" A.F.F. TV/MONITOR CAN
PROJECT BEYOND 4" FROM FACE OF
WALL
+6'-8" A.F.F.
1' - 0"

PHENOLIC LOCKERS FULLY ASSEMBLED

W/ PULL HANDLES AND PADLOCK EYES

ONLY AT ACCESSIBLE LOCKERS PROVIDE

ADA COMPLIANT LOCKS PER SPECS
LOCKER ATTACHED TO CURB WITH (2)

TAPCON SCREWS, ONE ON EACHSIDE
OF THE LOCKER BASE. PREDRILL

LOCKER PRIOR TO FASTENING SCREW

CONCRETE SLAB

CONCRETE CURB

PHENOLIC SHELVES
PER MANUF. SPEC'S.

ATTACHMENT TO CONNECT ADJACENT
LOCKER WITH MANUF. SUPPLIED

FASTENERS
NOTE:

PROVIDE SHELF @ ADA ACCESSIBLE
LOCKERS SEE SHEET A21.1 AND A41.2
FOR LOCATION.

NOTE:

HANDLES AND LOCKS ON THE ACCESSIBLE LOCKERS

SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING
OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE 5 POUNDS MAX.
15" MIN.

COAT-HOOK
48" MAX.

MTL. STD.

WALL

THIN SET TILE FACE, SEE ELEV'S AND

FINISH SCHEDULE FOR ADD'L INFO
LOCKER ATTACHED TO MTL. STD. WA
WITH (2) S.S. 2" #10 SMS W/ TAMPER

RESISTANT HEADS, ONE ON EACHSIDE
OF THE LOCKER BACK PANEL. PREDRILL
LOCKER PRIOR TO FASTENING SCREW.

ATTACH TO WALL EVERY (3) LOCKER
BAYS MAX.
1 1/2" 1 1/2"
MANUF. SUPPLIED PHENOLIC PANEL
ATTACHED TO Z-GIRTS WITH MANUF.

SUPPLIED FASTENERS. Z-GIRTS

ATTACHED TO LOCKER AND CEILING
WITH 1-1/2" ANGLE CLIPS.
1/2" #10 SMS
1/2" #10 SS

MACHINE SCREW

THRU BOTTOM LEG
OF ANGLE TAB.

PREDRILL TOP

PANEL OF LOCKER
2' - 2"
1' - 4 3/8"
1' - 2 1/8"
9 1/32"
3 15/16"
1' - 1"
3 1/2"
6X 1/4" - 20 STUD MOUNTS FOR

XLERATOR BACK PLATE
2X 13/16" DIA. ELECTRICAL

INLET THROUGH HOLES
1' - 6"
4"
1 13/16"
3 3/8"
1/4"
4X .1495" (#25) DIA.

THROUGH HOLES
10"

XLERATOR HAND DRYER
G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MISCELLANEOUS DETAILS
A65.1
81 BENCH DETAIL 1 : 1 14 ACCESSIBLE BENCH DETAIL 1 : 1 11 TOILET PARTITION BOTTOM ATTACHMENT 6" = 1'-0" 15 TOILET PARTITION WALL ATTACHMENT 3" = 1'-0" 12 TOILET PARTITION OVERHEAD BRACED 1" = 1'-0" 9 SEMI RECESSED F.E. CABINET 3" = 1'-0" 6 FIRE EXTINGUISHER CABINET 3/8" = 1'-0" 3 LOCKER ELEVATION 3/4" = 1'-0" 8 LOCKERS @ CMU 3/4" = 1'-0" 2 MARKERBOARD ANCHORAGE 6" = 1'-0" 10 WALL MOUNTED TV DISPLAY 1 1/2" = 1'-0" 7 TYPICAL LCD/LED DISPLAY MOUNTING AND BACK BOX 1 1/2" = 1'-0" 1 LOCKERS @ MTL STUD 3/4" = 1'-0" 5
RECESSED HAND DRYER 1 1/2" = 1'-0" 13

ALL CASEWORK UNITS W/ SINKS SHALL BE
ACCESSIBLE PER THIS DETAIL.
48" LONG X 30" WIDE CLEAR FLOOR SPACE

FOR FRONT WHEELCHAIR APPROACH
MIN. 30" WIDE REQUIRED CLEAR

KNEE SPACE (HATCHED AREA)

FINISHED FLOORING TO

EXTEND UNDER CABINET TO BACK
WALL.

INSULATE HOT WATER SUPPLY, COLD
WATER SUPPLY & DRAIN, TYP. THERE

SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER SINK [2019 CBC
11B]

FAUCET AND SINK PER PLUMBING

COUNTERTOP AS SCHEDULED ON

FINISH PLAN

CABINET WITH INSIDE FACE

FINISHED TO MATCH CABINET FACE
FINISH
MIN.
9"
MIN.
2' - 3"
M
AX.
2' - 10"
MIN.
6"
MIN.
13"
6 1/2" +/-

LAMINATE CLAD PANEL ATTACHED

VIA REMOVABLE SCREWS TO
CLEATS

TOE CLEARANCE
19" MIN. - 24" MAX.

A
A
SIM.

B
C
A REFER DET. 7/-
B REFER DET. 6/-
C REFER DET. 5/-
D
D REFER DET. 4/- (NOT APPLICABLE AT ACCESSIBLE BASE CABINET) D

1. CASEWORK SHALL COMPLY W/ THE REQUIREMENTS OF THE WOODWORK INSTITUTE.

2. ALL CABINET DIMENSIONS INDICATED ARE NOMINAL OUTSIDE DIMENSIONS.

3. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE ADJACENT TO WALLS.

4. ALL FILLER STRIPS AT TALL AND WALL CABINETS TO HAVE TOP AND BOTTOM RETURNS.

5. ALL PLAN DIMENSIONS OF CASEWORK ARE CABINET DIMENSIONS ONLY AND DO NOT INCLUDE TOPS.

6. PROVIDE FINISHED END PANELS FOR SUPPORT OF COUNTERTOPS AT UNDERCOUNTER EQUIPMENT OR KNEE SPACES WHERE THERE IS NO ADJACENT WALL OR CABINET THAT CAN BE USE FOR SUPPORT.

7. FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS.

8. ALL UNITS, INCLUDING OPEN UNITS, SHALL HAVE CASEWORK MANUFACTURER'S STANDARD CABINET LINER UNLESS OTHERWISE NOTED.

9. ALL TOE SPACES SHALL BE 4" IN HEIGHT AND 3" IN DEPTH AND SHALL RETURN TO WALL WHERE ENDS OF CABINETS ARE EXPOSED.

10. ALL SHELVING SHALL BE ADJUSTABLE UNLESS OTHERWISE NOTED.

11. ALL COUNTERTOPS SHALL BE OF MAXIMUM PRACTICAL LENGTHS REQUIRED TO CONFORM TO OVERALL BASE CABINET DIMENIONS.

12. PROVIDE BACKSPLASH COUNTERTOP RETURN AT ENDS OF COUNTERTOPS WHERE ADJACENT TO WALL OR OTHER FULL HEIGHT CASEWORK.

13. ALL SINKS, SINK TRIM & ELECTRICAL ITEMS SHALL BE FURNISHED BY OTHER THAN THE CASEWORK MANUFACTURER UNLESS OTHERWISE NOTED.

14. ALL OTHER COUNTERTOPS SHALL BE PLASTIC LAMINATE UNLESS OTHERWISE NOTED.

15. ALL W.I. CASEWORK TO BE FACE FRAME MODEL.
2X4 CROSS MEMBERS @ 24" O.C.
2X4 CONT. TREATED WOOD SPACER

RESILIENT BASE

CASEWORK
2X CONT.
10D @ 12" O.C.
#10 X 2 1/4" FH SCREWS AT 16" O.C. AT
4" FROM ENDS.
3/8" DIA. HILTI KB-TZ W/ 2" MIN. EMBED PER
ESR-1917 @ 24" O.C. (4" MAX FROM ENDS)
(2) 2X4 + 1" FILLER TREATED WOOD CROSS
MEMBERS BACK TO WALL @ 24" O.C.
4"

WALL CONSTRUCTION PER WALL TYPE
6" X 1 1/4" X 16GA TRACK CONT. LENGTH OF
CASEWORK, PER DETAIL 4 / S1.7
#14 X 3" FHMS @ 16" O.C., 2" MAX. FROM EA. END,
MIN. 2 PER CABINET - USE TAPCON SCREWS AT CMU
WALL

CASEWORK
1X4 CONT. WOOD SPACER
(2) 2X4 + 1" FILLER TREATED WOOD CROSS
MEMBERS BACK TO WALL @ 24" O.C.
#10 X 2-1/2" CADMIUM PLATED FLATHEAD WD.

SCREWS AT @ 12" O.C. COUNTERSUNK
(2) 2X4 PRESSURE TREATED WOOD SLEEPERS LAID
FLAT
3/8" DIA. HILTI KB-TZ W/ 2" MIN. EMBED PER
ESR-1917 @ 24" O.C. (4" MAX FROM ENDS)
4"

WALL CONSTRUCTION PER WALL TYPE
6" X 1 1/4" X 16GA TRACK CONT. LENGTH OF
CASEWORK, PER DETAIL 4 / S1.7

#14 X 3" FHMS @ 16" O.C., 2" MAX. FROM EA. END,
MIN. 2 PER CABINET - USE TAPCON SCREWS AT CMU
WALLS

CASEWORK
1X4 CONT. WOOD SPACER
#10 X 2-1/2" CADMIUM PLATED FLATHEAD WD.

SCREWS AT @ 12" O.C. COUNTERSUNK

WALL CONSTRUCTION PER WALL TYPE
6" X 1 1/4" X 16 GA METAL LITE FLUSH BACKING
PLATE, PER DETAIL 4 / S1.7
#14 X 3" FHMS @ 12" O.C. FOR WALL-MOUNTED
CABINETS, 2" MAX. FROM EA. END, MIN. 2 PER

CABINET
USE TAPCON SCREWS AT CMU WALLS, TYP.

CASEWORK
1X4 CONT. WOOD SPACER

MOUNTING BOLTS PER

MANUFACTURER
1/8" X 2" X 2" STEEL WASHER TYP.
1/4" GYP. BOARD TO FUR

FLUSH W/ BACKING PLATE
1/4" X 12" X 36" MOUNTING PLATE

BY MANUFACTURER
5/8" GYP. BOARD
NOTE:

SEE SHEET GEN-5 FOR

MOUNTING HEIGHT

REQUIREMENTS
6"

FINISH PER FINISH SCHEDULE
CL
2' - 9"
FACE OF STUD 1/2"
8" X 4" X 1/2" STEEL PLATE W/ (2) 1/2" DIA. REDHEADS INTO SLAB 1/2" STL. BASE PLATE
4" X 3" X 1/2" STEEL ANGLE AT EACH END

OF COUNTER CONCEALED IN WALL
3" X 2" X 5/16" PAINTED STEEL ANGLE

WELDED TO ANGLE AT EACH END
3/16"
1/8"
1/2" DIA. HILTI KB3, TYP. WITH 3 1/2" MIN. EMBED PER ESR 2302 2' - 1"
6"
4 1/2"
4 1/2" TO C/L OF STEEL
4"
2'-10" M
A
X. T
O
T
O
P
O
F
RIM
2' - 9 1/2"

SOLID SURFACE COUNTER TOP
5/8" EXT. GRADE PLYWOOD

STEEL SUPPORT SPAN ANGLE
REMOVABLE 1'-11 3/4" W X 3/4" THICK PLASTIC
LAMINATE PANEL ATTACHED WITH Z CLIPS TO 1X AT

WALLS AND AT INTEMEDIATE SUPPORT LEG WHERE
OCCURS.

PAINTED 16 GA. CONTINUOUS METAL STUD LEDGER
ATTACHED TO CONTINUOUS 16 GA. BACKING IN WALL. OR 2X
CONT. WOOD LEDGER AND BACKING
9"
6"
8"

SUPPORT IN WALL BEYOND, SEE DETAIL
#14 X 3" FHMS OR WS @ 16" O.C., 2" MAX.

FROM EA. END, MIN. 2 PER CABINET
2' - 3"
2' - 5"
2X AT WALL - ATTACH TO WALL WITH #8 SCREWS AT EACH STUD 16 GA. CLIPS X 2" WIDE ATTACH TO 2X WITH #8 SCREW AND TO

PANEL WITH CONCEALED HEAD MACHINE SCREW FASTENER

51.84°
11 A67.1
2' - 6 1/2" 2 1/32"
* FIRE TREATED WOOD
REQUIRED PER CBC 603

FOR WOOD BLOCKING
40" MAX. TO B.O. MIRROR

STEEL ANGLE SUPPORT
36" O.C. +/-

METAL STUD SUPPORTS BELOW

FOR LAMINATE PANEL
A67.1
14 STOP LAMINATE SCREEN
PANEL 1/2" CLEAR OF FINISH

FACE OF WALL
1/2"

WALL TYPES PER PLAN

STEEL ANGLE SUPPORT
A67.1
14 SUPPORT OCCURS AT 3'-0" O.C.
3' - 0" +/-

SOLID SURFACE TOP WITH

EASED EDGE
L2-1/2X2-1/2X1/4

ALL STEEL TO BE

PAINTED WALL COLOR
P-1, SEE FINISH

SCHEDULE
3/4" PLYWOOD
2' - 1 1/2"
2' - 6"
NOTE:

THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES BELOW COUNTER.

SEE DETAIL 3/- FOR ANCHORAGE, TYP.
(3) 3/8" DIA SIMPSON

TITEN HD SCREW
ANCHORS WITH 2-3/4"
EMBED (ICC ESR 1056)

RUBBER BASE
5/8" PLYWOOD
(4) 1/2" DIA. HILTI KB TZ W/ 2 1/2"
EMBED (STAGGERED) (ESR-1917)
L6X6X1/4X0'-4" LONG (EA. SIDE OF HSS)
HSS 4X2X1/4 PER PLAN
L2-1/2X2-1/2X1/4 PAINTED.
1" 2" 1"

PLATE DETAIL
1/2" DIA. HILTI KB
TZ
L6X6X61/4
TYP
TYP
3/16
TYP
3/16
.
3/16 3-6
. 2' - 1 1/2"
A
A
1/2"
CONT. SEALANT, TYP.

COVED RUBBER BASE

SOLID SURFACE TOP WITH EASED EDGE

REMOVABLE P/LAM PANEL
DOUG MOCKETT WHITE GROMMET FOR 1 3/4"

DRILLED HOLE
2' - 6"
1" 2" 1"
B PLATE DETAIL @ CORNER
16 GA. METAL TRACK,
16 GA. METAL TRACK,
3 5/8" 20 GA. METAL STUD AT SIDES

OF ACCESS PANELS
NOTE:

THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES BELOW COUNTER.
1 3/8" 3" 1 3/8"
1 3/8" 3" 1 3/8"
5/8" FIBERGLASS REINFORCED GYPSUM

WALLBOARD

HORIZONTAL WALL

MOUNTED WOODEN
SHELVING. WOOD LIKE

LAMINATE TO MATCH
ADJACENT CABINETS.

NOTE:

THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES BELOW COUNTER.
(2) 1/4" DIA. TAPCON

SCREW PER BRACKET W/
2" EMBED (ICC ESR 1671)
(DO NOT PLACE SCREW
@ SCREW HOLE IN THE

MIDDLE)
10"X2"X10" HIDDEN

COUNTERTOP BRACKET
SPACED @ 24" O.C. AND
6" FROM ENDS. PAINTED

TO MATCH WALL
4" MIN.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

A67.1
82 ACCESSIBLE CASEWORK 1 1/2" = 1'-0" 2
TYPICAL ANCHORAGE 1/2" = 1'-0" 3
BASE ANCHORAGE @ FRONT 3" = 1'-0" 4 CASEWORK NOTES
BASE ANCHORAGE @ WALL 3" = 1'-0" 5
MID ANCHORAGE @ WALL 3" = 1'-0" 6
TYP. ANCHORAGE @ WALL 3" = 1'-0" 7
LAV COUNTER SUPPORT 1 1/2" = 1'-0" 14 DRINKING FOUNTAIN ATTACHMENT 1 1/2" = 1'-0" 8 LAVATORY COUNTERTOP 1 1/2" = 1'-0" 10
LAVATORY SUPPORT LAYOUT 1" = 1'-0" 11
COUNTER AT CMU 1 1/2" = 1'-0" 12
RECEPTION COUNTER (WORKSTATION) 1 1/2" = 1'-0" 15
SHELF AT CMU 1 1/2" = 1'-0" 9

TILE PER FINISH SCHEDULE

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
PER TCA METHOD W244-05

BOND COAT

CEMENTITIOUS BACKER UNIT

STAINLESS STEEL SCHLUTER

RONDEC OUTSIDE CORNER

EPOXY FLOOR SEALANT

COLD APPLIED,

REINFORCED, LIQUID

WATERPROOF MEMBRANE,

EXTEND OVER EDGE OF

RECESSED CURB AND

INTO DRAIN FLANGE

2.0 % MAX. SLOPE
STRUCT. CONCRETE
EXTEND LINER MEMBRANE 3" MIN. ABOVE HT. OF FINISH

CURB AT SURROUND WALLS

TOPPING SLAB O/ CLEAVAGE MEMBRANE

SHOWER DRAIN, PER

PLUMBING DRAWINGS

CENTERLINE OF DRAIN

TOPPING SLAB O/ CLEAVAGE MEMBRANE

DRAIN OPENING
1/4" MAX.

MAX. HEIGHT OF FLOOR CONC AT THE SHOWER

AREA TO BE EQUAL AND ALIGN WITH RAISED
FLOOR

EXTEND WATERPROOF MEMBRANE UP
TOPPING SLAB COLD JOINT.

TOPPING SLAB COLD JOINT AT SHOWER VESTIBULE, SEE
PLAN FOR LOCATION. TOOL EDGES OF JOINT FOR

SMOOTH TRANSITION

SEAT IN

FOLDED UP

POSITION

SEAT WALL

SIDE WALL

BACK WALL

FIXED SHOWERHEAD

GRAB BAR REINFORCEMENT

MAX SLOPE OF SHOWER FLOOR
TO BE 1/2"/FT SLOPED TO DRAIN
2' - 6" MIN 5' - 0" MIN 2' - 6" MIN.

SINGLE LEVER
CONTROLS. ON/OFF

AND DIVERTER
17" - 19"
39" - 41"
T
O
B
O
T
T
O
M
O
F
S
H
O
W
E
R
H
E
A
D
A
F
F
6' - 4"
60" FLEX HOSE
6" MAX.
17" to 19"
3"

SIDE WALL
19" MIN, 27" MAX.
27" MAX., 19" MIN.
1' - 4"
40" GRAB BAR
A67.2
2 3
A67.2
3 A67.2
3 A67.2

TILE FINISH PER

FINISH PLAN

TILE FINISH PER

FINISH PLAN
2' - 0"
2" 3' - 6"
MAX. TO TOP OF CONTROL
4' - 0"
6" MAX.

ALIGN

TILE PER FINISH SCHEDULE

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
SHOWER
PER TCA METHOD B415-05

BOND COAT

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE, EXTEND

INTO DRAIN FLANGE

CEMENTITIOUS BACKER UNIT

CENTERLINE OF DRAIN
F.F.E
CURB
3"

WALL TYPE PER PLAN

INSULATION, TYPICAL
5/8" GYPSUM BOARD

METAL STUD SILL TRACK PER

STRUCTURAL DRAWINGS

TILE BACKERBOARD, SEE SPECS

LATEX PORTLAND CEMENT MORTAR BOND COAT

CERAMIC WALL TILE
BOTTOM TRACK ATTACHMENT PER 8/S1.7
CONC. SLAB PER PLANS

COVE BASE
6"

FINISH PER PLANS

WALL TYPE PER PLAN

CMU WALL

TILE BACKERBOARD, SEE SPECS

LATEX PORTLAND CEMENT MORTAR BOND COAT

CERAMIC WALL TILE
CONC. SLAB PER PLANS

COVE BASE

FINISH PER PLANS

WALL TYPE PER PLAN

BATT INSULATION

WHERE REQUIRED

TILE BACKERBOARD, SEE SPECS

LATEX PORTLAND CEMENT

MORTAR BOND COAT

CERAMIC WALL TILE

BOTTOM TRACK ATTACHMENT
PER 8/S1.7

STUD SIZE STUD SIZE
CONC. SLAB PER PLANS

COVE BASE
5 15/16"

FINISH PER PLANS

TILE PER FINISH SCHEDULE

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
PER TCA METHOD W244-05

BOND COAT

CEMENTITIOUS BACKER UNIT

STAINLESS STEEL SCHLUTER

RONDEC OUTSIDE CORNER

TILE PER FINISH SCHEDULE

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
PER TCA METHOD W244-05

BOND COAT

CEMENTITIOUS BACKER UNIT

STAINLESS STEEL SCHLUTER

RONDEC OUTSIDE CORNER

WALL ASSEMBLY SEE SHEET
A61.2

STUCCO O/ WRB
6" MIN. CONT. STRIP HIGH TEMP

SELF ADHERED MEMBRANE
12" MIN. CONT. STRIP HIGH

TEMP SELF ADHERED

MEMBRANE
CONT. GALV. WEEP SCREED
W
H
E
R
E
O
C
C
U
R
S
2" MIN. T
O
P
A
VIN
G
W
H
E
R
E
O
C
C
U
R
S
4" MIN. T
O
E
A
R
T
H
4" 8" 4" 4' - 8"
6' - 0"
TILE GROUT. ALL GROUT TO BE:

CUSTOM BRAND "BLEACHED WOOD"
4X12 ACCENT TILE STRIPE.

DALTILE "1049 OCEAN BLUE"
4X12 FIELD TILE, STACK BOND.

DALTILE "0709 MATTE
ARCHITECTURAL GRAY"
4x12 TILE COVE BASE.

DALTILE "0709 MATTE
ARCHITECTURAL GRAY"

FOR ADDITIONAL INFORMATION
SEE DETAILS:

NOTE: REFER TO FINSH SCHEDULE

FOR ADDITIONAL INFORMATION
7 A67.2
8 A67.2
3 A67.2
10 A67.2

TILE PER FINISH SCHEDULE

COLD APPLIED, REINFORCED, LIQUID

WATERPROOF MEMBRANE
PER TCA METHOD W244-05

BOND COAT

CEMENTITIOUS BACKER UNIT

STAINLESS STEEL SCHLUTER

RONDEC OUTSIDE CORNER

PAINTABLE CAULKING
J-BEAD
PAINT O/ GYP. BD.

G
ARDENA
C
O
M
MUNIT
Y
A

QUATICS AND SENIOR CENTER -
CIT

Y SUBMITTAL SET

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM ENT OF PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

TILE DETAILS
A67.2
83 TILED WALL CORNER 6" = 1'-0" 6
CURBLESS SHOWER EDGE @ ACCESSIBLE SHWRS. 3" = 1'-0" 2
ACCESSIBLE SHOWER INTERIOR ELEVATIONS 1/2" = 1'-0" 1
SHOWER TILE BASE 3" = 1'-0" 3
TILE WALL BOTTOM TRACK 3" = 1'-0" 8
TILE WALL BASE AT CMU 3" = 1'-0" 10 PLUMBING WALL BOTTOM TRACK 3" = 1'-0" 7 TILED INSIDE CORNER WALL 6" = 1'-0" 11
EXTERIOR TYP. SCREED 6" = 1'-0" 15 TILED WALL END 6" = 1'-0" 12 TILE PATTERN DETAIL 3/4" = 1'-0" 9 TILE TERMINATION ON OUTSIDE CORNER 6" = 1'-0" 14

1. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.

WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE

CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS

OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION.

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC

DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE

OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR STRUCTURAL ENGINEER OF RECORD (SEOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR

OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE

CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF

THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES

NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT
PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT

ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL

DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS

AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL

ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE SEOR

SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL DOCUMENTS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE

OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, SEOR, AND THE OWNER DO NOT

ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).

9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE

STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.

10. REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS AND SUBMITTALS.

GENERAL NOTES:

1. CODES:

ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA
BUILDING CODE (CBC) 2019 EDITION, INCLUDING ALL AMENDMENTS.

ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED

BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.

2. DESIGN LIVE LOAD

3. WIND DESIGN INFORMATION

4. SEISMIC DESIGN INFORMATION

5. RAIN INTENSITY
(PER NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES) PRIMARY DRAINAGE: 60 MIN DURATION/100YR RETURN PERIOD: 1.50 IN /HOUR SECONDARY DRAINAGE: 15 MIN DURATION/100YR RETURN PERIOD: 3.09 IN /HOUR STRUCTURAL DESIGN CRITERIA:

RISK CATEGORY = III Kz = 0.98 Kd =0.85 Kzt = 1.0
BASIC WIND SPEED Vfm = 94 MPH (3 SEC GUST) EXPOSURE = C INTERNAL PRESSURE COEFF. = +/- 0.18
I = 1.25 RISK CATEGORY = III SITE CLASS = D
SS = 1.795 S1 = 0.636 SDS = 1.196 SD1 = 1.196
SEISMIC DESIGN CATEGORY = D
ANALYSIS PROCEDURE = EQUIV. LATERAL FORCE PROCEDURE OR

LINEAR DYNAMIC PROCEDURE (RESPONSE SPECTRUM)
LOAD
ROOF
FLOOR
20 PSF
80 PSF
SLRS : A7: SPECIAL REINF. MASONRY SHEAR WALLS
Rho = 1.3 R = 5 Cd = 3.5 Ω = 2.5 Cs = 0.30 BUILDING
SLRS : G2: SPECIAL STEEL CANTILEVER COLUMN
Rho = 1.0 R = 2.5 Cd = 2.5 Ω = 1.25 Cs = 0.6 CANOPY

1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS

OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY

RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

EXISTING UNDERGROUND UTILITY NOTES:

1. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN

LATERAL-FORCE-RESISTING SYSTEM, DESIGNATED ON PLANS SHALL

SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING

OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF
RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:

A. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS.

B. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.

C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS.

D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

CONTRACTOR RESPONSIBILITY NOTE:

SHEET LIST

TYPICAL ABBREVIATIONS
A.B. ANCHOR BOLT

INT INTERIOR

ABV ABOVE

ADDT'L ADDITIONAL

KLF KIPS PER LINEAR FOOT

ADJ ADJACENT

KSL KIPS PER SQUARE FOOT
A.F.F. ABOVE FINISH FLOOR

KSI KIPS PER SQUARE INCH

ALT ALTERNATE

L ANGLE

ARCH ARCHITECT(URAL)
LFRS

LATERAL FORCE

BLDG BUILDING

RESISTING SYSTEM

BLK'G BLOCKING

LLH LONG LEG HORIZONTAL

BLW BELOW

LLV LONG LEG VERTICAL

BM BEAM LP LOW POINT

BN BOUNDARY NAILING LWC LIGHTWEIGHT CONCRETE
B.O. BOTTOM OF MAX MAXIMUM
BOT BOTTOM M.B. MACHINE BOLT

BRG BEARING MECH MECHANICAL
B.S. BOTH SIDES MFR MANUFACTURER

BTWN BETWEEN MIN MINIMUM
C

CAMBER OR MTL METAL
C.I.P. CAST IN PLACE
(N) NEW
CJ

CONTROL/ NS NEAR SIDE OR NON-SHRINK

CONSTRUCTION JOINT NTS NOT TO SCALE

CL CENTERLINE NWC NORMAL WEIGHT CONCRETE

CLR CLEAR
CMU CONCRETE MASONRY UNIT O.C. ON CENTER
COL COLUMN O.F. OUTSIDE FACE

CONC CONCRETE OH OPPOSITE HAND
OPM

CONN CONNECTION OSHPD PRE APPROVAL OF

PDF POWDER DRIVEN FASTENER

CONT CONTINUOUS

PJ PANEL JOIST

CP COMPLETE PENETRATION

PL PLATE

CSK COUNTERSINK

PLC(S) PLACE(S)

CTR(D) CENTER(ED)

PLF POUND PER LINEAR FOOT

DB BAR OR BOLT DIAMETER

PLYWD PLYWOOD

DBL DOUBLE

PREFAB PREFABRICATED

DC DEMAND CRITICAL

PSF POUND PER SQUARE FOOT

DEMO DEMOLITION

PSI POUND PER SQUARE INCH

DET DETAIL
PT

PRESSURE TREATED OR

DIA DIAMETER

POST TENSION

DIAG DIAGONAL

QTY QUNATITY

DIM DIMENSION

RAD, R RADIUS

DO DITTO

REF REFERENCE

DWG DRAWING

REINF REINFORCING
(E) EXISITNG

REQ'D REQUIRED

EA EACH

SB SILL BOLT
E.F. EACH FACE

SC SAW CUT OR SLIP CRITICAL

EJ EXPANSION JOIST

SCHED SCHEDULE

EMBED EMBEDMENT
SEOR

STRUCTURAL ENGINEER

ELEC ELECTRICAL

ON RECORD

ELEV ELEVATION

SHT'G SHEATHING

EN EDGE NAILING

SIM SIMILAR
E.O. EDGE OF
SLRS

SEISMIC LOAD

EOR ENGINEER OF RECORD

RESISTING SYSTEM

EQ EQUAL

SMS SHEET METAL SCREW

EQUIP EQUIPMENT

SN SILL NAIL
E.S. EACH SIDE/ EDGE SCREW
S.O.G. SLAB ON GRADE
E.W. EACH WAY

SQ SQUARE

EXP EXPANSION

SS STAINLESS STEEL

EXT EXTERIOR

STD STANDARD

FIN FINISH
STAGG. STAGGERED

FLR FLOOR

SITFF STIFFENER

FN FIELD NAILING

STL STEEL

FND FOUNDATION

STRUCT STRUCTURAL
F.O. FACE OF

T&B TOP AND BOTTOM

FS FAR SIDE OR FIELD SCREW

THK THICK

FRM'G FRAMING
T.O. TOP OF

FT FOOT OR FEET
T.O.M. TOP OF MASONRY

FTG FOOTING
T.O.S. TOP OF STEEL

G GIRDER

TYP TYPICAL

GA GAUGE
U.N.O. UNLESS NOTED OTHERWISE

GALV GALVANIZED

VERT VERTICAL
H.A.B. HEADED ANCHOR BOLT

W/ WITH

HD HOLDOWN

W/O WITHOUT

HDR HEADER

WF WIDE FLANGE/WALL FOOTING

HGR HANGER

WLD WELDED

HK HOOK

WO WHERE OCCURS

HORIZ HORIZONTAL

WP WORK POINT

HP HIGH POINT

WT WEIGHT

HS HIGH STRENGTH

WWF WELDED WIRE FABRIC
HSS

HOLLOW STRUCTURAL

SECTION

REFERENCE ELEVATION OR

HT HEIGHT

WORK POINT

IN INCH

PENE PENETRATION

OPN'G OPENING
MANUFACTURER’S

CERTIFICATION
A.T.R. ALL THREADED ROD

LBS POUND
ø DIAMETER

WWM WELDED WIRE MESH

GB GRADE BEAM
LONG. LONGITUDINAL

SF SPREAD FOOTING
TRANS. TRANSVERSE

LLBB LONG LEG BACK TO BACK

JST JOIST

PERF PERFORATED
NOM. NOMINAL
R.O. ROUGH OPENING

OD OUTSIDE DIAMETER

RJ ROOF JOIST

FJ FLOOR JOIST

C-CHANNEL

DIST DISTANCE

1. SEE SOIL REPORT BY:

REPORT NO.: DATED:

SOILS REPORT SHALL BE CONSIDER A PART OF THESE CONSTRUCTION DOCUMENTS.

2. 3. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE.

4. SUBSURFACE SOIL PREPARATION:

A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND
RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.

B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE
OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE DETERMINED DURING GRADING OPERATIONS.

C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.

5. SPREAD FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.

6. FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS . IN ANY CASE,

FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL OR BEDROCK , IN ACCORDANCE WITH THE SOIL REPORT AND DETAILS SHOWN.

7. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING.

8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA

SHALL BE MECHANICALLY COMPACTED IN LAYERS WITH THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING IS NOT PERMITTED.

9. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.

10. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE

SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH.

11. THE DESIGN OF ALL RETAINING WALLS AND SUBTERRANEAN BUILDING WALLS INDICATED ON THESE DRAWINGS IS BASED ON DRAINED SOILS.

12. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE LOCATED ON PLANS AND DETAILS. CJ'S SHALL HAVE FORMED POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION, UNO.

13. SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,

CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS.

14. ALL GRADING, FOUNDATION FOOTINGS, AND DRAINAGE PLANS SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED

LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE

RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN

INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION.

15. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT

FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:

A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT.

B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED.

C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.

D. GENERAL GRADING AND COMPACTION COMPLIES WITH THE
SOILS REPORT.

FOUNDATION AND SLAB ON GRADE NOTES:

ALLOWABLE FTG VERTICAL BEARING PRESSURE
DEAD LOAD + LIVE LOAD = ......................................................................2500 PSF DEAD LOAD + LIVE LOAD + LATERAL LOAD = ......................................3325 PSF FOR BUILDINGS LOCATED WITHIN 5FT OF PROPERTY LINE............1500 PSF ALLOWABLE FTG LATERAL BEARING PRESSURE IS 250 PSF PER FT OF DEPTH ALLOWABLE FTG COEFFICIENT OF FRICTION FOR SLIDING: 0.25

SOUTHERN CALIFORNIA GEOTECHNICAL
21G242-1 11/18/2021

1. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS,

INSTALLATION AND MONITORING OF ALL TEMPORARY SHORING AND BRACING

AS REQUIRED TO SUPPORT EXISTING FRAMING WHERE SUPPORT ELEMENTS (BEAMS, COLUMNS, AND BEARING WALLS) ARE TO BE REMOVED.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).

3. TEMPORARY CUTS SHALL NOT EXCEED SLOPES RECOMMENDED IN THE SOIL

REPORT, NOR THOSE SHOWN ON THE SHORING DRAWINGS FOR
CONSTRUCTION OF FOUNDATIONS.

4. THE INSTALLATION OF SHORING AND EXCAVATIONS SHALL BE PERFORMED

UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER.

5. THE DESIGN OF THE SHORING SYSTEM SHALL BE BASED UPON RECOMMENDATIONS CONTAINED IN THE SOIL REPORT. THE SHORING

CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL DATA THEREIN AND SHALL KEEP A COPY OF THE REPORT AT THE JOB SITE AT ALL TIMES.

6. THE STRUCTURAL ENGINEER RESPONSIBLE FOR THE SHORING DESIGN (HEREAFTER CALLED THE SHORING ENGINEER) SHALL MAKE PERIODIC VISITS

TO THE JOB SITE FOR THE PURPOSE OF OBSERVING THE INSTALLATION OF THE SHORING SYSTEM. OBSERVATIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING:

A. PRIOR TO THE START OF INSTALLATION, MEET WITH THE GEOTECHNICAL

ENGINEER AND SHORING CONTRACTOR TO REVIEW ALL ASPECTS OF THE DESIGN AND INSTALLATION OF THE SHORING.

B. REVIEW OF CONDITIONS AT COMPLETION OF EXCAVATION. THE

CONTRACTOR SHALL NOTIFY THE SHORING ENGINEER AT LEAST
48 HOURS PRIOR TO EACH OF THE ABOVE REQUIRED OBSERVATIONS.

7. CONTROL POINTS SHALL BE ESTABLISHED BY A LICENSED SURVEYOR TO MONITOR ANY HORIZONTAL AND VERTICAL MOVEMENTS OF THE SHORING.

INITIAL READINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, AND

WEEKLY DATA SHALL BE SUBMITTED AS EXCAVATION PROGRESSES AND THROUGHOUT THE CONSTRUCTION PERIOD. ADDITIONAL READINGS SHALL BE

OBTAINED WHEN REQUESTED BY THE BUILDING OFFICIAL, SHORING ENGINEER OR GEOTECHNICAL ENGINEER. IF ANY HORIZONTAL OR VERTICAL MOVEMENT

OCCURS, THE GEOTECHNICAL ENGINEER, THE SHORING ENGINEER AND THE

STRUCTURAL ENGINEER SHALL EVALUATE SUCH MOVEMENT AND

RECOMMEND CORRECTIVE MEASURES, IF NECESSARY BEFORE EXCAVATION IS CONTINUED.

SHORING AND EXCAVATIONS NOTES:

1. REINFORCING GRADES FOR CONCRETE OR MASONRY:

2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (U.N.O.):
(SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.)

PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS.

WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE.

3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE".

EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24" O.C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS.

4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, FOOTINGS, SLABS, ETC., SHALL HAVE A CLASS "B" LAP (1' - 6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5' - 0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED

TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM.

5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO

WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.

6. BEND REINFORCING BARS COLD.

7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.

8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING U.N.O.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE.

10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED WHEN RESTING ON EXPOSED SURFACES.

REINFORCING STEEL NOTES:

ALL BARS EXCEPT THOSE TO BE WELDED

TIES AND STIRRUPS

WELDED WIRE FABRIC

ALL BARS TO BE WELDED

ALL BARS IN THE CONCRETE SHEARWALL

INDICATED ON WALL ELEVATION INCLUDING

SUPPORTING WALL FOOTING LONGITUDINAL

BARS (WF), AND ALL GRADE BEAMS (GB)
ASTM A615, GRADE 60
ASTM A615, GRADE 60
ASTM A1064
ASTM A706, GRADE 60
A706, GRADE 60

CONDITION

CONCRETE POURED AGAINST EARTH

CONCRETE POURED IN FORMS AND

EXPOSED TO WEATHER OR EARTH
-#6 BARS AND LARGER
-#5 BARS AND SMALLER

INTERIOR COLUMNS AND BEAMS

INTERIOR WALL FACES AND RAISED SLABS

STRUCTURAL SLABS ON GRADE
-FROM BOTTOM OF SLAB
-FROM TOP OF SLAB

OTHER CONCRETE NOT EXPOSED TO WEATHER OR
EARTH FOR #11 BARS AND SMALLER
COVER
3"
2"
1 1/2"
1"
1"
2"
1 1/2"
1 1/2"

1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318, 2014 EDITION, AND PROJECT SPECIFICATIONS.

2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR

TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF

CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES.

3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING

THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS

NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE EOR PRIOR TO PLACING ANY CONCRETE.

4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:

a. MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE
110 PCF .
b. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.

5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE

LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM U.N.O.

6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.

7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE SEOR.

8. PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED.

9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F

MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.

10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.

11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.

12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER).

FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO

ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL.

13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE.

14. FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE

FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN

ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE.

15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY SEOR.

16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC.

PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE SEOR.

17. SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,

CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS.

18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER, U.N.O.

19. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE LOCATED ON PLANS AND DETAILS. CJ'S SHALL HAVE FORMED POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION, U.N.O.

STRUCTURAL CONCRETE NOTES:

LOCATION
MIN 28-DAY
COMP

STRENGTH

FOUNDATIONS

STEM WALLS, PILASTER
4000 PSI NWC 1 1/2" 0.45 4" II / V
CONC
TYPEa
MAX
AGGR.

SIZE
MAX
W/C
RATIO
MAX
SLUMPb
CEMENT
TYPE
4000 PSI NWC 1" 0.45 4" II / V
3000 PSI LWC 3/4" 0.45 6" II / V
4000 PSI NWC 1" 0.50 6" II / V

SLAB ON GRADE

FILL OVER METAL DECK

ALL OTHER STRUCTURAL
CONCRETE NO NOTED..

1. MASONRY UNITS SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY PRISM COMPRESSIVE STRENGTHS IN ACCORDANCE WITH THE BUILDING CODE:

2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90 MEDIUM WEIGHT. CLAY BRICK LOCK SHALL CONFORM TO ASTM C652

3. PRISM TEST SHALL BE PERFORMED FOR MASONRY WITH f'm OVER 2000 PSI FOR CBC 2105A.2

4. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE BRACED AT 6' - 8" MAXIMUM TO PREVENT MOVEMENT WHILE GROUTING.

5. HORIZONTAL REINFORCING SHALL BE IN BOND BEAM UNITS AND TIED SECURELY TO VERTICAL REINFORCING.

6. DOWELS, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL BE TIED SECURELY IN PLACE TO PREVENT MOVEMENT WHILE GROUTING. WET SETTING OR STABBING IS NOT ALLOWED.

7. MAXIMUM GROUT LIFTS SHALL NOT EXCEED 8' - 0" AND CLEANOUTS AT THE BOTTOM OF ALL CELLS SHALL BE USED UNLESS THE LIFT IS 4' - 0" OR LESS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING. GROUT FOR EACH POUR SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A BLOCK COURSE EXCEPT AT THE FINAL COURSE. ALL GROUT SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATING IMMEDIATELY AFTER PLACING. SHAKING OR RODDING REBAR IS NOT ALLOWED. FILL ALL CELLS WITH GROUT.

8. BLOCK SHALL BE PLACED IN RUNNING BOND AND SHALL BE 8"x8"x16" NOMINAL UNITS, UNO. WHERE BLOCK IS REQUIRED TO BE PLACED IN STACK BOND (SEE ARCH), OPEN-ENDED UNITS (I.E., "SPEED BLOCK") SHALL BE USED.

9. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SAFETY OF LIFT HEIGHT FOR OPEN ENDED OR FIELD MODIFIED BLOCKS.

10. LAYOUT OF MASONRY BLOCK UNITS SHALL BE RUNNING BOND, U.N.O. BLOCK

MODULES/MORTAR JOINTS SHOWN ON THESE DRAWINGS ARE FOR

PRESENTATION PURPOSES ONLY, AND NOT INTENDED TO SUPERSEDE ARCHITECTURAL DESIGN REQUIREMENTS.

11. WALL REINFORCEMENT SEE PLANS & ELEVATIONS

12. PROVIDE VERTICAL CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLAN.

UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL OCCUR AT 25' - 0" O.C. MAXIMUM ALONG WALL LENGTH, AT FOUNDATION STEPS, FLOOR OR ROOF JOINTS, WALL HEIGHT CHANGES, AND 24" MINIMUM PAST ONE SIDE OF OPENINGS > 6' - 0" WIDE, U.N.O. ON PLANS

13. WHEN THE AMBIENT TEMPERATURE FALLS BELOW 40°F, OR EXCEEDS 100°F, PROVSIONS OF TMS602 / ACI 530 / ASCE6. ARTICLE 1.8C OR ARTICLE 1.8D SHALL BE IMPLEMENTED.

MASONRY NOTES:

MINIMUM 28 DAY COMPRESSIVE STRENGTH
LOCATION fm
TYPE S
MORTAR
PER ASTM C270
GROUT
PER CBC 2103A.3
ALL MASONRY U.N.O 2000 PSI 2000 PSI 2000 PSI

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE DBE SBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:30AM

GENERAL NOTES
S-0.1
S-0.1 GENERAL NOTES
S-0.2 GENERAL NOTES
S-0.3 GENERAL NOTES
S-1.1 TYPICAL DETAILS-REBAR & S.O.G
S-1.2 TYPICAL DETAILS- FOOTING AND EXCAVATION
S-1.3 TYPICAL DETAILS- FOOTING AND EXCAVATION
S-1.4 TYPICAL DETAILS-METAL STUD
S-1.5 TYPICAL DETAILS-METAL STUD
S-1.6 TYPICAL DETAILS-METAL STUD
S-1.7 TYPICAL DETAILS-METAL STUD
S-1.8 TYPICAL DETAILS-METAL DECK
S-1.9 TYPICAL DETAILS-CMU
S-1.10 TYPICAL DETAILS-STEEL
S-1.11 TYPICAL DETAILS-STEEL
S-1.12 TYPICAL DETAILS-STEEL
S-1.13 TYPICAL DETAILS-MEP SUPPORT
S-2.1 FOUNDATION PLAN
S-2.2 POOL BLDG FOUNDATION & ROOF FRAMING PLAN
S-3.1 SECOND FLOOR FRAMING PLAN
S-3.2 ROOF FRAMING PLAN
S-4.1 FOUNDATION DETAILS
S-5.1 FRAMING DETAILS
S-5.2 FRAMING DETAILS
S-5.3 STAIR DETAILS
S-6.1 WALL ELEVATIONS
S-6.2 WALL ELEVATIONS
84 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL

CONFORM TO THE SPECIFICATIONS AND STANDARD OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), AS CONTAINED IN THE 15TH EDITION OF "AISC MANUAL OF STEEL CONSTRUCTION".

2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE.

TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.

3. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL U.N.O.:

4. 1/8" THICK PLATES AND THICKER SHALL BE GAS CUT OR SAW CUT EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS.

EXCEPT OTHERWISE NOTED, ALL BOLT HOLES SHALL BE STANDARD HOLES.

5. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY SEOR PRIOR TO FABRICATION.

6. ALL WELDED HEADED STUDS, THREADED STUDS, AND DEFORMED BARS SHALL

BE NELSON, OR EQUIVALENT, AND WELDED (IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS BY CERTIFIED WELDERS) SO AS TO FULLY DEVELOP THE TENSILE CAPACITY OF THE CONNECTOR.

7. BOLTS WITH UPSET THREADS ARE NOT ALLOWED. USE THE APPROPRIATE NUT AND WASHER TYPE FOR THE SPECIFIED BOLT.

8. ALL STEEL FABRICATION SHALL BE PERFORMED BY A AISC OR CITY OF LOS ANGELES CERIFIED FABRICATOR.

9. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED

TO THE ELEMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNLESS A WEATHER PROOF COATING IS SPECIFIED BY THE ARCHITECT U.N.O.

STAINLESS AND WEATHERING STEELS ARE EXCEPTED WHERE SPECIFIED.

10. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS NOT SHOWN IN THESE DRAWINGS. WHERE STEEL IS EMBEDDED

IN CONCRETE OR MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS REINFORCING BARS WHERE INDICATED ON DRAWINGS. DO NOT CUT HOLES IN STRUCTURAL STEEL WITHOUT PRIOR APPROVAL OF SEOR.

11. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

12. PLACE NON-SHRINK OR DRYPACK GROUT UNDER ALL BASE PLATES AND ALLOW TO CURE BEFORE APPLYING LOADS.

13. ALL OPEN HSS ENDS SHALL BE CAPPED. MIN 1/4" STEEL CAP. PROVIDE SQUARE WELD ALL AROUND, CAP PLATE TO HSS.

14. FOR STRUCTURAL STEEL, IN ADDITION TO THE REQUIREMENTS OF SPECIFICATION SECTION A3.1c, HOT ROLLED SHAPES WITH FLANGES 1 1/2"

THICK AND THICKER SHALL HAVE MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 70°F. PLATES 2" THICK AND THICKER SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT 70°F.

STRUCTURAL STEEL NOTES:

STRUCTURAL STEEL GRADES:

ALL WIDE FLANGE SECTIONS

SQUARE OR RECTANGULAR HOLLOW

STRUCTURAL SECTIONS (HSS)

ROUND HOLLOW STRUCTURAL SECTION
(HSS)
PIPES

PLATES, ANGLES, CHANNELS & TEES

ALL PLATES PART OF SLRS

MACHINE BOLTS (MB)

HIGH STRENGTH BOLTS (HSB)

WELDED HEADED STUDS

THREADED RODS FOR ANCHOR BOLTS
ASTM A992
ASTM A500, GRADE C
(FY= 50 KSI)
ASTM A500,GRADE C
(FY= 46KSI)
ASTM A53 TYPE E OR S,
GRADE B (FY=35 KSI)
ASTM A36
ASTM A572, GRADE 50
ASTM A307
ASTM F3125 GRADE A325
GRADE A490
ASTM A29
ASTM F1554, GRADE 36
A.

1. SEE STRUCTURAL STEEL NOTES THIS SHEET FOR ADDITIONAL INFORMATION.

2. ALL HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM F-3125 Gr. A-325 OR Gr. A-490, NUTS SHALL CONFORM TO ASTM A-563 AND WASHERS SHALL CONFORM TO ASTM F-436.

3. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE "AISC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". SLIP CRITICAL BOLTS (SC) SHALL BE USED FOR ALL "SEISMIC LOAD RESISTING SYSTEM" (SLRS) MEMBER STEELTO-STEEL CONNECTIONS.

4. PAINT SHALL NOT BE PERMITTED ON CONTACT SURFACES UNLESS NOTED OTHERWISE. CONTACT SURFACES OF BOLTED PARTS SHALL BE

DESCALED AND FREE OF DIRT, OIL, BURRS, PITS, AND OTHER DEFECTS WHICH PREVENT SOLID SEATING OF PARTS.

5. FAYING SURFACE SHALL BE "CLASS A" FOR SLIP CRITICAL BOLTS (SC).

6. SLIP-CRITICAL JOINT ASSEMBLIES SHALL BE FULLY PRE-TENSIONED BY

TURN-OF-NUT TIGHTENING, CALIBRATED WRENCH TIGHTENING,

INSTALLATION OF ALTERNATE DESIGN BOLTS OR BY DIRECT TENSION INDICATOR TIGHTENING.

HIGH-STRENGTH BOLT NOTES:

1. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY (AWS), D1.1, D1.8 AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD

QUALIFICATION TESTS, AND SHALL BE CERTIFIED FOR THE WORK THEY ARE PERFORMING.

3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH

WELDING PROCEDURE SPECIFICATIONS (WPS) SUBMITTED BY THE

CONTRACTOR AND REVIEWED BY THE SEOR AND PROJECT WELDING INSPECTOR. THE WPS SHALL BE IN ACCORDANCE WITH AWS D1.1-D1.4 & D1.8 CURRENT EDITION.

4. ALL WELDS WITHIN MEMBERS DESIGNATED AS PART OF THE SEISMIC LOAD

RESISTING SYSTEM (SLRS) SHALL CONFORM TO THE DETAILING, MATERIALS, WORKMANSHIP, TESTING, AND INSPECTION REQUIREMENTS PER AWS D1.8 AND MUST HAVE A MIN. CVN TOUGHNESS OF 20 FT-LB @ 0°F PER AISC 341 A3.4B.

5. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL, THEY SHALL BE MADE

WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT-LB AT 0°F AND 40 FT-LB AT 70°F. SEE AISC 341-16 SECTION A3.4B FOR ADDITIONAL REQUIREMENTS.

6. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 & D1.8 USING E70XX ELECTRODES UNLESS OTHERWISED NOTED.

7. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AWS D1.4 USING E80XX ELECTRODES.

8. WELDING OF METAL DECK AND LIGHT GAGE STEEL SHALL BE IN ACCORDANCE WITH AWS D1.3.

9. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS.

ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH.

10. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

11. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR.

THE CONTRACTOR SHALL DETERMINE THE ACTUAL FIELD WELDING

NECESSARY TO COMPLETE THE PROJECT AND INCLUDE ALL ASSOCIATED COSTS WITHIN THE BASE BID.

12. ALL WELDS (SHOP AND FIELD) REQUIRE SPECIAL INSPECTION.

13. ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1 & AISC 341 J6.2.

WELDING NOTES:

WELDING ELECTRODES
A. SMAW E8018*
B. FCAW E80 SERIES*
* WELD METAL SHALL BE CAPABLE OF DELIVERING A MINIMUM OF 20 FT-LBS AT -0°F AND 40FT-LBS @ 70°F AS MEASURED BY A CHARPY V-NOTCH IMPACT TEST PER AWS D1.1AND D1.8, APPENDIX III.
* BASE METAL FOR STRUCTURAL SHAPES IN SIZE GROUP 4 & 5 W/ t/f > 11/2" SHALL BE CAPABLE OF DELIVERING A MINIMUM OF 20 FT-LBS AT 70°. F AS MEASURED BY A CHARPY V-NOTCH IMPACT TEST PER A.I.S.C. MANUAL OF STEEL CONSTRUCTION, LATEST EDITION.

STRUCTURAL STEEL

1. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE FOR STEEL AWS D1.1-10 AND D1.8.

2. WELDING PROCEDURE SPECIFICATIONS (WPS) SHALL BE SUBMITTED TO

THE ENGINEER FOR APPROVAL, PRIOR THE ENGINEER FOR APPROVAL, PRIOR TO THE BEGINNING OF WELDING OPERATIONS. THE WPS SHALL

INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE
ELECTRODE MANUFACTURER. SEE AWS D1.1 APPENDIX E, FORM E-1.

JOINT DETAILS TO SUIT EXISTING CONDITIONS. THE WELDING

ELECTRODE MANUFACTURER'S SPECIFICATIONS SHALL BE ATTACHED TO THE WPS. ALL WELDERS AND INSPECTORS SHALL BE INFORMED OF THE WPS AND SHALL RETAIN A COPY.

3. SEE AWS FOR PREQUALIFIED SMAW WPS'S.

4. SEE AWS FOR PREQUALIFIED FCAW WPS'S.

5. WELDING TO BE DONE BY WELDERS CERTIFIED BY AWS.

6. ONLY SHIELDED METAL ARC WELDING (SMAW) WITH LOW HYDROGEN

ELECTRODES OR FLUX CORE ARC WELDING (FCAW), EITHER GAS
SHIELDED OF SELF SHIELDED, SHALL BE USED. FOR SMAW, THE TYPICAL REQUIREMENTS SHALL BE ACCORDING TO NOTE #3 ABOVE. WELDING PROCEDURES SHALL MEET THE REQUIREMENTS OF AWS D1.1 4.6.2, OR SHALL BE QUALIFIED BY TEST. FOR FCAW, THE TYPICAL REQUIREMENTS SHALL BE ACCORDING TO NOTE #4 ABOVE. THE WELDING PROCEDURE SHALL MEET THE REQUIREMENTS OF AWS D1.1 4.14.1.6.

7. INDIVIDUAL WELDS SHALL BE CARRIED CONTINUOUSLY TO COMPLETION

BEFORE THE JOINT IS ALLOWED TO COOL BELOW THE MINIMUM
SPECIFIED PREHEAT AND INTERPASS TEMPERATURE.

8. AT ALL COMPLETE PENETRATION WELDS, WELD BEADS SHALL BE

PEENED AFTER EACH PASS, WITH THE EXCEPTION OF THE ROOT PASS AND THE SURFACES PASSES, AS FOLLOWS: TURN SLAG GUN 90 DEG.

AND MAKE A MINIMUM OF 4 PASSES WITH DULL CHISEL.

9. PREHEATING IS REQUIRED ON ALL TACK WELDS NOT INCORPORATED INTO FINAL WELDS. SEE AWS D1.1, SECTION 3.3.7.

10. FOR BEAM FLANGE REINFORCEMENT PLATES, THE ROLLING DIRECTION

OF GRAIN SHALL BE INDICATED ON THE PLATE AND INSTALLED SO THAT

THE GRAIN DIRECTION IS PARALLEL TO THE LONGITUDINAL AXIS OF THE MEMBER.

11. FULL TIME VISUAL INSPECTION BY AN AWS QC-1 QUALIFIED INSPECTOR IS REQUIRED FOR ALL WELDING.

12. 100% ULTRASONIC WELD TESTING BY THE INSPECTOR IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS.

13. AMPEREAGE, VOLTAGE, POLARITY AND ELECTRODE STICK OUT SHALL

BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE
MANUFACTURER'S RECOMMENDATIONS.

14. REMOVE B.U. BARS AND WELD TABS AT ALL FLANGE COMPLETE JOINT

PENETRATION (CJP) WELDS AT DUCTILE MOMENT FRAME
CONNECTIONS. TYPICAL UNLESS NOTED OTHERWISE.

PENETRATION CONNECTION NOTES:

MOMENT FRAME AND COMPLETE JOINT

1. MATERIAL FOR METAL DECK SHALL HAVE A MIN YIELD STRENGTH OF 50 KSI AND CONFORM TO ASTM A653-SS GRADE 33 WITH GALVANIZED G60 COATING COMPLYING WITH ASTM A525.

2. SEE TYPICAL DETAILS FOR REINFORCING OF DECK AROUND OPENINGS.

CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF OPENINGS WITH THE VARIOUS TRADES. NO LOADS SHALL BE HUNG FROM DECK WITHOUT APPROVAL OF SEOR.

3. FLOOR AND ROOF DECK IS DESIGNED FOR UNSHORED CONSTRUCTION, UNO. MAINTAIN 3 SPAN CONDITION WHEREVER POSSIBLE (2 SPAN MIN) EXCEPT AT STAIR LANDING AND WHERE NOTED OTHERWISE ON PLANS.

4. PROVIDE 2" MINIMUM BEARING AT ALL SUPPORTS. END LAPS OF METAL DECK SHALL BE A MINIMUM OF 2" AND SHALL OCCUR ONLY OVER SUPPORTS. DECK SHALL BE LAID OUT SO THAT A LOW FLUTE FALLS ON EACH PARALLEL SUPPORT.

5. INSTALL DECK BY WELDING. USE 3/4" DIAMETER PUDDLE WELDS OR

WELDED STUDS TO SUPPORTS SPACED AS SHOWN ON CONSTRUCTION DRAWINGS. SPACING FOR TOP SEAM, SIDE SEAM, BUTTON PUNCH, OR PUNCHLOK CONNECTION SHALL BE IN ACCORDANCE WITH DRAWINGS.

SEE TYPICAL METAL DECK DETAILS.

6. SUBMIT SHOP DRAWINGS FOR METAL DECK TO THE SEOR FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW TYPE OF DECK,

LAYOUT OF DECK, THE SIZE AND LOCATION OF ANY OPENINGS OF WIDTH GREATER THAN 1'-0", AND ATTACHMENT METHOD.

7. ALTERNATES TO TYPE OF DECK AND FASTENING MAY BE USED WITH THE APPROVAL OF THE SEOR. DECK PROPERTIES SHALL BE EQUAL TO OR GREATER THAN THOSE SHOWN ON THE PLANS. ANY DECK OR

METHOD OF FASTENING SHALL HAVE LATEST EVALUATION REPORT PER CURRENT CODE APPROVING THE DECK FOR THE APPLICATION.

8. METAL DECK WITH CONCRETE FILL SHALL HAVE POSITIVE VENTING. DO

NOT EMBED PIPES, SLEEVES, CONDUIT, ETC IN CONCRETE TOPPING UNO.

9. CONCRETE FILL OVER METAL DECK SHALL NOT BE OVER-POURED TO ACHIEVE LEVEL FLOOR.

METAL DECK NOTES (FILLED & UNFILLED):

1. DESIGN, FABRICATION AND ERECTION OF COLD-FORMED STEEL

FRAMING SHALL CONFORM TO THE SPECIFICATIONS AND STANDARD OF

THE AMERICAN IRON AND STEEL INSTITUTE (AISI), AS CONTAINED IN THE "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS", LATEST EDITION, INCLUDING ALL APPLICABLE AMENDMENTS.

2. ALL COLD-FORMED STEEL FRAMING SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND LEFT IN

PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.

3. COLD-FORMED STEEL GRADES:

A. 18 GA (43 MILS) OR THINNER .........ASTM A1003 GRADE 33 (FY = 33 KSI) B. 16 GA (54 MILS) AND THICKER .......ASTM A1003 GRADE 50 (FY = 50 KSI)

4. ALL COLD-FORMED STEEL FRAMING SHALL BE BRACED AS REQUIRED BY SECTION D3 OF THE AISI SPECIFICATION.

5. SUBMIT COLD-FORMED STEEL FRAMING SHOP DRAWINGS AND
SPECIFICATIONS TO THE SEOR FOR REVIEW PRIOR TO FABRICATION.

6. COLD-FORMED STEEL STUDS AND TRACKS ARE TO BE ATTACHED WITH SHEET METAL SCREWS (SMS) WITH SIZES CALLED OUT ON THE DETAILS.

PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS. SCREWS ARE TO BE INSTALLED

AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S
RECOMMENDATIONS.

7. ALL HOLES FOR BOLTS SHOULD BE SHALL BE STANDARD HOLES.

8. GALVANIZED COATING SHALL COMPLY WITH ASTM A924.

9. COLD-FORMED STEEL FRAMING SHALL BE PER STEEL STUD
MANUFACTURER'S ASSOCIATION (SSMA), ICC ER-3064P.

COLD-FORMED STEEL FRAMING NOTES:

1. ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.

2. DOUGLAS FIR (DF) SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES, AND ASTM D245.

3. REDWOOD SHALL BE GRADED BY THE CALIFORNIA REDWOOD ASSOCIATION, REDWOOD INSPECTION SERVICE.

4. SILL PLATES SHALL BE PRESSURE-TREATED (PT) DOUGLAS FIR #1. REDWOOD IS PERMITTED WITH SEOR APPROVAL.

5. TOP PLATES, SILL PLATES, STUDS SHALL BE....................................DF #1 JOISTS, RAFTERS, PURLINS, BEAMS & POSTS SHALL BE ................DF #1 (U.N.O.) LOAD BEARING STUDS SHALL BE.........................................................DF #1

6. MOISTURE CONTENT OF SAWN LUMBER SHALL NOT EXCEED 18% WHEN FRAMING STARTS OR SHEATHING IS APPLIED. ANY NONCOMPLIANT WORK SHALL BE REJECTED AND REFRAMED WITH ACCEPTABLE LUMBER.

7. TIMBERS 4" NOMINAL IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED HEART.

8. SILL PLATES SHALL BE PRESSURE-TREATED AND SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 48" O.C. MAX, U.N.O. WITH A BOLT BETWEEN 4" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS CUT OUT OVER ONE-THIRD OF CROSS-SECTION.

9. ANCHOR BOLTS FOR STRUCTURAL WALLS SHALL HAVE 12" EMBEDMENT (U.N.O.)
MEASURED FROM TOP OF SLAB.

10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND

LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4' - 0".

11. HOLES IN WOOD AND STEEL MEMBERS FOR BOLTS SHALL BE THE NOMINAL BOLT DIAMETER PLUS 1/16".

12. ALL BOLTS IN WOOD SHALL BE ASTM A307 STANDARD BOLTS, U.N.O. BOLTS

AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RETIGHTENED BEFORE CLOSING IN OR AT THE COMPLETION OF THE JOB.

13. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME

DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER.

14. LAG SCREWS AND SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.

BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM 1/16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES. BOLTS SHALL NOT BE FORCIBLY DRIVEN.

15. METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC

PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS.

16. INSTALL WINDOWS AND DOORS IN STUD WALLS AFTER DEAD LOADS ARE APPLIED, AND PROVIDE A 1/2" SHIM SPACE AT THE HEAD CONDITION.

17. STEEL WASHERS SHALL BE PROVIDED UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS WHICH BEAR ON WOOD. STANDARD CUT WASHERS MAY BE

USED IN ALL CASES EXCEPT SILL PLATES AND WOOD LEDGERS AGAINST CONCRETE OR MASONRY. NOTE, WASHERS UNDER CARRIAGE BOLT HEADS SHALL BE LARGE ENOUGH TO ALLOW FOR SQUARE SHOULDERS.

18. ONLY LOAD BEARING AND/OR SHEAR WALLS ARE SHOWN
SEE ARCHITECTURAL DRAWINGS FOR ALL OTHER PARTITIONS.

19. ELEVATIONS SHOWN ON PLANS ARE FROM FINISHED FIRST FLOOR, DATUM ELEVATION = 0' - 0".

20. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE 2x6 STUDS @ 16" O.C. TYPICAL, U.N.O.

21. ALL EXTERIOR STUD WALLS SHALL BE COMPLETELY SHEATHED WITH 15/32" APA RATED SHEATHING, EXPOSURE-1 (32/16).

22. INTERIOR STRUCTURAL SHEATHED WALLS ARE SHOWN ON PLANS AND SHALL HAVE 15/32" APA RATED SHEATHING EXPOSURE-1, (32/16),TYPICAL U.N.O.

23. ALL STRUCTURAL WALL SHEATHING IS SPLICED ON 2" NOMINAL BLOCKING AT HORIZONTAL JOINTS, U.N.O.

24. STRUCTURAL FLOOR AND ROOF SHEATHING SHALL BE AS ON PLAN AND SHALL BE APA RATED SHEATHING (32/16).

NOTE: 1/8" GAP SHALL BE PROVIDED BETWEEN ADJACENT PANELS. PANELS WITH GRADE STAMP INDICATION "SIZED FOR SPACING" MAY BE USED TO FACILITATE THIS REQUIREMENT. SEE PLANS FOR REQUIRED BOUNDARY AND EDGE NAILING NOT LISTED BELOW. FLOOR SHEATHING SHALL BE GLUED AND NAILED PER PLAN.
( * - SHEATHING @ EXTERIOR DECKS SHALL BE EXTERIOR RATED PLYWOOD.) BN = BOUNDARY NAILING
EN = EDGE NAILING
FN = FIELD NAILING

25. SEE PLANS FOR LOCATION OF NOMINAL 2X FLAT BLOCKING AT ROOF SHEATHING PANEL JOINTS. SEE THIS SHEET FOR PLY CLIP REQUIREMENTS AT UNBLOCKED ROOF PANEL JOINTS. T&G SHEATHING IS NOT REQUIRED WHERE JOINTS ARE BLOCKED.

26. (S) INDICATES METAL FRAMING CONNECTORS MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG) OR "USP" WITH EQUIVALENT ICC

PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS.

27. FASTENERS, INCLUDING NAILS, NUTS AND WASHERS, IN CONTACT WITH

PRESERVATIVE - TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.

ROUGH CARPENTRY/ WOOD NOTES:

1. SIMPLE SPANS................................................ DF COMB. 24F-V4 CONTINUOUS OR CANTILEVER.................... DF COMB. 24F-V8

2. STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES SHALL BE IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D3737, OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. MEMBERS SHALL BE MARKED WITH THE

ENGINEERED WOOD SYSTEM APA EWS TRADEMARK INDICATING

CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE, AND MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE MANUFACTURER OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE.

3. GLULAM TIMBERS SHALL BE MANUFACTURED TO MEET THE FOLLOWING REQUIREMENTS.
• NDS 24F-V4 REQUIREMENTS: Fb=1850 PSI TOP AND 2400 PSI BOTTOM; Fv=265 PSI ; E=1,800,000 PSI WITH 1600 FT RADIUS CAMBER UNLESS OTHERWISE NOTED ON THE DRAWINGS.
• NDS 24F-V8 REQUIREMENTS: Fb=2400 PSI TOP AND BOTTOM: Fv=265 PSI; E=1,800,000 PSI WITH 1600 FT RADIUS CAMBER UNLESS OTHERWISE NOTED ON THE DRAWINGS.
• NO CAMBER AT CANTILEVER PORTION UNO ON PLANS.

4. OTHER GLULAM TIMBER COMBINATIONS AS SPECIFIED IN APA'S CODE REPORT NER-486.

GLUED-LAMINATED FRAMING NOTES:

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:32AM

GENERAL NOTES
S-0.2
85 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

1. VISUAL OBSERVATIONS WILL BE PERFORMED AT THE DISCRETION OF THE

OWNER, ARCHITECT, SEOR, AND AS REQUIRED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE BUILDING CODE.

2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE

STRUCTURAL ENGINEER AS TO WHEN EACH MAJOR PHASE OF CONSTRUCTION IS READY FOR OBSERVATION A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NAILING, REINFORCEMENT, WELDS, CONNECTIONS, ETC. ARE VISIBLE FOR

OBSERVATION WHEN THE SEOR IS ON SITE AND FOR ANY SCHEDULING DELAYS DUE TO NONCOMPLIANT ITEMS FOUND DURING THE OBSERVATION.

4. THE FOLLOWING MAJOR PHASES OF CONSTRUCTION REQUIRE A SITE VISIT AND STRUCTURAL OBSERVATION REPORT FROM THE SEOR:

STRUCTURAL OBSERVATIONS:

1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A

QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE

SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A

CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.

3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS.

JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT

CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR.

4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR.

THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE

ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS.

5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED.

6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL

INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION.

7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.

FOR SI: 1 INCH = 25.4 MM
a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN

THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS

INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED

ANCHOR INSTALLER
STATEMENT OF SPECIAL INSPECTIONS:

TABLE 1705.3

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTIN
UOUS
PERI
ODIC

REFERENCED
STANDARDa
CBC

REFERENCE

1. INSPECTION OF REINFORCING STEEL,

INCLUDING PRESTRESSING

TENDONS, AND PLACEMENT
- X ACI 318: 3.5,

7.1-7.7 -
- - -
AWS D1.4;
ACI 318: 3.5.2

2. INSPECTION OF REINFORCING STEEL

WELDING IN ACCORDANCE
WITH TABLE 1705A.2.1, ITEM 5B.

3. INSPECTION OF ANCHORS TO BE

INSTALLED IN CONCRETE PRIOR TO

AND DURING PLACEMENT OF CONCRETE

WHERE ALLOWABLE LOADS

HAVE BEEN INCREASED OR WHERE
STRENGTH DESIGN IS USED.

X -
ACI 318: 8.1.3,

21.2.8 1908.5,
1909.1

4. INSPECTION OF ANCHORS POSTINSTALLED IN HARDENED CONCRETE.b - X
ACI 318: 3.8.6,

8.1.3,

21.2.8 1909.1

5. VERIFYING USE OF REQUIRED
DESIGN MIX. - X
ACI 318: CH 4,

5.2-5.4
1904.2,
1910.2,
1910.3

6. AT THE TIME FRESH CONCRETE IS

SAMPLED TO FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM

SLUMP AND AIR CONTENT TESTS,

AND DETERMINE THE TEMPERATURE

OF THE CONCRETE
X -
ASTM C172
ASTM C31;
ACI 318: 5.6, 5.8
1910.10

7. INSPECTION OF CONCRETE AND

SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.

X -
ACI 318: 5.9,

5.10 1910.6,
1910.7,
1910.8

8. INSPECTION FOR MAINTENANCE OF

SPECIFIED CURING TEMPERATURE

AND TECHNIQUES
- X
ACI 318:

5.11-5.13 1910.9

9. INSPECTION OF PRESTRESSED CONCRETE:

A. APPLICATION OF PRESTRESSING
FORCES. X - ACI 318: 18.20 -
B. GROUTING OF BONDED

PRESTRESSING TENDONS IN THE

SEISMIC-FORECE-RESISTING
SYSTEM
X - ACI 318: 18.18.4 -

10. ERECTION OF PRECAST CONCRETE
MEMBERS. - X ACI 318: CH 16 -

11. VERIFICATION OF IN-SITU CONCRETE

STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POSTTENSIONED CONCRETE

AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL
SLABS.
- X ACI 318: 6.2 -
- X ACI 318: 6.1.1 -

12. INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF

THE CONCRETE MEMBER BEING
FORMED.c
TABLE 1705.6

REQUIRED VERIFICATION AND INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK

CONTINUOUS
DURING

TASK LISTED

PERIODICALLY
DURING

TASK LISTED
- X
- X
- X
X -
- X

1. VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY

2. VERIFY EXCAVATIONS ARE EXTENDED TO

PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING
OF COMPACTED FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS,

DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF
COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED

FILL, OBSERVE SUBGRADE AND VERIFY

THAT SITE HAS BEE N PREPARED
PROPERLY.

TABLE 1705.2.1

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED

STANDARD
CBC

REFERENCE

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:

A. IDENTIFICATION MARKINGS TO

CONFORM TO ASTM

STANDARDS SPECIFIED IN THE

APPROVED
CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF
COMPLIANCE REQUIRED.
- X
AISC 360,
SECTION A3.3
AND

APPLICABLE

ASTM MATERIAL

STANDARDS
-
- X - -

2. INSPECTION OF HIGH-STRENGTH BOLTING:
- X
- X
X -
-
AISC 360,
SECTION M2.5
A. SNUG-TIGHT JOINTS.

B. PRETENSIONED AND SLIP-CRITICAL

JOINTS USING TURN-OF-NUT WITH

MATCH MARKING, TWIST-OFF BOLT

OR DIRECT TENSION INDICATOR
METHODS OF INSTALLATION.

C. PRETENSIONED AND SLIP-CRITICAL

JOINTS USING TURN-OF-NUT

WITHOUT MATCH MARKING OR

CALIBRATED WRENCH METHODS OF
INSTALLATION.

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
- X
- X
- X - -
-
AISC 360,
SECTION A3.1

APPLICABLE
ASTM

MATERIAL

STANDARDS
2203.1
A. FOR STRUCTURAL STEEL,

IDENTIFICATION MARKINGS TO
CONFORM TO AISC 360.

B. FOR OTHER STEEL. IDENTIFICATION

MARKINGS TO CONFORM TO ASTM

STANDARDS SPECIFIED IN THE

APPROVED CONSTRUCTION
DOCUMENTS.

C. MANUFACTURER'S CERTIFIED
TEST REPORTS.

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
- X - -
- X - -
A. IDENTIFICATION MARKINGS TO

CONFORM TO AWS SPECIFICATION

IN THE APPROVED CONSTRUCTION
DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF
COMPLIANCE REQUIRED.

5. INSPECTION OF WELDING:

A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:

X -
X -
AWS D1.1 1705.2.2 X -
X -
- X
- X AWS D1.3 -
1) COMPLETE AND PARTIAL JOINT
PENETRATION GROOVE WELDS.
2) MULTIPASS FILLET WELDS.
3) SINGLE-PASS FILLET WELDS > 5/16"
4) PLUG AND SLOT WELDS.
5) SINGLE-PASS FILLET WELDS < 5/16"
6) FLOOR AND ROOF DECK WELDS.

B. REINFORCING STEEL.
- X
1) VERIFICATION OF WELDABILITY OF

REINFORCING STEEL OTHER THAN
ASTM A 706.

X -
2) REINFORCING STEEL RESISTING

FLEXURAL AND AXIAL FORCES IN

INTERMEDIATE AND SPECIAL

MOMENT FRAMES, AND

BOUNDARY ELEMENTS OF

SPECIAL STRUCTURAL WALLS OF

CONCRETE AND SHEAR
REINFORCEMENT.
3) SHEAR REINFORCEMENT. X -
4) OTHER REINFORCING STEEL. - X
- X
- X
- X
AWS D1.4
ACI318:

SECTION 3.5.2
-
- 1705.2.2

6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE.

A. DETAILS SUCH AS BRACING AND
STIFFENING.

B. MEMBER LOCATIONS.

C. APPLICATION OF JOINT DETAILS
AT EACH CONNECTION.
(a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE.
(b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY TMS 602-16 TABLE 4
LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION

VERIFICATION AND INSPECTION

FREQUENCY OF INSPECTION

CONTINUOUS PERIODIC
TMS 402/ ACI
530/ ASCE 5
TMS 602/ACI
530.1/ASCE 6

1. A. PROPORTIONS OF SITE-PREPARED MORTAR - X -
ART. 2.1,

2.6 A, & 2.6 C
B.

GRADE AND SIZE OF PRESTRESSING TENDONS AND

ANCHORAGES
- X - ART. 2.4 B & 2.4 H
C.

GRADE, TYPE AND SIZE OF REINFORCEMENT,

CONNECTORS, ANCHOR BOLTS, AND PRESTRESSING

TENDONS AND ANCHORAGES
- X - ART. 3.4 & 3.6 A
D. PRESTRESSING TECHNIQUE - X ART. 3.6 B
E. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X
(b) X(c)
- ART. 2.1 C.1
F. SAMPLE PANEL CONSTRUCTION - X - ART. 1.6 D

2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING
ARE IN COMPLIANCE:

A. GROUT SPACE - X - ART. 3.2 D & 3.2 F
B. PLACEMENT OF PRESTRESSING TENDONS AND

ANCHORAGES
- X
SEC. 10.8 & 10.9
ART. 2.4 & 3.6
C. PLACEMENT OF REINFORCEMENT,

CONNECTORS, AND ANCHOR BOLTS
- X SEC 6.1, 6.3.1, 6.3.6,
& 6.3.7
ART. 3.2 E & 3.4
D.

PROPORTIONS OF SITE-PREPARED GROUT AND

PRESTRESSING GROUT FOR BONDED TENDONS
- X -
ART. 2.6 B
& 2.4 G.1.b

3. VERIFY COMPLIANCE OF THE FOLLOWING DURING
CONSTRUCTION:

MATERIALS AND PROCEDURES WITH THE APPROVED

SUBMITTALS
- X - ART. 1.5
B. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT

CONSTRUCTION
- X - ART. 3.3 B
C. SIZE AND LOCATION OF STRUCTURE MEMBERS - X - ART. 3.3 F D.

TYPE,SIZE,AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAMES, OR OTHER

CONSTRUCTION
- X SEC. 1.2.1(e),

6.2.1, &

6.3.1 -
E. WELDING OF REINFORCEMENT X SEC.6.1.6.1.2 -
F.

PREPARATION, CONSTRUCTION, AND PROTECTION OF

MASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40°F(4.4°C))OR HOT WEATHER (TEMPERATURE
ABOVE90°F(32.2°C))
X - ART. 1.8 C & 1.8 D
G.

APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE
X - ART. 3.6 B
H.

PLACEMENT OF GROUT AND PRESTRESSING GROUT

FOR BONDED TENDONS IS IN COMPLIANCE
X - ART. 3.5 & 3.6 C
I.

PLACEMENT OF AAC MASONRY UNITS AND

CONSTRUCTION OF

THIN-BED MORTAR JOINTS
X
(b) X(c)
-
ART. 3.3
B.9 &

3.3 F.1.b

4. OBSERVE PREPARATION OF GROUT SPECIMENS,

MORTAR SPECIMENS, AND/OR PRISMS
- X -
ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3,

1.4 B.3, & 1.4 B.4

AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE
FOLLOWING ARE IN COMPLIANCE:
-
1705.11.2 STRUCTURAL WOOD.

CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING OPERATION OF ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM.

PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING

AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC

FORCE-RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD0DOWNS.

EXCEPTION:

SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS

AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE0RESISTING

SYSTEM, WHERE THE FASTENER SPACING IF THE SHEATHING IS MORE THAN 4INCHES (102MM) ON CENTER (O/C)

WOOD LATERAL LOAD RESISTING SYSTEM
SPECIAL INSPECTION:

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
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YN
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06/29/23
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C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:34AM

GENERAL NOTES
S-0.3
86 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
#4 NOSE BAR

BEND TYP REINF

OVERLAP TYP
SLAB REINF.

FINISH
GRADE
(2)-#4 CONT

HOOK TYP REINF

CONST JOINT

MATCH SLAB REINF,
(#4@16" O.C. E.W.

MIN)
(2)-#4 STD HOOK

EDGE OF SLAB SLAB STEP

SLAB DEPRESSION

SLAB DEPRESSION ALT

SEE DETAIL

FOR CURB

CURB INFO
WHERE

OCCURS A
B C D
1 6
LAP
SPLICE
1 1
12" MIN
12" MIN
8 S-1.1
12" MIN
12" MIN
2' - 6" MAX
6"
1' - 6"
"T"
MAX
"T"
"T"
3"
"T"
1 1
A
B D
C
E
F G
90° BEND
135° BEND

INSIDE BEND DIA D, TYP
90°
HOOK
NOTES:

1. Ldh = HOOK DEVELOPMENT LENGTH.

2. Ld = DEVELOPMENT LENGTH.

3. db = REINFORCING BAR DIAMETER

4. SEE BUILDING CODE AND ACI 318-14 VERSION FOR ALL REQUIREMENTS NOT NOTED.

5. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.33.

6. TOP BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS.

ALL OTHER BARS ARE "OTHER" BARS.

7. STANDARD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES.

CONFINED HOOK Ldh MAY BE USED WHERE ACI 318-14 25.4.3 APPLIES.

8. VALUES SHOWN ABOVE ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT.

9. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2db, CONCRETE COVER NOT LESS THAN db.

10. IF EPOXY-COATED REINFORCEMENT IS USED, THE DEVELOPMENT/LAP SPLICE LENGTHS HEREIN SHALL BE MULTIPLIED BY APPLICABLE FACTORS IN ACI 318-14 SECTIONS 25.4.2.4 OR 25.4.3.2.

11. IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 COUPLERS PER IAPMO ER 0129.

STAGGER COUPLERS SO THAT COUPLERS DO NOT OCCUR IN ROW.

FINISHED BEND

DIAMETER
"D" IN INCHES

BAR SIZE
#9
#10
#11
#14
#18
9 1/2"
10 3/4"
12"
24"
18 1/4"

STANDARD HOOKS

INSIDE BEND

DIA D, TYP
90° HOOK
180° "U" HOOK
JOINT FACE @ STD HOOK,
OUTSIDE OF TIE @ CONFINED HOOK
2" MIN

SIDE COVER IS REQ'D

FOR STRAIGHT BAR EMBED,
USE DEVELOPMENT LENGTH Ld

CLOSED TIE / HOOP

ROUND HOOP

CONTACT SPLICE

NON-CONTACT SPLICE
1:6 MAX SHOP

BEND ALLOWED

LAP SPLICES
BAR
SIZE
#3
#4
#5
#6
#7
#8
#9
#10
#11
6 8
10 12
14 16
18 20
22 22
29 36
43 63
72 81
91 101
TOP
29 38
47 56
82 94
106
119
132
23 29
102
91 81
72 63
43 37
6 7
9 10
12 14
15 17
19 15
19 24
29 42
48 54
61 67
25 33
41 49
71 81
91 103
114
20 25
32 38
55 63
71 80
88 6
6 9
8 11
12 14
16 17
13 17
22 26
38 43
48 54
60 23
30 37
45 64
73 82
93 102
17 23
29 34
50 56
63 71
78 3000 PSI NWC
#3
#4
#5
#6
#7
#8
#9
#10
#11
#3
#4
#5
#6
#7
#8
#9
#10
#11
4000 PSI NWC 5000 PSI NWC

STD HOOK
Ld
(in)

DEVELOPMENT LENGTH
LAP SPLICE (in)

CLASS B
OTHER

STD & CONFINED HOOKS
(NON-STIRRUP/TIE)

CAP / CROSS TIE

BEAM TIE / STIRRUP

STIRRUP & TIE HOOKS
(#8 & SMALLER ONLY)

TOP OTHER
17 22
28 33
48 55
62 70
78 19
25 31
37 54
62 70
79 87
17 23
28 34
49 56
63 71
78 L (in) dh

DETAILING

DIMENSIONING
db
6db (#3, #4, #5), 3" MIN
12db (>#5)
6db
3" MIN
4db(#3, #4, & #5)
6db (#6, #7, & #8)
12db
MIN
2" MIN
COVER
4db MIN &
2 1/2" MIN

MIN HOOK EMBED
LENGTH Ldh
6db(#8 & SMALLER)
8db(#9, #10 & #11)
db db
6" OVERLAP
W/ 90° HOOKS
db
"A" MIN
6" MAX

SPLICE LENGTH

CLASS B TYPICAL
#4
#5
#6
#7
#8
#3
8"
5 1/4"
4 1/2"
3 3/4"
3"
2 1/4"
NOTE:

DIM "A" SHALL BE THE GREATER OF:
• 1"
• 1.33 TIMES THE MAXIMUM
AGGREGATE THICKNESS.
• THE LARGER OF THE
SPLICED BAR DIAMETER.

A
D
B C
E

STEEL PLATE

FLARE V-GROOVE WELD SINGLE V-GROOVE WELD

CHIP OR GRIND ROOT TO

SOUND METAL BEFORE

WELDING SECOND SIDE

DOUBLE BEVEL GROOVE WELD

FLARE BEVEL GROOVE WELD
NOTES:

1. WELDING SHALL BE WITH LOW HYDROGEN ELECTRODES E90XX AND SHALL CONFORM TO AWS-D1.4.

2. ALL WELDING SHALL BE SUBJECT TO CONTINUOUS INSPECTION.

3. REINFORCING BARS TO BE WELDED SHALL MEET THE REQUIREMENT OF ASTM A706.

4. RADIUS OF REINFORCING BAR = S.

5. THESE ARE SECTIONAL VIEWS. BAR DEFORMATIONS ARE SHOWN ONLY FOR ILLUSTRATIVE PURPOSES.
#3 3"
#4
#6
#5
#7
#8
#9
#10
4"
5"
6"
3"
3"
5"
6"

MIN WELD LENGTH

WELD SCHEDULE

BAR SIZE

COMPLETE JOINT PENETRATION

WITH SPLIT PIPE BACKING

GROOVE WELD

EFFECTIVE WELD SIZE
(E)=0.6S
S
1/8"
1/8"

45.00°
1/8"
S

EFFECTIVE WELD SIZE
(E) = 0.4S

60.00°
D
1/16"
45°
1/8"
1/8"
S(E)
S(E)

S(E) CJP
S(E)
b

THIS CORNER DETAIL FOR BARS OF NEAR

CENTER OF WALL OR FTG

SINGLE LAYER - BARS ONE FACE OR CENTER

DOUBLE LAYER
(2)-#5

TYPICAL CONTINUOUS BAR
SPLICE. U.N.O. ON PLANS OR

DETAILS
#5 MIN
#5 MIN
#5 MIN
(2)-#5
b
b b
b
b
CLASS "B"
18" MIN
2"
CLR
12d
2"
CLR
12d
2"
CLR
12d
2"
CLR
12d
CLASS "B"
18" MIN
6"
12d 12d
CLASS "B"
18" MIN
#4 DOWEL W/ STD HOOK @ 16"O.C. U.N.O.

CONC SLAB W/ OPTIONAL CJ LOCATION
4" MIN THICKNESS
#4 CONT U.N.O.
3/4" CHAMFER U.N.O.

HOUSEKEEPING PAD

CONCRETE CURB
B
A

OPTIONAL CONST JT
#4 DOWELS @ 12"O.C. AROUND

PERIMETER W/ STANDARD HOOK

CONC SLAB W/
4" MIN THICKNESS
3/4" CHAMFER U.N.O.

ANCHORAGE PER MEP DRAWINGS

WHERE OCCURS
1 1
#4 CONT.
#4 CONT. TYP

AT MECH PAD INSIDE THE BLDG

W/O HOUSE KEEPING PAD
SEE

AT EXTERIOR ISOLATED PAD
SEE
DET.
#4 @ 12"
O.C. EA
WAY
8" MAX
4" MIN
3"
CLR
3" CLR 12" MIN
TYP
12"
MIN
12" MAX
4" MIN
3" CLR
TYP
3" CLR
TYP
12"
MIN
6" MAX
4" MIN
6" MIN EDGE DISTANCE

PER ARCHT'L
MEP DRAWINGS1 1/2" CLR
10 S-1.1
11 S-1.1
1 1

SAWCUT CONTROL JOINTS AT
15' - 0" O.C. MAX EA. WAY

PERPENDICULAR

TO CONSTRUCTION JOINTS

STRUCTURAL SLAB ON GRADE SHALL BE CONTINUOUSLY
POURED IN STRIPS NOT TO EXCEED 60 FEET x 120 FEET

CONSTRUCTION JOINTS

BETWEEN POUR STRIPS
CJ
CJ
CJ

SCSCSCSCSC
SC

SC OR CJ EACH

WAY, TYPICAL

EDGE OF SLAB,
WALL

OR OPENING

TRANSVERSE

CONSTRUCTION
JOINT
CJ

SLAB PER PLAN

RE-ENTRANT CORNER
C
D

POUR STRIP
WIDTH
NOTES:

1. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VISUALLY EXPOSED CONTROL JOINTS.

2. FOR POURING SEQUENCE OTHER THAN THAT SHOWN ON THESE PLANS, SUBMIT SHOP DRAWINGS TO SEOR FOR REVIEW 7 DAYS PRIOR TO POUR.

3. FOR SAW CUT (SC) AND CONSTRUCTION JOINT (CJ) SEE DETAIL

4. FOR TYPICAL SLAB EDGE AND STEPS IN SLAB SEE DETAIL
15 S-1.1 /
9 S-1.1 /

CONSTRUCTION

JOINT (CJ)
SMALL RADIUS TOOL @ EXPOSED JOINTS

SAWCUT (SC) WITHIN
24 HOURS OF

CONCRETE POUR
24" PLAIN STEEL DOWEL TO MATCH
SLAB REINF. SIZE AND SPACING.
1ST POUR 2ND POUR

CONSTRUCTION JOINT

SAWCUT CONTROL JOINT
A
B
1' - 0"
T/4
T
SEE
FOR
MORE INFO.
16 S-1.1

SPEED DOWEL INSERT

COLUMN PER PLAN

FILL BLOCKOUT

AFTER SLAB POUR,

CONC TYPE SHALL BE

THE SAME AS SLAB
1 1/2"X3 1/2"

KEYED JOINT AT

THICKENED SLAB EDGES

AT STEEL COLUMNS,

CONTINUE CONCRETE

DOWN TO TOP OF

FOOTING TO COVER

ALL EXPOSED STEEL

CONTINUE TYPICAL SLAB

EDGE REINF THROUGH

BLOCKOUT

MATCH SLAB EDGE DETAIL AT

BLOCKOUT ADJACENT TO
EDGE

FACE OF COLUMN OR

BASE PLATE
BENT #4 BAR EACH SIDE,

TYPICAL

SLAB ON GRADE CJ

SLAB BLOCKOUT BLOCKOUT INSIDE ANGLE AT
90° ALIGN BLOCKOUT TO
CONTROL JOINT ANGLE 45°

SEE PLANS FOR COLUMN
TYPE
135° CORNER

EDGE COLUMN CORNER COLUMN

INTERIOR COLUMN
A

SECTION C-C
B
4" MIN
9" MAX, TYP
C
(2)-#4 CONT
B-B
C-C

FILL BLOCKOUT COLUMN BEYOND

AFTER SLAB POUR,

CONC TYPE SHALL BE

THE SAME AS SLAB
1 1/2"X3 1/2"

KEYED JOINT AT

THICKENED SLAB EDGES

SECTION B-B

EDGE OF SLAB
/BLOCKOUT
(2) #4 CONT
BENT #4 BAR

AT EA SIDE
TYPICAL BENT #4 BAR
#5 BARS

TO MATCH SLAB
REINF

WHERE HOUSE

KEEPING

PAD IS NEEDED
SEE
MAX WT = #
1 1
8 S-1.1
6" MIN
TYP
3" CLR
TYP
18" MIN
LAP
SPLICE

SLAB ON GRADE

PER PLAN
DET
'A'

ANCHORAGE

PER MEP DRAWINGS
#5 BARS @ 12" O.C.

E.W. AT TOP &
BOTTOM
1/2" NEOPRENE FILLER
EXP. JOINT ALL AROUND

AT EXTERIOR

CONDITION

FINISH GRADE

CONC EQUIPMENT PAD

EXTERIOR SLAB ON GRADE

ANCHORAGE
PER
M.E.P.

DRAWINGS
DIMENSION PER M.E.P. PLANS
3" CLR
6" CLR MIN
OR (6) BOLT DIA
2" CLR
73" MAX 18" MIN

SEE ARCH/MEP
4" MIN U.N.O.

S-1.1 SCALE:N.T.S.
9 TYPICAL SLAB ON GRADE DETAILS
S-1.1 SCALE:N.T.S.
5 TYPICAL CONC REINFORCEMENT DETAILS AND DEVELOPMENT LENGTHS S-1.1
SCALE:N.T.S.
3 TYPICAL REINFORCING BAR WELDING
S-1.1
SCALE:N.T.S.

REINF BAR SPLICES
7 AT CONT WALL FTGS INTERSECTIONS
S-1.1
SCALE:N.T.S.
8 TYPICAL CONCRETE PAD AND CURB ON GRADE
S-1.1
SCALE:N.T.S.
16 TYPICAL SLAB ON GRADE CONTROL JOINT
S-1.1
SCALE:N.T.S.

TYPICAL SLAB ON GRADE CONTROL JOINT
15 (FOR SLAB THICKNESS 4" TO 6")
S-1.1 SCALE:N.T.S.
13 TYPICAL SLAB ON GRADE BLOCKOUT AT COLUMN
S-1.1
SCALE:N.T.S.
10 EQUIPMENT PAD ON GRADE (INTERIOR)
S-1.1
SCALE:N.T.S.
11 TYP ISOLATED EQUIPMENT PAD (EXTERIOR)

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:37AM TYPICAL DETAILS-REBAR & S.O.G
S-1.1
87 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

CUT BACK SPALL

NEAT CUT TRENCH

CL CURB

MINIMUM FORMWORK
(UNLESS FULLY

FORMED)

CONTINUOUS

CLEAN-OUT
2X PLANKING
TYP

FOOTING WIDTH SHOWN
ON DWG +2" MIN
4" MIN
6"
MIN
NOTES:

1. FOOTINGS POURED AGAINST EARTH ARE SUBJECT TO APPROVAL OF GEOTECH. ENGR.

2. FOOTING WIDTHS SHALL NOT BE MORE THAN 4" WIDER THAN SHOWN ON PLAN.

3. FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED.

4. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE GEOTECHNICAL ENGINEER.

THE MINIMUM FORMWORK SHOWN ON THE DRAWINGS IS MANDATORY TO ENSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO AND DURING THE PLACING OF CONCRETE.

5. CONT CLEAN-OUT STAKES NOT PERMITTED IN THE FTG AREA.

6. AFTER CONCRETE HAS SET, REMOVE LAITANCE AND SCUM.
2 1

NO EXCAVATION PERMITTED BELOW THIS LINE

OR PER SOILS ENGINEER'S RECOMMENDATION

BOTT OF FTG
NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OR OTHERWISE MAINTAINING THE SIDES OF

THE EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS COMPLETED PER SPECIFICATIONS AND GEOTECHNICAL REPORT. 9" MIN
1' - 6" MIN

SEE FOR

ADDT'L INFO
9 S-1.2
KEY x 2/3 FTG WIDTH

CENTERED VERT
BARS SHALL BE CONT.THRU

JOINT OR PROVIDE LAP SPLICE AS

SHOWN SEE
DETAIL

CONTINUOUS LONGITUDINAL

REINFORCEMENT PER PLAN
NOTES:

1. PROVIDE ADEQUATE SUPPORT FOR LONGITUDINAL REINFORCEMENT WITHIN 6" OF JOINT USING FOOTING TIES, VERTICAL DOWELS OR OTHER MEANS.

2. SECTIONS SHOWN ARE AT CENTER OF FOOTING IN LONGITUDINAL DIRECTION. 1ST POUR 2ND POUR

BOTTOM OF FTG
1 1/2"
D/3
7 1/4" MAX
0"
TYP
"D"
2' - 6" MAX
5 S-1.1
T.O. SLAB

CONC SLAB ON GRADE PER PLAN

FOOTING AND REINF PER PLAN

SEE MEP DRAWINGS FOR

ADDITIONAL INFORMATION

PIPE/ CONDUIT

WRAPPED WITH
1" THK FOAM PASSING

VERTICALLY THROUGH

FOOTING AND FIT

BETWEEN REINF

WALL/COLUMN

WHERE OCCURS

LONG REINF

PROVIDE
1:6 BEND

AS REQ'D

WHERE TIE

ARANGEMENT

IS INTERUPTED,

INSTALL
DOUBLE

AS SHOWN

INTERRUPTE
TIE MAX 1 TIE
TO BE

INTERRUPTED
PIPE/CONDUIT WRAPPED WITH 1" THK FOAM W/
SWEEP INSIDE FTG TO FIT WITHIN D/3

COORDINATE PIPE/CONDUIT TO FIT

BETWEEN REINF

SECTION
PLAN
9 S-1.2
D
D/3
D/3
MAX D/3
d
1" CLR
TYP
d
1" CLR

MIN TYP
3 x LARGEST "d"
MIN
1" CLR

MIN, TYP

CONC FILL

BELLOW FTG

NO PENETRATIONS HERE
8" Ø MAX
NOTES:

1. FOR FTG REINFORCING SEE PLANS AND DETAILS.

2. VERTICAL WALL DOWELS SHALL EXTEND TO BOTTOM OF FOOTING.

3. TRANSVERSE STEEL NOT SHOWN FOR CLARITY.

4. TWO STEPS ARE SHOWN, DETAIL FOR SINGLE STEP OR ADDITIONAL STEPS IS SIMILAR.

LOCATION OF STEP
INDICATED ON PLAN:

REINFORCING TO MATCH

LONGITUDINAL

TOP BAR WHERE OCCURS,

TYPICAL
90° BEND, TYPICAL
B.O. FOOTING

PER PLAN
STIR-UPS PER PLAN @ GRADE BEAM
(NOT ALL STIR-UPS SHOWN FOR CLARITY)
1/2 TIE SPACING "D"
"S"
MIN
2"S"
MIN
$ $
1/2 TIE SPACING
"D"
"S"
1' - 6" MAX
"D" MIN

LAP SPLICE

UNO TYP
5 S-1.1
"S"
1'-6" MAX

MAX OUTSIDE
SLEEVE DIA 12"
(NOMINAL)
OR D/3
(WHICHEVER IS

SMALLER)

TYPICAL STIRRUPS
ADD 1 STIRRUP EA

SIDE OF SLEEVE

END OF FOOTING

ENLARGE STIRRUPS AT

DEEPENED FOOTING

MATCH SIZE & SPACING OF

TYPE STIRRUPS
ADD 1

STIRRUP EA

SIDE OF
SLEEVE
STIRRUPS @ 4" O.C.

ALONG

LENGH OF SPLICE

ADD BOT BARS, MATCH

SIZE & QUANTITY OF

INTERRUPTED BARS

INTERRUPTED BARS
1 6 SLEEVE,
SEE
FOR

MAXSIZE
1 1

SLEEVE,
SEE

FOR MAX SIZE

ADD HANGER STIRRUPS

EA SIDE

TYPICAL STIRRUPS

UNINTERRUPTED BARS
#4 BARS @ 18" O.C.,
MIN OF 2

PIPE OR CONDUIT PENETRATION

THRU MIDDLE THIRD

PIPE OR CONDUIT PENETRATION

BELOW MIDDLE THIRD

PIPE OR CONDUIT BELOW

BOTTOM REINFORCEMENT
NOTES:

1. DO NOT CUT REINFORCING AT OR ONLY CUT INTERRUPTED REINFORCING AT .

2. PROVIDE MINIMUM 2" CLEAR BETWEEN SLEEVE AND REINFORCING .

3. INSIDE Ø OF METAL SLEEVE SHALL BE 2" MIN LARGER THAN OUTSIDE Ø OF PIPE.

4. CAULK SEAL GAP AT SLEEVE-TO-PIPE/CONDUIT INTERFACE ON EXTERIOR SIDE OF FOOTING .

5. IF PIPE OR CONDUIT PENETRATION OCCURS AT EITHER TOP OR BOTTOM REBAR SPLICE LOCATION PROVIDE 2 ADDITIONAL SHEAR STIRRUPS FOR A TOTAL OF 4 SHEAR STIRRUPS ON EACH SIDE OF PENETRATION .

A
B
A C
A
A
B C

SMALLER OF
(3XDIA-1) OR D
4X LARGER OF
DIA-1 OR DIA-2
DIA-1
DIA-2
2" CLR
TYP
D/3
MIN
D/3
MIN
D
2" CLR TYP
CLASS "B"

LAP SPLICE
CLASS "B" LAP EA SIDE
(2' - 0" WHERE TOP BARS DO NOT OCCUR)
2" CLR TYP

TO ALL REINF
T.O.F.

B.O.F.

T.O.F.

B.O.F.

PROVIDE D/3"
MIN
T.O.F.

B.O.F.

IF DIMENSION BETWEEN TOP

OF SLEEVE AND BOTTOM OF

FOOTING IS GREATER THAN OR
EQUAL TO 4" NO ADDTIONAL

REINFORECEMENT IS
REQUIRED.

SEE
DET.
9 S-1.2
12" MIN
NOTES:

1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.

2. IF REQUIREMENTS AS SHOWN CANNOT BE MET, STEP FOOTING PER TYPICAL 'STEPPED FOOTING' DETAIL.

3. REFERENCE CBC SECTION 1805A.4.7

TO BE POURED

AGAINST UNDISTURBED SOIL

FTG SHALL BE

STEPPED SO THAT THIS

DIM DOES NOT EXCEED
3' - 0" IN ANY CASE

SECTION
ADD # 4 X 48" LONG

BARS T&B OF SLEEVE

ADD STEM VERTICAL BARS

EA SIDE OF SLEEVE
(AT GRADE BEAM SEE

FOR ADDITIONAL INFO)
A-A

NO PIPE SHALL PASS
THROUGH THE FOOTING.

PIPE TRENCH SHALL

BE LOCATED

SO THAT FTG WILL

NOT BE UNDERMINED

PLACE CONC FILL AROUND

SLEEVES BEFORE POURING
FTG PADS.

FILL SHALL BE SAME WIDTH

AS FTG AND FULL WIDTH OF
THE PIPE TRENCH.
2 1

POUR JOINT BACKFILL PER

SPECIFICATIONS

FTG INFLUENCE LINE
1' - 6"
MIN
9"
3' - 0"
MAX

NO PIPES TO BE PLACED

WITHIN THIS HEIGHT
2" CLR

SLEEVE TO REBAR
3"
MIN 3"
MIN

FTG STEM
2' - 6"
MIN
1' - 6"

MIN, TYP
5 S-1.2
A-A
4"
MIN
6"
MIN
PIPE W/ METAL SLEEVE.

INSIDE Ø OF METAL SLEEVE SHALL
BE 2" MIN LARGER THAN OUTSIDE Ø
OF PIPE. MAX PIPE METAL SLEEVE
OUTSIDE DIAM 9".

FOR SPACING BETWEEN SLEEVES

SEE DETAIL SIM
PIPE W/ METAL SLEEVE.

INSIDE Ø OF METAL SLEEVE
SHALL BE 2" MIN LARGER THAN
OUTSIDE Ø OF PIPE. MAX PIPE
METAL SLEEVE OUTSIDE DIAM 9".

INSIDE Ø OF METAL SLEEVE
SHALL BE 2" MIN LARGER THAN
OUTSIDE Ø OF PIPE
5 S-1.2

NO EXCAVATION ALLOWED

BELOW THIS LINE

FOOTING

BALANCE
OF
INFO
SEE
DET.
2 S-4.1

WALL BEYOND
#4 BARS

SPACING

TO MATCH

SLAB BAR

SPACING

SLAB ON GRADE

PER PLAN

SLAB EDGE PER

EXTERIOR SLAB
FS SEE

ARCH/CIVIL
12 db
12 db
T.O. SLAB

FINISH WHERE OCCURS
12"
MIN
9 S-1.1
C
0"
S-1.2 SCALE:N.T.S.
1 FOOTING POURED AGAINST EARTH
S-1.2
SCALE:N.T.S.
3 TYPICAL EXCAVATION PARALLEL TO FOOTING
S-1.2 SCALE:N.T.S.
2 CONSTRUCTION JOINT AT FOOTING/ GRADE BEAM
S-1.2
SCALE:N.T.S.
4 PIPE/ CONDUIT SWEEP THRU FOOTING
S-1.2
SCALE:N.T.S.
8 TYPICAL STEPPED FOOTING GRADE BEAM
S-1.2 SCALE:N.T.S.
5 TYPICAL PIPE OR CONDUIT PENETRATIONS THRU CONTINUOUS FOOTINGS S-1.2 SCALE:N.T.S.
9 PIPE TRENCH FOOTING DETAIL
S-1.2
SCALE:N.T.S.
12 FOOTING @ OPENING

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:39AM

TYPICAL DETAILS- FOOTING AND EXCAVATION
S-1.2
88 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
#4 BARS

SPACING TO MATCH

SLAB BAR SPACING
TYP
T.O. SLAB

SLAB ON GRADE

PER PLAN
12 db
12 d T.O.F b

PER PLAN

THICKENED EDGE

ALTERNATE IN

LIEU OF VERTICAL
1 TYPICAL SLAB EDGE BARS.

PER
DET.
#4 CONT @ 12" O.C.

FOOTING PER
PLAN
1 12"

TURNDOWN
6" MIN
SLAB

PAVEMENT/LANDSCAPE

PER CIVIL/ARCHT'L DRW'GS

EXTERIOR WALL/CURB

WHERE OCCURS
9 S-1.1
"DET. C" WF

PER PLAN
SF. PER PLAN SCHEDULE

CONT WF REINF
THRU SF.

BEND IN WF REINF. SLOPE
6 HORIZ TO 1 VERT
2" MAX TO

FIRST TIE TYP
WF CONT THRU SF. (ELEV) SF. REINF
2" MAX TO

FIRST TIE TYP
1:6 BEND IN

WF REINF

WF PER PLAN
3" CLR TYP
1V:6H
SF. REINF
WF TERMINATES @ SF. (ELEV)
G.B. & REINF

PER PLAN
Ld
MIN
WALL FTG PERP.

WHERE OCCURS
REINF

PER PLAN

WALL FTG
BM
2" MAX
WF @ GB (PLAN VIEW)
SF. PER PLAN SCHEDULE

CLGB CLSF

EXTEND SF INTO GB

INCLUDING REINF

LAP SPLICE
TYP
3 C
"
LR
#5 DOWELS (W/1:6 BEND)
TO MATCH "SF" REINF
24"
MAX
T.O.F

TOP OF SLAB

PER PLAN
LOWER TOP REINF +/- 3" MAX

AS REQ'D TO AVOID

DISRUPTING GB REINF

PROVIDE DOWEL TO

MATCH EVERY-OTHER

GRADE BEAM BAR T&B

EDGE OF GB PER PLAN

SF AND REINF PER PLAN
LAP SPLICE PROVIDE 1:6 BEND IN BAR
TYP

GRADE BEAM AND

REINF PER PLAN
A
A B
C D
E
A
C B B
D
E
TIES/TRANS. REINF

PER PLAN TYP

FTG WIDTH

PER PLAN
2" MAX TO

FIRST TIE
LONG. REINF "THRU"
(DASHED LINE DENOTES INNER
LAYER) PLAN "L" SHAPE PLAN "T" SHAPE PLAN "+" SHAPE

PLAN FREE END

FTG WIDTH

PER PLAN
2" MAX TO

FIRST TIE
LONG. REINF. "THRU"
(DASHED LINE DENOTES

INNER LAYER)
TIES/TRANS. REINF

PER PLAN TYP
INNER TIES/TRANS.

REINF. PER PLAN FTG WIDTH PER PLAN
LONG. REINF "THRU"
(DASHED LINE DENOTES

INNER LAYER)
2" MAX TO

FIRST TIE

FTG WIDTH

PER PLAN
TIES/TRANS. REINF

PER PLAN TYP
3" CLEAR
2" MAX TO

FIRST TIE

FTG DEPTH

PER PLAN

BENT IN
LONG. REINF 1V:6h BEND IN

REINF TYP
LONG. REINF
"THRU"

FTG DEPTH

PER PLAN

BENT IN
LONG. REINF LONG. REINF
"THRU"

TIES (BEYOND)

PER PLAN

FTG DEPTH

PER PLAN

BENT IN
LONG. REINF
LONG. REINF
"THRU"

TIES (BEYOND)

PER PLAN
1V:6h BEND IN

REINF TYP

BENT IN
LONG. REINF
LONG. REINF
"THRU"

FTG DEPTH

PER PLAN
2" MAX

TO FIRST TIE
LONG. REINF
"THRU"

FTG DEPTH

PER PLAN
@ GB, DENOTES THRU

REINFORCEMENT ON PLAN SHEETS
PROVIDE STD HOOK @ ALL
REINFORCEMENT ENDS.

FTG PER PLAN

SLAB ON GRADE
NOTE:

BALANCE OF INFO SEE SOILS REPORT.

TYPICAL EXCAVATION SECTION
1 1

ENGINEERED FILL

PER SOILS REPORT
DIM "A":

AS NEEDED TO REMOVE ALL OF THE UNDOCUMENTED FILL SOILS AND A PORTION OF THE NEAR SURFACE NATIVE ALLUVIUM AND AT LEAST 3 FEET MINIUM BELOW BOTTOM OF FOOTING, OR TO A DEPTH OF 6 FEET BELOW EXISTING GRADE, OR 3 FEET BELOW PROPOSED BUILDING PAD, WHICH EVER IS DEEPER.

DIM "B":
5 FEET MINIMUM BEYOND EDGE OF FOOTING OR DEPTH OF FILL BELOW THE FOUNDATIONS, WHICH EVER IS DEEPER.

DIM"B" DIM"A"
S-1.3 SCALE:N.T.S.
1 TYP SLAB TURNDOWN AT DEEPENED FOOTING
S-1.3 SCALE:N.T.S.
2 WALL FTG SPREAD FTG/GB
S-1.3
SCALE:N.T.S.
3 SPREAD FOOTING AT GRADE BEAM
S-1.3 SCALE:N.T.S.
5 FOOTING INTERSECTION

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:41AM

TYPICAL DETAILS- FOOTING AND EXCAVATION
S-1.3
S-1.3
SCALE:N.T.S.
7 OVER EXCAVATION AT TYP FDN WHERE GRADE BEAM OCCURS
89 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
HDR PER SCHED.

HDR PER SCHED.
(16 GA CONT. TRACK IF
"L" IS
C LARGER THAN 16' - 0")
A
F F
TYP.

A
F F
B SILL
TRACK
C
TYP.

TYP.

C
TYP.

MAX HT FOR INTERIOR METAL STUD SIZE (1 5/8" FLANGE WIDTH) @ 16" O.C.

MAX LOAD= 7.5 PSF (L/240)
B C
E
D
A
F
F
F

SILL/HEAD TRACK

DOUBLE JAMB PER
CLIP ANGLE:
16 GAX2X2X (STUD WIDTH
LESS 1")
W/ (3)-#10 SMS EA LEG
#10 SMS EA SIDE

SILL/HEAD TRACK
STUD X 4"
(3)-#10 SMS

DOUBLE JAMB PER
(1)-BAY BLOCKING MIN

DOUBLE JAMB
#10 SMS EA SIDE

HEAD TRACK

CUT AND FOLD OVER

TRACK WEB AS
SHOWN
(2)-#10 SMS
NOTE:

SEE DETAILS D & E FOR ALTERNATE CONNECTION
AS CONTRACTORS OPTION.
(2)-#10 SMS

SILL TRACK

CUT AND FOLD OVER TRACK

WEB AS SHOWN
#10 SMS EA SIDE

DOUBLE JAMB
HEADER

MEMBERS

SEE SCHED

EXTEND WEBS & LAP TO
STUDS, FASTEN W/ (2)-#10

EA SIDE

HEADER BEAM SCHEDULE
(INTERIOR NON-BEARING PARTITIONS)
SPAN "L" LINTEL SIZE
≤ 4' 0" 16 GA TRACK, WIDTH TO MATCH
> 4' - 0" ≤ 8' - 0" (2) 6"X20 GA METAL STUDS (600S162-33)

CONDITION
DET. A - 2
DET. A - 1

DETAIL DETAIL

ALTERNATE

METAL STUD SCHEDULE UNO ON PLAN
REF: STEEL STUD MANUFACTURER'S ASSOCIATION (ESR-3064P)
TRACK

NOMINAL
STUD
SIZE

SSMA PRODUCT

IDENTIFICATION
STUD

SPACING

MINIMUM PROPERTIES
Ix (in4) Ma (in-k)
BOTTOM
TRACK
6"x1 1/2"x16GA 600T150-54 - 2.400 0.609 18.24
TOP
TRACK
6"x1 1/2"x16GA 600T150-54 - 2.400 0.609 18.24

CAPPING
TRACK
6"x2"x16GA 600T200-54 - 2.641 0.717 21.48 NON-BEARING - HEADER DIRECTLY OVER OPENING

HEADER DETAIL
GAUGE
3 5/8" 4" 6" 8"
14 15'-3"
18'-10" 26'-2" 33'-4"
16 16'-4" 17'-8" 24'-6" 31'-1"
18 17'-5"
16'-6" 22'-10" 29'-0"
2 1/2"
-

MEMBER WEB DEPTH
Sx (in4)
MAX WIND = 5PSF
> 8' - 0" ≤ 12' - 0" DET. A - 1 (2) 6"X18 GA METAL STUDS (600S162-43) > 12' - 0" ≤ 16' - 0" DET. A - 1 (2) 8"X16 GA METAL STUDS (800S162-54) MAX OPENING "L" OR COMBINED

OPENING
L= L(RIGHT) + L (LEFT) AT

ADJACENT OPENING
NOTES:

1. JAMB STUDS DEPTHS SHALL MATCH TYPICAL WALL STUD DEPTHS.

2. * DENOTES TSN (THE STEEL NETWORK) CLIPS. (ICC-ESR-2049) TYP. JAMB SHCEDULE
@ SINGLE WINDOW
OR
BOTTOM

CONNECTION

TYPICAL SECTION

FOR METAL STUD
& TRACK SEE SCHEDULE

CONNECTION TO STRUCTURE PER
PLAN
#10 SMS EA
STUD

EA SIDE

BOTTOM CONNECTION TOP CONNECTION

TYPICAL FOR METAL STUD
& TRACK SEE SCHEDULE

TOP TRACK
(FOR NON-BEARING

SEE DETAIL )

BOTTOM TRACK
(2)-#10 SMS @
16" O.C. TYP
16GA TRACK TYP

STUDS PER

SCHEDULE
#10 SMS @ 8" O.C. EA
FLANGE

STUDS PER

SCHEDULE

WELD OPTION SCREW OPTION
IF "L" IS
LARGER
THAN 16' - 0",
TYP.

JAMB STUD SCHEDULE
L < 6' - 0"
6' - 0" < L < 10' - 0"
10' - 0" < L < 16' - 0"
_
_
_
_
_
HT < 16' - 0" (INTERIOR)

STUDS CONN AT TOP TRACK
(2) 400S162-33 SL400*
_
(2) 600S162-33 SL600*
(2) 400S162-33 SL400*
(2) 400S162-43 SL400*
(2) 600S162-43 SL600*
(2) 600S162-43 SL600*
2 CONDITION 1CONDITION
10"
MIN
10"
MIN
10"
MIN
10"
MIN
"L"
"L"
13 S-1.4
13 S-1.4
13 S-1.4
DET
"B"
11 S-1.4
12 S-1.4
13 S-1.4
DET
"A"
3 S-1.5
11'-5"
-
MAX HT FOR INTERIOR METAL STUD SIZE (1 5/8" FLANGE WIDTH) @ 16" O/C MAX LOAD= 5 PSF (L/240)
GAUGE
3 5/8" 4" 6" 8"
14 17'-5"
21'-6" 30'-0" 38'-2"
16 18'-8" 20'-2" 28'-0" 35'-7"
18 19'-11"
18'-10" 26'-2" 33'-1"
2 1/2"
-

MEMBER WEB DEPTH
13'-1"
-
(1/8)
1 1/2-16
TYP.

NOTE:

1. PROVIDE STUDS, TRACKS AND BRACING PER SCHEDULE BELOW:

2. ALL STUDS AND TRACKS SHALL CONFORM TO ASTM A1003.
a. 18GA AND LIGHTER: MINIMUM YIELD POINT OF 33 KSI
b. 16GA AND HAVIER: MINIMUM YIELD POINT OF 50 KSI.
c. ALL STUDS AND TRACKS SHALL BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) LISTED IN ICC REPORT NO. ESR-3064P. ALL STUDS AND TRACKS SHALL COMPLY WITH ICC REPORT NO. ESR-3064P.

3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON ANGLE (SUCH AS BRACING) TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY POSITION UNTIL PROPERLY FASTENED.

4. STUD AND TRACKS SHALL BE ATTACHED BY WELDING AND SHEET METAL SCREWS AS NOTED ON THE DRAWINGS.

5. MANUFACTURER PROVIDED PUNCH-OUTS MAY BE LOCATED ALONG THE CENTERLINE OF THE WEBS OF THE FRAMING MEMBERS. PUNCH-OUTS SHALL HAVE A MINIMUM CENTER-TO-CENTER SPACING OF 24".

PUNCH-OUT SHALL HAVE A MAXIMUM WIDTH OF HALF THE MEMBER DEPTH OR 2 1/2", WHICHEVER IS LESS, AND MAXIMUM LENGTH OF 4 1/2".

6. SPLICES IN STUDS AND BRACES SHALL NOT PERMITTED.

7. ALL FRAMING SHALL BE COORDINATED WITH GLAZING MANUFACTURERS, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER TRADES.

8. PROVIDE 0.08" THICK x 1.1" SQUARE OR 1.425" ROUND WASHERS FOR ALL POWDER ACTUATED FASTENERS.

9. LOCATE PUNCHOUTS 10" CLEAR OF CONNECTIONS. IF PUNCH IS CLOSER THAN 10" TO CONNECTION, SEE DETAIL 13 S-1.4 / DET "C"
A
B
A C
C
B

METAL STUD FASTENER SCHEDULE

STUD PERPENDICULAR TO

STEEL DECK

STUD PARALLEL TO STEEL DECK

BETWEEN FLUTES

STUD PARALLEL TO STEEL

DECK ON FLUTE

MARK FASTENERS SIZE & SPACING REMARKS
1 HILTI 0.157" DIA. X-U SHOT PIN
@ 32" O.C. W/ 1 1/2 " MIN EMBED
ESR-2269
2 ESR-2269
3 #10 SMS AT ROOF METAL DECK
4 #10 SHEET METAL SCREW
5 #12 SHEET METAL SCREW
6 HILTI KH-EZ 1/4" X 1.18" EMBED.

SCREW ANCHOR @ 24" O.C.

ESR-3027
NOTES:

1. MAXIMUM STUD HEIGHT "H" FOR STUDS @ 16" O.C. PER SCHEDULE

2. SEE ARCHITECTURAL FOR OTHER CONDITIONS.

3. LIMIT PER (2016 CBC TABLE 1604A.3)
L/360 - W/ PLASTER AND STUCCO FINISHES.

L/240 - W/ OTHER BRITTLE FINISHES.

L/120 - W/ FLEXIBLE FINISHES. .

4. STUDS CARRYING EQUIPMENT OR CASEWORK WEIGHING 40 LBS OR MORE SHALL BE 16GA MIN.
.

NOTES:

1. FOR STEEL STUD AND TRACK TYPE SEE PLANS,

SECTIONS AND METAL STUD SIZE SCHEDULE ON DETAIL

2. FOR METAL STUD FASTENERS, SEE METAL STUD FASTENER SCHEDULE.

3. ALL POWER DRIVEN FASTENERS TO HAVE A MINIMUM PENETRATION OF 1 1/4".

EACH SIDE EACH
STUD

EDGE OF SLAB OR
CURB

TYPICAL FOR METAL STUD &

TRACK TYPE SEE WALL SECTIONS
& METAL STUD SCHEDULE
@ EACH LOW
FLUTE
(2 PER FLUTE)

EACH SIDE
EACH
STUD
PL 16GAX3X15
@ 16" O.C.
16 GA SLP-TRK
(ICC-ESR-2012) TOP
TRACK
@ EACH END
OF PL (2 PER PL)

EACH SIDE

EACH STUD

EACH SIDE

EACH STUD

METAL STUD
PER

SCHEDULE
16GA BOTTOM TRACK,
TYP
NOTE: FOR PARTIAL -
HT

PARTITIONS SEE
@ EA PL (2 PER PL)

STUD TO DECK DETAIL
LT WT CONC. W/MTL DECK W/O CURB
HILTI 0.157" DIA. X-U SHOT PIN
@COMPOSITE DECK
W/ 1 1/2" MIN EMBED

STUD TO BOTTOM TRACK
ESR-1408
ESR-1408
ESR-1408

CONC FILL

OVER MTL

DECK (TYP)

CONC FILL OVER

MTL DECK (TYP)

CONC FILL OVER

MTL DECK (TYP)
@ 16" O.C.

METAL STUD ELEVATION

TOP OF SLAB

AT CURB
7 5/8" X 12" HEADED BOLT @ 32"O.C.

W/ STD WASHER TYP. (MIN.4"EMBED)
-
PAF: POWER ACTUATED FASTENER (LOW VELOCITY) OR POWER DRIVEN FASTENER HOLES FOR A.B. SHALL BE 1/16" LARGER THAN BOLT SIZE.

CONC. SLAB W/O CURB
REINF. OF STUD AT PUNCHOUT

PL OVER HOLE TO MATCH STUD

GAGE AND DEPTH
#10 SMS @ 3" MAX E.W. (7

MIN AS SHOWN)
#10 SMS @ 3" O.C. MAX E.W.

C-C SECTION
1 4
6 2
4 2
4 5
4 2
C-C
3 3
3 7
10"
MIN
3"
MIN
3/4"
3/4"
10"
TYP
3"
MIN
1/2" TYP
"H"
S-1.4
11 S-1.4
11 S-1.4
11 11
S-1.5
5 S-1.4
5 S-1.4
5 S-1.4 /
COLD-ROLLED 075U50 - 54
@ MAX 32"O.C. CONT
CLIP ANGLE, DEPTH = 80% OF

STUD DEPTH (D)
(2)-#10 SDSTS EA CLIP ANGLE TO

MTL STUD, TYP

METAL STUD
(2)-#10 SDSTS EA CHANNEL TO CLIP

ANGLE, TYP

SEE SCHEDULE ON THIS SHEET

FOR METAL STUD & TRACK SIZES
43 MIL MIN

THICKNESS
(WELD

OPTION)
D

TRACK BLOCK PIECE TO MATCH WALL
STUD CLIP FLANGE & BEND INSTALL @ 8' - 0"
O.C. HORIZ.

METAL STUD
GYP
BOARD
PROVIDE (4) MIN #10 SDSTS

PER MTL TRACK BLK'G, TYP
18GA x 1 1/2" MIN.

FLAT STRAP
@ 32" O.C. MAX.

SEE SCHEDULE ON THIS SHEET

FOR METAL STUD & TRACK SIZES
(1)-#10 SMS

EA STUDS
(2)-#10 SMS TYP.
+/- 3"
600S162-54 CONT. NOTCHED TRACK
ANCHOR BACKING TO 3 STUDS MIN.
(EXTEND TO NEXT STUD BAY BEYOND

ITEM BEING SUPPORTED)
NOTE:

1. USE #10 S.M.S. WHEN ATTACHING
ITEMS TO BACKING, U.N.O.

2. MAX WT. = 150LBS
(3)-#10 S.M.S. TYP.

TOP TRACK OR LEDGER

PER SCHEDULE
(20)-#10 SMS

ON EA FLANGE,

EA SIDE OF SPLICE
1/2" MAX

SPLICE TRACK TO MATCH

TOP TRACK OR LEDGER
(MIN. 36" LONG.)

LEDGER,TOP TRACK OR SILL

PER TYPICAL DETAILS
S-1.4 SCALE:N.T.S.

REF DET:13 / S-1.4
5 TYPICAL NON-BEARING AND MTL STUD SCHED. & WALL FRAMING (INTERIOR) S-1.4 SCALE:N.T.S.

REF DET:5 / S-1.4
13 STEEL STUD BRACING DETAIL (INTERIOR ONLY)
S-1.4
SCALE:N.T.S.

REF DET:5 / S-1.4

BRIDGING CHANNEL W/ CLIP ANGLE
11 (WITHOUT PLYWOOD/GYP BOARD)
S-1.4
SCALE:N.T.S.

REF DET:5 / S-1.4

SINGLE FLAT STRAP BRIDGING W/ BLOCKING
12 (WITH PLYWOOD/GYP BOARD ON ONE SIDE)
S-1.4
SCALE:N.T.S.
15 BACKING DETAIL
S-1.4
SCALE:N.T.S.
16 TOP TRACK, LEDGER & SILL SPLICE DETAIL

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:44AM

TYPICAL DETAILS-METAL STUD
S-1.4
90 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

TOP TRACK
STUDS
C
1 1/2"x18GA STRAP
TYP

CONT BENT PL
NOTE:
1 1/2"x18GA STRAP IS NOT REQUIRED
WHEN "H" IS LESS THAN 3' - 0".

B
TYP.

C TOP & BOT TYP

DIAG STRAP
#10 SMS EA STUD

STUD FLANGE

DIAG STRAP
TRACK
#10 SMS

WALL ELEVATION
B
A
"H"

INTERIOR METAL CEILING JOIST SCHEDULE

NOMINAL
SIZE

SSMA PRODUCT
IDENTIFICATION Ixx(IN ) Sxx(IN ) 3 SPACING
(IN)

MAXIMUM
SPAN (L1)
3 5/8"x20GA
4"x18GA
6"x18GA
8"x18GA
362S162-33
400S162-43
600S162-43
800S162-43

0.551

0.892

2.316

4.633

0.304

0.446

0.772

1.158
16 16
16 16
8' - 6"
9' - 6"
11' - 0"
12' - 0"
NOTES:

1. JOIST AND TRACK DESIGNATIONS ARE BASED ON STEEL STUD MANUFACTURER'S ASSOCIATION (ICC ER-3064P).

2. DESIGN LOADS:

DEAD LOAD = 20 PSF

3. SEE TYP. CEILING JOIST FRAMING DETAIL

5. WHERE JOIST IS CUT, PROVIDE DOUBLE JOIST TO ADJ. CEILING JOIST NEXT TO CUT JOIST (DO NOT CUT MORE THAN ONE JOIST).

6. SEE DETAIL FOR BRACING REQUIREMENTS.

STUD
BLKG. SIMPSON L30 @ 3 5/8" OR 4" JOIST
((2)-#10SMS PER LEG)
L50 @ 6" JOIST,((3)-#10SMS PER LEG)
L70 @ 8" JOIST,((4)-#10SMS PER LEG)
(ICC -ESR 3046)

CEILING JOIST

PER SCHEDULE
16GA TRACK WITH
2" FLANGES TO

MATCH JOIST

JOIST INTO WALL A
STUD
BLKG.

JOIST PARALLEL TO WALL B
JOIST
BLKG @ 24" O.C. PER
#10 SMS TYP
16GA TRACK WITH
2" FLANGES TO

MATCH JOIST
SIMPSON L30 @ 3 5/8" OR 4" JOIST
((2)-#10SMS PER LEG)
L50 @ 6" JOIST,((3)-#10SMS PER LEG)
L70 @ 8" JOIST,((4)-#10SMS PER LEG)
(ICC -ESR 3046)

STUD WALL

CLIP PER & A B

CEILING PLAN VIEW
A
B

PROVIDE ANGLE
CLIP EA. SIDE OF

DBL JOIST

FOR OPENING

SEE NOTES

PROVIDE DBL JOIST PER
NOTE 5 BELOW AND

USE WELDED OPTION PER
DET

TYP AROUND

OPENING
4 5
S-1.4
2" 2"
F 2
S-1.5
@ CONC WALL C
1/4"DIA.

HILTI KB-TZ-2 @16"O.C.
(3 1/2" MIN EMBED)
(ICC ESR-4266)

CONC WALL CONT TRACK
L 1 1/2"X3"X JOIST
DEPTH(16GA)
W/ (2)-#10 SHEET

METAL SCREWS

TO EACH LEG
7 S-1.5 /
2 S-1.5 /
USE (8)-#10-16
SCREW

ON EACH SIDE OF
BLOCKING.

BLOCKING NOTE: STRAP NOTE:

PLACE SOLID BLOCKING AT ENDS OF FLOOR

SYSTEM, ADJACENT TO ALL OPENINGS,
AND AT 10' - 0"O.C. MAX.

TOP STRAP NOT REQ'D. IF CONTINUOUSLY
ATTACHED RIGID SHEATHING IS USED.

TEMPORARY BRACING OF TOP FLANGE
DURING CONSTRUCTION MAY BE REQ'D.

TYP.

JOISTS
MIN. 18 GA RUNNER TRACK
SOLID BLOCKING @ 10' - 0''O.C.

MAX. MAKE RUNNER TRACK 8'' LONGER THAN
JOIST INSIDE SPACING.CLIP FLANGES OF
TRACK 4'' FROM EACH END.

BEND TRACK AT CLIPPED FLANGES.
(1)-#10-16

SCREW IN EACH

JOIST FLANGE

ATTACH BLOCKING TO
JOISTS W/ (2)-#10-16

SCREWS IN EACH
FLANGE AS SHOWN.
1-1/2'' X 20 GA @ 48"O.C. MAX
STRAPPING AT TOP OF JOISTS. (STRAPPING TO

START, END, & SPLICE AT SOLID BLOCKING)
RIGID

SHEATHING
WHERE
OCCURS
EQ

METAL STUD WALL

AS OCCURS

SUSPENDED STUD
& BRACE PER TYP

CANT JOIST

AS OCCURS

JOIST PER

BRACE NOT REQ'D
IF L1<4' - 0"
4"x16GA TRACK W/
#10 SMS TO EA. STUD &
JOIST
4"x16GA TRACK W/
#10 SMS TO EA. STUD &
JOIST

BRACING PER
TYP
3 S-1.5
2' - 6"
MAX
L1
PER SCHED.

L1
PER SCHED. 9
S-1.5
9 S-1.5
2 S-1.5
9 S-1.5
6" MAX
TYP
S-1.5
3 S-1.5
3 CL

IN-PLANE

BRACING
PER
1 MIN.
1 SUSPENDED

STUDS PER
4"x16GA STUD(400S162-54)
@4' - 0"O.C.

W/ (3)-#10 SMS EA END
MAX BRACE LENGHT = 9' - 0"

MTL STUD WALL

AS OCCURS
400S162-54
STUDS
@16"O.C.
2"x2"X16GA BENT PL
CONT WITH #10 SMS

EA LEG EA STUD/JOIST
(3)-#10 SMS
@ EA END WHERE

CEILING

JOIST OCCURS

CEILING JOIST

WHERE OCCURS
SEE
"L1" MAX
PER SCHED.
6"
MAX
4 S-1.5
10 S-1.5
9 S-1.5
9 S-1.5
1 S-1.5
#10 SMS AT EA
STUD. TYP

SUSPENDED STUD

PER PLAN

AND FRAMING DETAILS

MTL DECK
W/ CONC.
14GA FLANGE TRACK
(SIZE TO MATCH

SUSPENDED STUD)
CONC. FILLED DECK CONC. FILLED DECK
12 GA PL (4" WIDE)
OVER 2 FLUTES
@ EA STUD
14GA FLANGE TRACK
(SIZE TO MATCH

SUSPENDED STUD )
3/8"ø HILTIKB-TZ-2*
(2" MIN EMBED)
@ EA LOW FLUTE
(ICC ESR 4266)
TYP
(2)-3/8"ø HILTI KB-TZ-2*
(ICC ESR 4266)
TYP @ EA PLATE
#10 SMS AT
EA STUD. TYP
(2)-#10 SMS
@ EA. STUD.
* AT EXTERIOR USE WALL SUPPORT
5/8"∅ HILTI KB-TZ-2 W/ 3 1/2" EMBED
(ICC ESR 4266)

WALL PERPENDICULAR TO DECK FLUTES WALL PARALLEL TO DECK FLUTES

SUSPENDED STUD

PER PLAN

AND FRAMING DETAILS

AT CONNECTION

TO STEEL
SEE
DET.

A B
6 S-1.5
MIN 1"
TYP
3/8"ø HILTI KB-TZ-2
(2" MIN EMBED)
@ EA STUD
ICC ESR 4266, TYP
SUSP STUD @ STL
A
SUSP STUD @ STL @ OBSTRUCTION
B

CONC FILL
(WHERE OCCURS)
3/16" THK STL
(BM OR PL)
CONC
FILL

BEAM OR OTHER

OBSTRUCTION

PER PLAN
1" MAX E.O. TRACK

TO CL BOLT

METAL DECK
PER
DET
9 S-1.12
1/8 2"
@EA
STUD
1/8 2"
@EA
STUD

TRACK AND

SCREW TO STUD
PER
DET
4 S-1.5

TRACK AND

SCREW TO STUD
PER
DET
4 S-1.5

PERPENDICULAR TO DECK FLUTES (CONC FILLED METAL DECK)

PARALLEL TO DECK FLUTES (CONC FILLED METAL DECK)
PL 1' - 6"x3/16"
(MAY BE OMITTED

WHERE ANGLE

ALIGNS W/ LOW FLUTE)
CONC. FILLED

METAL DECK
(2)-3/8"Ø HILTI KB-TZ-2
W/ 2"MIN EMBED
(ICC ESR 4266)
(2)-3/8"Ø HILTI KB-TZ-2
W/ 2"MIN EMBED
(ICC ESR 4266)
A2
B2
DIAGONAL (3)-#10 SMS
BRACE
SECTION"2"
600T 150-68
2 (4)-#12 TEK
SCREWS

TRACK TO PLATE
600T 150-68
(OVER 2 FLUTES MIN.)
(3)-#10 SMS

DIAGONAL BRACE
CONC. FILLED

METAL DECK
1 2.5 MAX
1 MIN
1 2.5 MAX
1 MIN
1 1

FOR METAL STUD & TRACK SIZES

SEE DETAIL ON
CONT. METAL TRACK W/ 2-#10 SDS
EA. SIDE OF STUDS.

CEILING LINE
400S162-54 METAL
KICKER @ 48" O.C.
18 GA METAL ANGLE
W/(3) #10 SDSTS EA LEG, TYP EA

METAL KICKER BRACE

METAL STUD

MTL DECK

PER PLAN
PER
10 S-1.5
SEE
ARCH
5' - 0"
MAX
5 S-1.4 /

METAL STUD FASTENER SCHEDULE

STUD PERPENDICULAR TO

STEEL DECK

STUD PARALLEL TO STEEL DECK

BETWEEN FLUTES
@ EACH LOW
FLUTE
PL 16GAX3X15
@ 16" O.C.
16GA SLP TRACK
PER ICC ESR-2012
@ EACH END
OF PL (2 PER PL)
@ EA PL (2 PER PL)

CONC FILL

OVER MTL

DECK (TYP)

CONC FILL OVER

MTL DECK (TYP)

MARK FASTENERS SIZE & SPACING REMARKS
2 ESR-3027
5 #12 SHEET METAL SCREW
HILTI KH-EZ 3/8"X2 1/2"EMBED. @COMPOSITE
DECK
ESR-1408

SUPPORT
BELOW

SUPPORT
BELOW
2 2
5 3/4"
3/4"
2 1/2" DIA
MAX
6" METAL STUD

PER PLAN

CL OPENING
12" LONG MTL

STUD TO MATCH

WALL STUD
#12 SMS @
2" O.C.

METAL STUD

PER PLAN
B
A B
A
6"
6"
S-1.5 SCALE:N.T.S.

REF DET:3 / S-1.5
1 IN-PLANE BRACING
S-1.5 SCALE:N.T.S.

REF DET:3 / S-1.5
9 METAL CEILING JOIST SCHEDULE (INTERIOR ONLY)
S-1.5 SCALE:N.T.S.

REF DET:7 / S-1.5
2 CEILING JOISTS FLANGE BRACING
S-1.5
SCALE:N.T.S.
7 INTERIOR CEILING FRAMING
S-1.5
SCALE:N.T.S.

REF DET:5 / S-1.4
3 STUD BRACING (INTERIOR ONLY)
S-1.5
SCALE:N.T.S.

REF DET:3 / S-1.5
4 SUSPENDED STUD TO METAL DECK DETAIL
S-1.5 SCALE:N.T.S.

REF DET:4 / S-1.5
6 SUSPENDED STUD AT STEEL
S-1.5 SCALE:N.T.S.

REF DET:3 / S-1.5
10 WALL BRACE
S-1.5
SCALE:N.T.S.

REF DET:13 / S-1.4

NON-LOAD BEARING INTERIOR WALL
11 FRAMED TO CEILING W/ DIAGONAL KICKER
S-1.5
SCALE:N.T.S.
8 STUD TO DECK

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:47AM

TYPICAL DETAILS-METAL STUD
S-1.5
S-1.5
SCALE:N.T.S.
12 REINFORCING OF OPNG IN METAL STUD FOR PLUMBING
91 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

BEAM PER PLAN

METAL DECK

PER PLAN

IF BM IS FIRE PROOFED, PATCH

FIRE PROOFING AS REQ'D
16GA Z CHANNEL
@ 2' - 8" O.C., HEIGHT

AS REQ'D FOR FIRE

PROOFING
(1 1/2"MIN)
1 1/2"
SEE
L3X3 BRACING
AT 8' - 0" O.C.

PER
DET.
2 S-1.5
1"
MAX
1/8 2" MIN

EA SIDE OF
FLANGE
1 1/2"
1 1/2"
(2)-0.157 HILTI X-U
@ 32" O.C. (ICC ESR 2269)
(2)-#10 SMS EA.

SIDE @ EA. STUD

BEAM PER
PLAN

METAL DECK

PER PLAN

STUD PER

DEFLECTION

TRACK PER
L3X3 BRACING
AT 8' - 0" O.C.

PER
DET.
5 S-1.4
13 S-1.4
3/4"
GAP

STUD PER PLAN
CLIP ANGLE:
16 GAX2X2X (STUD WIDTH
LESS 1")
W/ (3)-#10 SMS EA LEG
#10 SMS

EA SIDE
(3)-#10 SMS

STUD PER PLAN
16GA BLKG
400T200-54 @ 4" WALL
600T200-54 @ 6" WALL
4"
MIN

UNISTRUT

SUPPORT FOR

FIRE RISER ATTACHMENT
CONNECTED TO (3)-DBL

STUDS AS SHOWN
(2)-400S137-54 @ 4" WALL
(2)-600S137-54 @ 6" WALL
5/8" GYPSUM BOARD

WHERE OCCURS
(2)-#10 SMS X 3" LONG
(8 ROWS)
TOATAL (16)-SMS PER DBL STUD

AT EACH DBL STUD
32"X8"X3/8" THK PLATE

PLAN (AT MTL STUD WALL)

SECTION

PROVIDE BACKING PER DET

CONT ALONG ENTIRE WALL

IN THE SPECIFIC ROOM
16" MAX
TYP. 3/16 2-6
3/16 2-6

UNISTRUT

SUPPORT FOR

FIRE RISER ATTACHMENT
CONNECTED TO (3)-DBL

STUDS AS SHOWN

CONC WALL

PER PLAN
5/8" GYPSUM
BOARD

WHERE OCCURS
(3)-5/8" Ø HILTI KB-TZ-2
(2 1/2" EMBED) ( 2 ROWS )
TOTAL (6)-PER PLATE
(DO NOT DAMAGE (E) REINF XRAY

PRIOR TO DRILLING )
AS ALT, USE 5/8" A.B. IN LIEU OF KB-TZ-2
32"X8"X3/8" THK PLATE

SECTION
3/16 2-6
3/16 2-6
2"
TYP

PLAN (AT CONC WALL)
16" MAX
TYP

EXTERIOR FINISH

PER ARCH
48" MAX 48" MAX TO NEXT

HANGER TYP
8' - 0" MAX 8' - 0" MAX

TO NEXT BRACE TYP

CONC WALL

OR CMU WALL
(SEE ABOVE FOR DETAIL
@ MTL STUD)
@ CONC / CMU WALL

WALL CONT

WHERE OCCURS
400S162-43 JOIST@16" O.C.

JOIST FLANGE

BRACING
PER
DET
2 S-1.6
(3)-#10 SMS
TYP
400T200-43
CONT COLLECTOR STUD @ EA BRACE
W/ (2)-#10 SMS TO EA JOIST
& (2)-#10 SMS TO EA VERTICAL STUD
@ HANGER @ BRACING
(3)-#10 SMS TYP
400S162-43 BRACE E.W.
@ 8' - 0" O.C. MAX E.W.
400S162-43

BRACE TOP CONNECTION
PER
DET OR

10 S-1.5

SUSPENDED STUD

CONNECTION
PER
DET OR 4
S-1.5
400S162-43

HANGER STUD
@ EA JOIST
@48" O.C. TYP
@ MTL STUD WALL

MTL STUD WALL

PER PLAN
(18 GA MIN)

SEE DETAILS
BELOW

FULL HT WALL

WHERE OCCURS

WINDOW / DOOR

WHERE OCCURS

BRACE WHERE
OCCURS
PER
DET

HEADER WHERE

OCCURES
PER
DET
400T150-54

CONT LEDGER
W/ (2)-#10 SMS TO EA STUD WALL
& # 10 SMS TO EA SIDE OF EA JOIST
SIMPSON L30
W/ (2)-#10 SMS PER LEG
400T150-54 CONT LEDGER
W/ #10 SMS TO EA SIDE

OF EA JOIST
& W/ 3/8" DIA SIMPSON TITEN HD

PER SCHED HEREIN
@32" O.C. MAX
SIMPSON SSC2.25
@ EA JOIST PER ICC ESR 4294
W/ (3)-#10 SMS
& 3/8" DIA SIMPSON TITEN HD

PER SCHED HEREIN
3/8" DIA SIMPSON TITEN HD SCHED
@ CMU
@ CONC

EMBED PER ICC
2 3/4"
3 1/4"
ICC ESR # 1056
ICC ESR # 2713
400S162-43 JOIST @16" O.C.
4" MIN

EDGE DIST
S-1.6 SCALE:N.T.S.
1 TYPICAL WALL BRACE NEAR BEAM (INTERIOR ONLY)
S-1.6 SCALE:N.T.S.

REF DET:6 / S-1.6
2 TYP TOP TRACK AT WALL UNDER BEAM
S-1.6
SCALE:N.T.S.
3 NON-STRUCTURAL BLOCKING
S-1.6 SCALE:N.T.S.
5 UNISTRUT TO METAL STUD/CONC WALL CONNECTION
S-1.6 SCALE:N.T.S.
6 EXTERIOR CEILING FRAMING

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:49AM

TYPICAL DETAILS-METAL STUD
S-1.6
92 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

SMALL CUT-OUT LARGE CUT-OUT

SURE-BOARD

SHEATHING

LARGE CUTOUT
1' 0" x 1' 0" MAX.

PROVIDE METAL

SOLID BLOCKING
(SAME THK. AS FRAMING)

AT T&B OF LARGE CUT-OUT
TO STUD FRAMING.

PROVIDE EDGE FASTENING

PATTERN TO BLOCKING & STUD
PER SURE-BOARD SCHEDULE.

SURE-BOARD

SHEATHING
2 CUT-OUTS
MAX. PER ROW
(LARGE CUT-OUT

WHERE OCCURS)
NOTES:

1. LOCATE CUT-OUTS NEXT TO STUD FRAMING TYPICAL, & 16" MIN. FROM END OF WALL. FOR LARGE OPENINGS.

2. LARGE BLOCKOUT MAYBE LOCATED AS REQUIRED IN THE SHEAR PANEL.

3. DO NOT CUT MORE THAN 1 LARGE CUT-OUT IN ANY SINGLE SHEAR PANEL.

4. DO NOT OVER CUT ANY OPENINGS.
2 CUT-OUTS MAX.

PER STUD BAY
(LARGE CUT-OUT

WHERE OCCURS)
SIMPSON CS16X48" LONG W/
BLK'G @ EA. SIDE @ TOP AND

BOTTOM OF OPN'G

SMALL CUT-OUT
6" MAX.
5 S-1.5A
NOTES:

1. INSTALLATION OF SURE-BOARD SHEAR WALLS MUST BE IN
ACCORDANCE WITH IAPMO ES REPORT NUMBER 0126 AND
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.

2. ALL PANEL EDGES MUST BE BLOCKED, FRAMING MEMBERS SUCH AS STUDS, TOP AND BOTTOM TRACKS ARE CONSIDERED BLOCKING;

PANEL EDGES THAT DO NOT FALL ON FRAMING MEMBERS MUST BE

BLOCKED WITH STUDS, TRACK, OR CONTINUOUS FLAT STRAP MATERIAL

WITH MINIMUM THICKNESS AND STEEL PROPERTIES AS THE STUD FRAMING MEMBERS PER THE TABLE.

3. SEE PLAN FOR SHEAR WALL BOUNDARY FRAMING MEMBERS.

4. SEE PLAN FOR SHEAR WALL HOLD DOWN ANCHOR.

5. ALL SURE-BOARD STEEL FRAMING SHALL BE 16GA, 24" SPACING MAX.

6. PROVIDE STEEL FRAMING PER BEARING WALL SCHEDULE IF GAGE

NOTED IN BEARING WALL SCHEDULE IS THICKER THAN STEEL MINIMUM GAGE SHOWN IN SCHEDULE ABOVE.

7. STEEL STUDS & TRACKS SHALL COMPLY WITH ASTM A653 GR 50 (3.3.3 IAMPO ER 126)

8. A MINIMUM PANEL SIZE OF 16"X96" IS ACCEPTABLE, PROVIDED ALL

PERIMETER EDGES ARE FASTENED TO FRAMING MEMBERS AT THE
REQ'D SPACING(4.2.2.3 IAPMO ER 126)

9. THE STEEL FACE OF SURE-BOARD PANEL SHALL BE IN CONTACT WITH THE FRAMING.

10. COLLECTOR POSTS AT EACH END OF SHEAR WALL SHALL BE MINIMUM

DOUBLE STUD & SAME GAGE AS FRAMING METERIAL
(3.3.3 ER-0126)

11. SERIES 200 SURE-BOARD FULLY BLOCKED, W/ SCREW PER SCHEDULE

12. SCREWS SHALL PENETRATE AT LEAST 3 EXPOSED THREADS INTO FRAMING MEMBERS. SCREW HEADS SHALL BE DRIVEN FLUSH WITH PANEL SURFACE.(4.2.2.2 ER-0126)

13. JAMB STUDS SHALL BE 16GA WITH 15/8" FLANGE "S" SECTION TO MATCH WALL DEPTH.

TYPICAL ATTACHMENT INFO.

SERIES 200 SURE-BOARD FULLY
BLOCKED, W/ #8 SCREW (#2 PILOT POINT, 1
1/4" MIN. LENGTH) 12" O.C. @

FIELD, FOR EDGE SCREW SEE SCHEDULE
MIN. GAUGE

STUDS/TRACK

BOTTOM TRACK

SILL BOLTS
5/8" A.B.
@ 24"O.C.

SURE-BOARD SHEARWALL SCHEDULE
MARK
18GA

ALLOWABLE

CAPACITY (ASD)
562 PLF
ROOF
EDGE SCREWS(E.S.)
@ END STUD

PROVIDE FIELD

NAILING/SCREWS
(F.N.) AT ALL OTHER

SUPPORTS PER
SCHEDULE.

STRUCTURAL SHEATHING

PER SCHEDULE

HOLD DOWN PER PLAN
TOP OF CONCRETE.

TRACK GAGE TO

MATCH STUD
GAGE (16GA MIN)

TRACK TO
CONCRETE CONN.

PER SCHEDULE

SURE-BOARD
PANEL PER SCHED.
(1/2" TO 3/4" THK)
EDGE
SCREW

ABUTTING

PANEL EDGES

CENTER ON

STUD FLANGE

BOTTOM TRACK

SILL BOLTS

TO BE WELDABLE

THREADED RODS
(SIZE AND SPACING

PER SCHEDULE)
T.O. CONC. SLAB
OR T.O. CURB
(WHERE OCCURS)

METAL STUD

PER PLAN SEE

SURE-BOARD

STRUCTURAL PANEL
(1/2" TO 3/4" THK)
#10 SMS TO

EA SIDE

OF EA SUTD

HOLD DOWN

PER PLAN
EDGE
SCREW(E.S)
#8 @ 6"O.C.

SB2
SERIES 200 SURE-BOARD FULLY
BLOCKED, W/ #8 SCREW (#2 PILOT POINT,
1 1/4" MIN. LENGTH) 12" O.C. @

FIELD, FOR EDGE SCREW SEE SCHEDULE
5/8" A.B.
@ 24"O.C. 18GA #8 @ 4"O.C. 770 PLF
(2)-#10 SMS
@ 3" O.C.

JAMB STUD
(SEE NOTE13)
E.S. (USE

TEK SCREW) HSS COLUMN

W/ HOLDWON

HOLDOWN

PER PLAN
SB1
E.S. AT
EA. STUD
SB3
SERIES 200 SURE-BOARD FULLY
BLOCKED, W/ #8 SCREW (#2 PILOT POINT,
1 1/4" MIN. LENGTH) 12" O.C. @

FIELD, FOR EDGE SCREW SEE SCHEDULE
5/8" A.B.
@ 16"O.C. 18GA #8 @ 3"O.C. 1126 PLF

SEE FOR ALLOWED OPENINGS

SECTION
B

SECTION
A

SECTION
C
3/8"
MIN
3/8"
MIN
(1/8)
TYP
1/4" MIN
10" MAX

SHALLNOT BE CONSIDERED AS A SILL BOLT
12" MAX, 4" MIN TO FIRST
SILL BOLT. HOLDWON A.B.

B B
A
A
C C
3 S-1.7

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:50AM

TYPICAL DETAILS-METAL STUD
S-1.7
S-1.7
SCALE: 3/4" = 1'-0"
REF DET:5 / S-1.7
3 OPENING IN SURE-BOARD PANEL
S-1.7 SCALE: 3/4" = 1'-0"
REF DET:8 / S-5.1
5 TYPICAL SURE-BOARD SHEAR WALL SCHEDULE
93 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
4 - WELD PATTERN
7 - WELD PATTERN
4 - SCREW PATTERN (#12 SCREWS)
7- SCREW PATTERN (#12 SCREWS)
6- SCREW PATTERN (#12 SCREWS)
6 - WELD PATTERN
TYP. METAL DECK WELDING
0" MIN,
1" MAX
(PROVIDE DECK

CLOSURE AS NEEDED)

LONGITUDINAL WELD
BM

TYPICAL DECK SPLICE

TRANSVERSE
WELD

TRANSVERSE WELD
BM

TYPICAL DECK SPLICE
METHOD OF CONNECTIONS:

1. ROOF DECK:

A. STEEL DECK SHALL BE FASTENED TO STEEL FRAMING AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS BY MINIMUM (4)-3/4" DIAMETER FUSION (PUDDLE) WELDS EACH PANEL. WHEN TWO PANELS ABUT, EACH PANEL SHALL BE SO ATTACHED.

B. SIDESEAMS SHALL BE BUTTON PUNCHED AT 36" O.C.

C. AT ALL LONGITUDINAL SUPPORTS AND MEMBERS PARALLEL TO FLUTES, FASTEN WITH 3/4" DIAMETER FUSION (PUDDLE) WELDS @ 12" O.C.

2. FLOOR:

A. STEEL DECK SHALL BE FASTENED TO STEEL FRAMING AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS BY (4)-3/4" DIA DIAMETER FUSION (PUDDLE) WELDS EACH PANEL. WHEN TWO PANELS ABUT, EACH PANEL SHALL BE SO ATTACHED.

B. SIDESEAMS SHALL BE BUTTON PUNCHED @ 36" O.C.

C. AT ALL LONGITUDINAL SUPPORTS AND MEMBERS PARALLEL TO FLUTES, FASTEN WITH 3/4" DIA FUSION (PUDDLE) WELDS @ 12" O.C.

NOTES:

1. PLACE REINFORCEMENT 3/4" CLEAR FROM TOP OF CONCRETE.

2. SEE DET FOR TYPICAL WELDED STUD DETAIL FOR WELDED HEADED STUDS.

3. SEE DET FOR TYPICAL FRAMING @ COLUMN

4. SEE DET FOR TYP. STAIR & ELEVATOR OPENING.

5. SEE DET FOR SLOPED DECK TO STEEL BEAM.

6. SEE DET FOR DECK WELD/SIDE LAP DETAIL.

TYPICAL DECK SPLICE

GIRDER FILLER
AS REQD (14 GA)

TACK WELD TO BEAM
AND DECK @ 24" O.C. MAX BM

CONC FILLED

METAL DECK
CONC. FILLED METAL DECK
9"
MAX
12 S-1.8 /
6 S-1.8 /
11 S-1.8 /
4 S-1.8 /
6 S-1.11 /

ELEVATOR SILL AND

CONNECTION BY

ELEVATOR

MANUFACTURER

CONCRETE FILL OVER

METAL DECK SEE PLAN

CL BEAM
1/4" BENT PLATE

FOR DECK

ORIENTATION

SEE PLAN

STEEL BEAM

SEE PLAN
2" U.N.O.
1/4 2-6
1/4 2-6 SILL TO
PL U.N.O.

ELEV SHAFT WALL

PER PLAN

BALANCE OF
INFO
PER
DET
9 S-1.12
3/16 RIDGE PL

RIDGE OR HIP

BM SEE PLAN

ROOF BM

SEE PLAN

AT RIDGE

AT SLOPED PLATE AT EAVE
T.O.S.
3/16 BENT PL CONT

ROOF BM
3/16 BENT PL

CONT TYP
T.O.S.
3/16 BENT PL
CONT
T.O.S.
3/16 1 1/2-12
TYP
TYP
1/4"
3/16 1 1/2 - 12
1/4"
3/16 1 1/2 - 12
1/4"
3/16 1 1/2 - 12
3/16 1 1/2 -12 1/4''
3/16 1 1/2 - 12
2"
MIN
D
D
NOTE:

IF "D" IS LESS THAN 3/16"

THEN BENT PLATE IS NOT
REQ'D

WELDED STUDS

WHERE OCCURS
NOTE:

AT LOCATIONS WHERE CLEARANCE 'X' TO STUD IS LESS THAN 1 1/2", PROVIDE

CLOSURE BELOW HIGH FLUTES ONLY AND PLACE STUDS ADJACENT TO LOW FLUTES.

BM PER PLAN
18 GA CLOSURE PL

SEE NOTE

METAL DECK

SEE PLAN

GIRDER FILLER

AS REQD
CL BM
GRID
#4 X 5'-0" @ 18"O.C.

HOOK ENDS OF

ADDT'L BOT BARS

WHERE OCCURS

SLAB REINF

SEE PLAN

SEE PLAN
'X' 2''MIN
2''MIN 2 11/16''MIN
3/4DIA 6
A
B
C
D
E
F
D
E
C
OPENING GREATER THAN 18" TO 60"
METAL
DECK
TYP

WF BEAM

PER PLAN
TYP
NOTES:

1. FRAMING AROUND DECK OPENINGS TO BE FURNISHED
AND INSTALLED BY STRUCTURAL STEEL CONTRACTOR.

2. PROVIDE CONT BENT PLATE ALL AROUND OPENINGS AT

ROOF EXHAUST FAN, DUCT & PIPE PENETRATIONS,

GRAVITY RELIEF VENT, & WHERE SHOWN ON MEP
DRAWINGS.
3/4" DIA PUDDLE

WELD EA FLUTE
L3x3x1/4 ALL
AROUND

OPENING TYP ANGLE

IS NOT REQ'D FOR

OPENING WHERE

ONLY ONE VERT LEG

OF DECK IS CUT
OPENING UP TO 18"
METAL

DECK TYP
3/8" BENT PL
x3 1/2" LONG
C6x8.2
U.N.O

WF BEAM

TYP CHANNEL/WF BM CONN
7"
4"
C6x8.2 U.N.O
C6x8.2
U.N.O.

TYP CHANNEL / CHANNEL CONNECTION
3/8" STEEL PLATE
W/ (2)-7/8" DIA BOLTS
CL

TYP ANGLE / ANGLE CONN
L3x3x1/4 U.N.O.

TYP BENT PL / ANGLE

CONN AT ROOF
3/8" BENT PL

ALL AROUND
SEE NOTE #2
3/8" STIFF PL
@3'-0" O.C.
(6" END DIST)
L3x3x1/4 OR
C6x8.2
U.N.O.

INSULATION OR

CONC FILL PER PLAN
C6x8.2
1' - 6''
MAX
2' - 0''MIN
TYP
1'6''MAX
1/4
3/16
3/16
3/16

AT STIFF
3-SIDE
3/16 3-12
1/2''MAX
2x BOLT DIA
3''
. TYP 2xBOLT DIA
1/4
1/2" MAX

OMIT THESE BARS ALONG

SIDES OF OPENING'S
SMALLER THAN 12"
NOTES:

1. PROVIDE (2)-#4X5' - 0" AT ALL RE-ENTRANT CORNERS AND AT ALL OPENINGS GREATER THAN 6' - 0" SUCH AS ELEVATOR, STAIR OPENINGS AND AIR SHAFTS.

2. ALL OPENINGS LARGER THAN 2' - 0" SQ REQUIRE PERIMETER SUPPORT AND ARE TO BE APPROVED BY STRUCTURAL ENGINEER.

SEE NOTE 1
#4 TYP
PLAN
1 1/2''TYP
2' - 6'' MIN
2' - 6'
'MIN
2' - 6
M
'
IN
1 1/2' TYP
#4 EA SIDE OF PAD, EXTEND
24" EA SIDE PAST OF CURB
#4 EA CORNER @
18" O.C. MAX EA WAY
1' - 0"
TYP
SEE
PLAN
SEE
ARCH
2''CLR
2''CLR
6" MIN

EDGE DISTANCE
3/16" DIA BUTTON

PROTRUDES NOTICEABLY
INTERLOCKING UNITS @ 12''O.C.

WELD CLINCH FIRST TO GET
CONTACT OF LIPS - 1 1/2'' LONG

WELD MUST ENGAGE TOP OF

INNER LEG PER SCHEDULE

CLINCH FIRST TO GET CONTACT
OF LIPS - 1 1/2'' LONG WELD

MUST ENGAGE TOP OF INNER

LEG AND HAVE FUSION TOP AND
BOTTOM
EFFECTIVE MINIMUM 1/2'' DIA
OR 3/8''x1'' LONG (NO WELD

WASHERUSED)
A

ROOF DECK PUDDLE WELD B

DECK PLUG WELD
THROUGH 3/8'' DIA HOLE
IN 14 GA WELD WASHER
C

BUTTON PUNCH DTOP SEAM ESIDE SEAM WELD

WELDS TO SUPPORT

SIDE LAP FASTENING
3/8" THK PL IN SLAB AS
REQ'D (TYP@ GUARDRAIL

POST ) SEE ARCH DWG
FACE OF 1/4" PL
1/4" BENT PL
FACE OF 1/4" PL

MIN REQ'MT

FACE OF FLANGE
1/4" BENT PL

MAX REQ'MT

BALANCE OF
INFO
PER
DET
PLATE @

HANDRAIL

PLAN VIEW

CL HANDRAIL POST
1/4" BENT PL
3/8" THK PL

HANDRAIL POST

PER ARCH
(SIM AT OTHER

SHAPES)

SEE ARCH
tw+ 1/16"
TYP
3/16
1" MIN
3" MAX
3/8" THK PL IN SLAB AS
REQD (TYP@ GUARDRAIL

POST ) SEE ARCH DWG
12"
MAX
9 S-1.12

EXTERIOR BEAM SHALL BE
PLUMB
TYP
12"

PER PLAN
RIDGE

RIDGE BEAM SHALL BE
PLUMB

SLAB DECK

PER PLAN

SLRS FRAME BEAM

SHALL BE PLUMB
TYP

ALL OTHER BEAMS CAN BE

ANGLED TO MATCH ROOF
SLOPE

FOR BENT PLATE

ON TOP OF SLOPED BEAM

SEE DETAIL

CONC FILL
6 S-1.8
S-1.8 SCALE:N.T.S.
1 TYP METAL DECK WELDING/SCREW PATTERNS
S-1.8 SCALE:N.T.S.
2 TYPICAL METAL DECK CONNECTION & PROPERTIES
S-1.8 SCALE:N.T.S.

REF DET:1 / S-3.1
5 EDGE CLOSURE AT ELEVATOR SILL SUPPORT
S-1.8 SCALE:N.T.S.

REF DET:7 / S-1.8
6 TYP SLOPED DECK TO BEAM DETAIL
S-1.8
SCALE:N.T.S.
3 METAL DECK TRANSITION
S-1.8 SCALE:N.T.S.

REF DET:4 / S-1.13
9 TYP FRAMING AT OPENINGS IN STEEL DECK
S-1.8
SCALE:N.T.S.
8 TYP SLAB ON METAL DECK OPENING
S-1.8
SCALE:N.T.S.
4 EQUIPMENT PAD ON METAL DECK
S-1.8
SCALE:N.T.S.
11 TYP METAL DECK WELDING
S-1.8
SCALE:N.T.S.
12 PLATE AT HANDRAIL POST
S-1.8
SCALE:N.T.S.
7 TYP SLOPED ROOF SECTION

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:53AM

TYPICAL DETAILS-METAL DECK
S-1.8
94 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
CONTROL JOINT @ 25' - 0" O.C. MAX
U.N.O. ON WALL ELEVATION

POTENTIAL CRACK LOCATION

TERMINATE EVERY OTHER

HORIZ BAR AT JOINT,

EXCEPT FOR ROOF AND

FLOOR CHORD BARS AND

LINTEL BARS
PROVIDE #5 VERT (MIN)

EACH SIDE OF JOINT
OR (2)-#6 @ 12" CMU

BACKER ROD

RAKED OR CONCAVE JOINT,

FILL WITH SEALANT

STACKED BOND AT CELL

ADJACENT TO JOINT

OPEN-ENDED BOND UNITS

SHOWN FOR CLARITY
1/2"
(2)-#5 VERT, MIN

ALTERNATE BEND

DIRECTION AT EVERY

OTHER BAR

ONE LAYER OF REINFORCING
(2)-#5 VERT, MIN

TWO LAYERS OF REINFORCING
#5 VERT, MIN STD HOOK INNER BARS

AT CORNER
NOTE:

LAP SPLICES MAY BE USED

AT BENT CORNER BARS
U.N.O. ON PLANS, TYPICAL

FACE SHELL MAY BE REMOVED

W/ OPEN END UNITS FULL HEIGHT

AT WALL INTERSECTIONS,

TYPICAL

FACE SHELL MAY BE REMOVED

W/ OPEN END UNITS FULL

HEIGHT AT WALL

INTERSECTIONS, TYPICAL

BOND UNITS SHOWN

FOR CLARITY
48D

LAP SPLICE
B
48D

LAP SPLICE
B
48D TYP

LAP SPLICE
B 48D

LAP SPLICE
B

CONSTRUCTION

POUR JOINT
NOTES:

1. ALL VERTICAL REINFORCING FOR

COLUMNS, PIERS AND WALLS

SHALL BE DOWELED AS SHOWN

EXCEPT SPECIFIC DETAILS OF

DRAWINGS SHALL GOVERN IN
CASES OF CONFLICT.

2. DOWELS SHALL BE THE SAME

GRADE, SIZE AND NUMBER AS
VERTICAL REINF.

DOWEL PER BOTTOM OF FTG
NOTE #2

WIRE TIES
TYP
3"
CLR

LAP SPLICE

SEE SCHEDULE
/ 5 S-1.9
Ld MIN
/ 5 S-1.1
NOTES:

1. VALUES SHOWN ARE FOR GRADE 60 REINF DEVELOPED IN CMU.

2. REFER TO TYPICAL REINFORCEMENT DETAILS FOR INFO NOT SHOWN, AND FOR DEVELOPMENT IN CONCRETE.

3. USE OF HYTEN COUPLER (OR EQ W/ ESR REPORT)
IN LIEU OF LAP SPLICE @ CMU VERTICAL REINF ARE ACCEPTED. (ICC-ESR-4275)

4. WHERE NON-CONTACT SPLICES ARE USED,

REINFORCEMENT SHALL NOT BE SPACED FARTHER

APPART THAN ONE-FIFTH THE REQUIRED LAP SPLICE NOR
MORE THAN 8 INCHES APPART.

Le = HOOK LENGTH
Ld = DEVELOPED LENGTH
Db = REINFORCING BAR DIAMETER

LAP SPLICE
(IN) U.N.O.
90° HOOK
180° "U" HOOK

POINT AT WHICH BAR MAY BE

CONSIDERED FULLY DEVELOPED
48 Db
(IN)
BAR
SIZE
#3 4
STD
HOOK
Le (IN)
Ld
(IN)

POINT AT WHICH BAR MAY BE

CONSIDERED FULLY DEVELOPED

VERT SECT HORIZ SECT

SINGLE LAYER OF BARS

EACH DIRECTION

LAP SPLICE BARS AS SHOWN

TO MAINTAIN CONSTANT

EDGE DIST, WIRE IN PLACE

SINGLE BAR PER CELL IN

EACH DIRECTION SHOWN,

DO NOT COUNT SPLICE AS

MULT BARS
U.N.O. ON PLANS,

VERT BARS ARE TO BE CTRD,

HORIZ BARS TO BE

TOWARD INTERIOR FACE

VERTICAL BAR ON
OUTSIDE FACE, U.N.O.

LAP SPLICE BARS AS SHOWN TO

MAINTAIN CONSTANT EDGE

DISTANCE, WIRE IN PLACE

SPLICE AND DEVELOPMENT
LENGTH PER "SINGLE BAR,
CTRD IN BLOCK" PER

SCHEDULE, UNLESS

MULTIPLE BARS OCCUR IN

SAME CELL OR COURSE IN

SAME DIRECTION

SPLICE AND

DEVELOPMENT
LENGTH
PER "EDGE BAR / MULT BARS"

AS SHOWN IN SCHEDULE

BOND UNIT SHOWN

VERT SECT HORIZ SECT
#4
#5
#6
#7
#8
#9
6 8
9 11
12 14
18 24
30 36
42 48
55 18
30 46
54 63
72 81
A

CMU WITH
f'm=2,000 PSI (MIN)

REINFORCEMENT CENTERED IN CMU BLOCK

REINFORCEMENT AT EDGE OF CMU BLOCK/MULTIPLE BARS STRAIGHT DEVELOPMENT

STD HOOKS
Ld - Le
Db Db
1" MIN CLR BTWN

PARALLEL BARS

DEVELOPTMENT LENGTH
Ld
Db
EQ
U.N.O.

EQ
U.N.O.
#3 to #8 (6 Db)
#9 to #11 (8 Db)
12Db
#3 to #8 (6 Db)
#9 to #11 (8 Db)
4Db
(2 1/2" MIN)

NON-CONTACT LAP SPLICE FOR

CHORD AT SLOPED DIAPHRAGM
SEE
NOTE #4
90° BEND
135° BEND

DETAILING

DIMENSIONING
Db
#3 TO #8 (6 Db)
#8 (6Db)
#3 TO

INSIDE BEND DIA, TYP
INSIDE BEND DIAM:
#3 TO #5 (4 Db)
#6 TO #8 (6 Db)

STIRRUPS & TIES
18 30
46 64
87 114
145

NOT EXPOSED TO EARTH
OR WEATHER: 1.5" CLR

EXPOSED TO EARTH
OR WEATHER:

1.5" CLR @ #5, #4 & #3
2" CLR @ BARS > #5
B
C
D E F
#4 TO MATCH

VERT BAR SPACING,
TYP U.N.O. ON PLANS
REINF MAT:

SINGLE DOUBLE
U-BEND
STD 180° OR 90° HOOK

INTO WALL,

ALT DIR OF HOOK
(2)-#5 U.N.O. ON PLANS
MAX (2) JAMB BARS

PER CELL

SEE A FOR INFO NOT NOTED
REINF: MAX OPNG:
(2)-#5 5' - 0"
(2)-#6 7' - 0"
(2)-#7 10 - 0"
REINF MAT:

SINGLE
DOUBLE
#4 TO MATCH HORIZ
SPACING, TYP U.N.O.

STD 180° OR 90° HOOK DOWN
SEE NOTE #8
REINF MAT:

SINGLE
DOUBLE
FULL HOOP W/ 135° BEND

U-BEND, ALIGN W/ HORIZ

SEE C FOR INFO NOT NOTED
#3 @ 8" O.C., TYP U.N.O.,
CONT 2' - 0" ABOVE & BELOW

OPENING
NOTES:

1. SEE PLANS FOR TYPICAL AND ADDITIONAL REINFORCEMENT.

2. FOR OPENINGS 36" OR LARGER IN WIDTH USE FULL HEIGHT JAMB BARS.

EXTEND TO TOP OF WALL AT UPPER/SINGLE STORY, 48D MIN PAST FLOOR AND INTO FOOTING.

3. AT OPENINGS LESS THAN 36" IN WIDTH, EXTEND JAMB BARS 48D PAST EDGE OF OPENING.

4. FOR MINOR OPENINGS THAT DO NOT INTERRUPT TYPICAL REINFORCEMENT, ARE NO LARGER THAN 16" SQ, AND ARE AT LEAST 24" FROM ADJACENT OPENINGS OR WALL EDGE, NO ADDITIONAL REINFORCEMENT IS REQ'D U.N.O. ON PLANS.

5. USE A TYPICAL LAP SPLICE U.N.O. ON PLANS.

6. WHERE FULL EXTENSION IS NOT POSSIBLE, EXTEND BARS AS FAR AS POSSIBLE AND USE A STANDARD HOOK.

7. EXTEND LINTEL AND SILL BARS 48D MINIMUM PAST EDGE OF OPENING.

8. AT FULL HEIGHT JAMB BARS, THE WEB AND SHELL MAY BE REMOVED TO FACILITATE INSTALLATION.

THE CONTRACTOR SHALL ENSURE THAT GROUTING WILL NOT BE COMPROMISED IF THIS OPTION IS USED.

WALL ELEVATION
SEE NOTE #6
JAMB TYP, SEE "C"
AND NOTE #2

LAP SPLICE, TYPICAL
SEE NOTE #5

LINTEL TYP,
SEE B

MULTI-STORY

CONDITION STACKED OPENING

JAMB EXTENSION, TYP,
SEE NOTE #2

SMALL OPENING,
SEE NOTE #3

MINOR OPENING,
SEE NOTE #4

FOOTING EMBED, TYPICAL
SEE NOTES #2

JAMB EXTENSION, TYP
SEE NOTE #2

TOP OF WALL, SEE A

SILL TYP,
SEE "A"
PIER,
SEE D

LINTEL & SILL, TYP
SEE NOTE #7
(2)-#5 U.N.O.

ON PLANS

TOP OF WALL & SILL

ELEVATION SECTION JAMB PLAN SECTION

LINTEL ELEV SECTION PIER PLAN SECTION
REINF MAT:

SINGLE DOUBLE
(1)-#5
(1)-#5
*MIN LINTEL DEPTH = 2' - 8" U.N.O.
2' - 8" MIN
U.N.O.
2 1/2" CLR
TYP U.N.O.

LAP
SPLICE

LAP SPLICE
LAP
SPLICE
3T MIN
5T MAX
T
T
SEE E

HOOK EACH END OF

VERT REINF AROUND

HORIZ BAR PER DET A

LINTEL WALL

LINTEL PLAN

TIES WALL HORIZ REINF

WALL VERT REINF

BEND OUTSIDE MAIN REINF

SO MAIN REINF IS

CONFINED INSIDE WALL

MAIN REINF
A C
B D
E

GROUTED CMU WALL PER PLANS
HEX HEADED A307 BOLT (U.N.O.)

GROUTED IN PLACE IN FACE OF WALL
HEX HEADED A307 BOLT (U.N.O.)

GROUTED IN PLACE IN TOP OF WALL

MINIMUM EMBEDMENT TABLE
DIAMETER OF BOLTS IN INCHES 1/2 5/8
EMBEDMENT IN INCHES (EMBED) 4 5 6 7 8
MIN CMU WALL THICKNESS (INCHES) 6" 8" 8" 10" 12"
10x DIA EMBED
U.N.O. (9" MIN)
BOLT DIAMETER + 2" MIN OPENING IN CMU FACE

BOLT EXTENSION AS REQ'D TO FULLY
ENGAGE NUT & WASHERS, TYPICAL "EMBED"
1 1/2" MIN
CLR
EQ EQ
1/2"
MIN
NOTES:

1. BOLTS CAST-IN MASONRY SHALL BE GROUTED IN PLACE WITH 1" OF GROUT BETWEEN BOLT AND MASONRY.

2. BOLTS SHALL BE A307 HEADED MACHINE BOLTS OR A36 ROD W/ TACK WELDED HEX NUT.

3. UNLESS DETAILED ON PLANS, DO NOT PLACE BOLTS IN FACE OF WALL < 12x DIA FROM OPENINGS OR EDGES WITHOUT APPROVAL FROM SEOR.
3/4 7/8 1

EXPANSION JOINT,

LOCATION PER WALL
ELEVATION AS REQUIRED.

USE CLOSED ENDED

BLOCKS AT JOINT

TERMINATE ALT HORIZ

BARS AT JOINT &
PROVIDE STANDARD HOOK.

PROVIDE #5 VERT (MIN)

EACH SIDE OF JOINT OR
(2)-#6 @ 12" CMU

BACKER ROD

RAKED OR CONCAVE JOINT,

FILL WITH SEALANT

STACKED BOND AT

CELL ADJACENT TO JOINT

OPEN-ENDED

BOND UNITS

SHOWN FOR CLARITY

NO GROUT IN JOINT
NOTE:

DO NOT SUBSTITUTE EXPANSION JOINTS FOR CONTROL JOINTS.

EXPANSION JOINTS PROVIDE COMPLETE STRUCTURAL DISCONTINUITY, USE ONLY WHERE SPECIFICALLY NOTED ON THE PLANS.
1/2"

FOOTING PER PLAN
(SEE PLAN FOR DETATIL)

BOTTOM TRACK
SEE
DET

CMU WALL

PER PLAN

SURE-BOARD PANEL

PER PLAN/

FINISH PER ARCH

HOLDOWN PER PLAN

AND SCHEDULE

HOLDOWN SCHEDULE
S/HDU 4

SIZE SIMPSON PAB
PAB5 - 5/8"
5 S-1.4
EQ
0"
72" MIN
SSTB36
S/HDU 9 PAB7 - 7/8"
S-1.9 SCALE:N.T.S.
1 TYP CMU WALL CONTROL JOINT (C.J.)
S-1.9 SCALE:N.T.S.
2 CONCRETE MASONRY WALL INTERSECTION
S-1.9
SCALE:N.T.S.
3 TYPICAL DOWELS AT CMU WALL
S-1.9 SCALE:N.T.S.
5 MASONRY REINFORCEMENT DETAILS & DEVELOPMENT LENGTHS
S-1.9
SCALE:N.T.S.
7 TYPICAL MINIMUM REINFORCEMENT FOR MASONRY OPENINGS
S-1.9 SCALE:N.T.S.

REF DET:10 / S-5.3
9 HEADED BOLT GROUTED IN CMU WALL
S-1.9 SCALE:N.T.S.
10 TYP CMU WALL EXPANSION JOINT (E.J.)

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:38:56AM

TYPICAL DETAILS-CMU
S-1.9
S-1.9
SCALE:N.T.S.

REF DET:1 / S-3.2
11 HOLDOWN @ CMU
95 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
2"
1 3/4"
1 3/4" TYP
3" TYP
A-A

PER DETAIL

WF BEAM PER PLAN

HSS COL PER PLAN
1 1/2"
2"

CL HSS COL HSS ABOVE WHERE
OCCURS

WF BEAM

WHERE OCCURS

CONTINUITY PL W/

THICKNESS TO MATCH WF
BEAM FLANGES (3/8" MIN)
(TYP TOP & BOTT)

WF BEAM

PER PLAN
1/2" MAX
TYP
8 S-1.10
TW
TW
3 SIDES

TOP & BOTT
OF WF
FLANGE CJP.

SECTION A-A

SEE COMPLETE JOINT

PENETRATION CONNECTION
NOTES ON SHEET S-0.2
DE
TYP
1 1/2" TYP
DE
TYP
1 1/2"
TYP
EQ EQ
B

SEE SCHED
EQ EQ
N

SEE SCHED
DE
TYP
1 1/2" TYP

ROUND PIPE
PER PLAN.

SEE OTHER

DETAIL FOR

BALANCE
HSS & PIPE COL, TYP OF INFO.

DE
TYP
1 1/2" TYP
DE
TYP
EQ EQ
EQ EQ
CL
COLUMN

WF GRAVITY COLUMNS
2" DIA GROUT HOLE
A.B. PER SCHEDULE

HEAVY HEX NUT AND
STD WASHER TYP 2" MAX NON-SHRINK GROUT U.N.O. 3" MIN ANCHOR BOLT PROJECTION ABOVE BASE PLATE (CONTRACTOR TO VERIFY

TOTAL PROJECTION PRIOR

TO FOOTING POUR)

FINISH FLOOR
6" MIN CONCRETE COVER TYP ALL AROUND
(INCLUDING COLUMN AS REQUIRED)

BOLTS PER BASE PLATE DETAIL

TOP OF BASE PLATE

TOP OF FOOTING
TEMPLATE 1/8" THICK

SAME SIZE BASE PLATE
NOTE:

TEMPLATE TO BE REMOVED PRIOR TO

INSTALLATION OF COLUMN

ANCHOR BOLT PROTECTION A
TOP OF

FOUNDATION
12"
MIN

COLUMN BASE PLATE SCHEDULE
COLUMN
SIZE

BASE PLATE ANCHOR ROD

REMARKS
HSS 4X4
HSS 6X6
HSS 18.0X0.375
B (in) N (in) t (in) DIA EMBED(in)
10 3/4 (4)-3/4"ø 12"
12 1 1/4
24 16"
10 ASTM F1554 GR36 HEAVY HEX HEAD
ASTM F1554 GR36 HEAVY HEX HEAD
ASTM F1554 GR36 HEAVY HEX HEAD
12 (4)-3/4"ø
(4)-3/4"ø
12"
24 1 1/4

EDGE DISTANCE SCHEDULE

BOLT DIAMETER
(IN)
EDGE

DISTANCE,
"DE" (IN)
3/4"ø , 7/8"ø 1 1/2"
1"ø 1 3/4"
2"
2 1/4"
1 1/8"ø
1 1/4"ø

DOUBLE NUT
TYP
5/16
TYP
5/16

OR AISC

MIN TYP
1/4

OR AISC

MIN UNO
CL
COLUMN
A
WF BM

PER PLAN
3/8" STIFF PL EA

SIDE, TYP
COL CAP PL X BM WIDTH"
OR COL WIDTH +1/2"
(WHICHEVER IS GREATER)

AND SAME THICKNESSN

AS BM FLANGE
(3/4" MIN)

COL PER PLAN
1 1/2"
TYP
1 1/2"
TYP
COL

PER PLAN
(4)-3/4"ø
A325 BOLTS
@ STD GA 1 1/2"
TYP
1 1/2"
TYP
1 1/2"
TYP
1 1/2"
TYP

COL PER PLAN

FOR BASE PL &
WELD,
SEE
A B C
A
(4)-3/4"ø
A325 BOLTS
@ STD GA
COL
WHERE
OCCURS
3/16
TYP @
3 SIDES
1/4
TYP

KNIFE PL
PER
DET

WF BM PER PLAN

HSS COL PER PLAN
CL COL

AT SCBF

SEE ELEVATION

FOR DETAIL CALLOUT
8 S-1.10
@ BM TO HSS COL

SEE SCHED ON

DET TYP
13 S-1.10
11 S-1.10
@ SLRS SEE SCHED
ON DET

WF BEAM

WHERE OCCURS

PERPENDICULAR WF NOT

SHOWN FOR CLARITY

FOR KNIFE PLATE SIZE & BOLTS

SEE CONNECTION SCHEDULE
PER DET.
1/2" MIN
1" MAX
A-A
B-B
C-C
1/4" CAP PL

CONT COL WHERE OCCURS

CL HSS COL

SKEWED WF BEAM

WHERE OCCURS

WF BEAM WHERE
OCCURS
C-C

REMOVE AND

REPLACE SECTION OF

HSS TO INSTALL
PLATES

KNIFE PLATE

PLATE INSTALLATION PROCEDURE

WF BEAM
WHERE
OCCURS

A-A B-B

WF BEAM
WHERE
OCCURS
1/2"
TYP
13 S-1.10
1/4
TW
TW
TW
1/4
1/4
CJP
TYP
TW
TW
SEE
1 S-1.10
@

SLRS CONNECTION

WHERE OCCURS

PER PLAN
K
3/8" STIFFENER PL THIS SIDE
WHERE BEAM IS 21" OR
DEEPER ADD STIFF PL.
@ ALL EXTERIOR BEAMS
1/2" CLR
1 3/4" 2"
1/2" MIN
1" MAX

CL BOLTS

ONE-SIDED CONNECTION OCCURS

WHERE OPPOSITE BEAMS ARE
OFFSET BY 12" OR MORE

SHEAR PLATE TP PER CONN

SCHEDULE

BOLTS PER CONN SCHEDULE (N)
1 3/4"
MIN
3"
TYP 1 3/4"
1 3/4"
MIN
BM PER
PLAN
NOTE:

1. USE STANDARD BOLT HOLES

BEAM ONE SIDE
BM
GIRDER

BEAM EACH SIDE
45°

OR LARGER
M
WEB

BOT FLANGE

SEE WF BM & GIRDER CONN

SCHED FOR PLATE &

WELD REQUIREMENTS
WF BM

PLAN VIEW

SKEWED BEAM CONNECTION

FOR ITEMS NOT SHOWN OR
NOTED SEE "BEAM ONE SIDE"

TYP WF BEAM TO WF BEAM
BM
3"
TYP
3"
TYP

SEE NOTE
GIRDER
BEAM

BOLT & SHEAR PL

PER SCHEDULE

DROP BEAM OR DEEPER BEAM THAN GIRDER

CONNECTION
NOTE:

WHERE NUMBER OF REQUIRED BOLTS PER PLAN OR SCHEDULE

ARE MORE THAN NUMBER OF BOLTS THAT FIT AT ONE ROW,

USE MAXIMUM BOLTS AT FIRST ROW & BALANCE IN SECOND ROW
(2 BOLTS MIN AT SECOND ROW).

WF BM & GIRDER CONNECTION SCHEDULE
WF BM
(N)
A325N BOLTS
U.N.O.
(L)

MIN PLATE / WELD
LENGTH
(TP)

MIN PLATE

THICKNESS
(TW)

MIN WELD

THICKNESS
"L" MIN

PER SCHED
"L" MIN

PER SCHED
W8
W10
W12
W14
W16
W18
W21,24
W27
W30
W33
W36
(2) 3/4"ø
(2) 3/4"ø
(3) 1"ø
(3) 1"ø
(4) 1"ø
(5) 1"ø
(6) 1"ø
(7) 1"ø
(8) 1"ø
(9) 1"ø
(10) 1"ø
5 1/2"
6"
9"
9"
12"
15"
18"
21"
24"
27"
31"
3/8"
1/2"
1/4"
3/8"
3/8"
3/8"
3/8"
3/8"
1/4"
1/4"
1/4"
1/4"
3/8"
3/8"
3/8"
3/8"
3/8"
NOTES:

1. 5/16" MIN FOR COLUMN FLANGES GREATER THAN 3/4" THICK

2. PL 1/2" & THICKER SHALL BE GAS OR SAW CUT

3. ALL BOLT HOLES SHALL BE STD HOLES UNO.
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1
(TW)

ALL SIDES
TYP

PER CONN
SCHED
(TW)

TOP&BOT
(TW)
(TW)

ALL SIDES
TYP

PER CONN
SCHED

DRAG STRUT CONNECTION SCHEDULE
MEMBER
CONN. PL
THICKNESS "t"
U.N.O.
# OF BOLTS A490
- SC PER ROW
NO. OF
ROWS

WELD SIZE
TW

SEE PLAN
W12-14 1/2" 3 - 1" DIA 3/8"
W16
W18
W21
W24
W27
3/4"
3/4"
3/4"
1"
1"
4 - 1" DIA
5 - 1" DIA
6 - 1" DIA
6 - 1" DIA
7 - 1" DIA
1/2"
1/2"
1/2"
3/4"
3/4"
NOTES:

1. FILLET WELDS INDICATED PER SCHEDULE SHALL BE REPLACED WITH COMPLETE PENETRATION GROOVE WELDS WHERE SKEWED BEAM CONNECTIONS WITH ANGLES SMALLER THAN 60° (BETWEEN BEAM AND GIRDER) OCCUR, TYP. U.N.O.

2. INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE TESTED BY USING CALIBRATED WRENCH AS PER AISC SPECIFICATIONS. WRENCH SHALL BE CALIBRATED AT LEAST TWICE A DAY 2x BOLT DIA
EDGE DIST.,TYP
3"
2x BOLT DIA.

EDGE DIST., TYP.
1/2"
1 3/4"
1 3/4"
TYP
3"
TYP
1 3/4"
MIN
2ND ROW

AS REQ'D
CONN. PL. (FULL DEPTH)

SEE SCHEDULE

FOR WELD, BOLT, AND

PLATE INFO

FOR CONNECTION
@ COLUMN
SEE

DRAG STRUT CONNECTION
6 S-1.10
11 S-1.10
TW
3-SIDE PER
SCHED 11
S-1.10

STEEL BEAM

PER PLAN
1" RADIUS

MIN, TYP

CJP TYP

HSS COL PER PLAN
A572-GR50 PLATE TO MATCH COL

SIZE (THICKNESS TO MATCH THE
THICKNESS BM/COL @ JOINT
CP
CP
CP

CL HSS BM

SEE MOMENT FRAME AND COMPLETE

JOINT PENETRATION CONNECTION
NOTES ON S0.01

PERPENDICULAR HSS BEAM

NOT SHOWN FOR CLARITY
CL HSS
COL

HSS BM PER PLAN
TYP
TYP
CP
TYP
TYP
CJP
N.S
F.S.

STEEL BEAM
1/4" THK STIFF PL
EA SIDE @

WELDED THREADED ROD

HOLDOWN
@ STEEL BEAM
3/16
3 SIDES TYP
1/4

HOLDOWN

PER PLAN
6X6 POST

PER PLAN
ASTM A36

THREADED ROD

TO MATCH

HOLDOWN PAB DIA
S-1.10 SCALE:N.T.S.

REF DET:8 / S-1.10
1 WF BEAM TO HSS COL MOMENT CONNECTION
S-1.10 SCALE:N.T.S.
2 GRAVITY COLUMN BASE PLATE DETAIL
S-1.10
SCALE:N.T.S.
4 WF BEAM TO COL
S-1.10 SCALE:N.T.S.

REF DET:12 / S-1.10
6 TYPICAL BEAM TO COLUMN CONNECTION
S-1.10
SCALE:N.T.S.

REF DET:1 / S-1.10
8 TYPICAL BEAM TO HSS COL
S-1.10 SCALE:N.T.S.

REF DET:6 / S-1.10
13 TYPICAL BEAM TO BEAM CONNECTION
S-1.10
SCALE:N.T.S.

REF DET:6 / S-1.10
11 DRAG STRUT CONNECTION SCHEDULE
S-1.10
SCALE:N.T.S.
12 DRAG STRUT CONNECTION AT GIRDER
S-1.10
SCALE: 3/4" = 1'-0"
15 OPTIONAL SPLICE DETAIL
S-1.10
SCALE: 3/4" = 1'-0"
16 TYP HSS MOMENT CONNECTION

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:00AM

TYPICAL DETAILS-STEEL
S-1.10
S-1.10 SCALE:N.T.S.
5 HOLDOWN @ STEEL BEAM
96 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
L3X3X1/4
TYP.

BM
COLUMN
(HSS SHOWN SIM
@ OTHER COL

SHAPES)
L3X3X1/4
TYP

HSS COLUMN

DECK SPAN

PROVIDE ANGLES AS REQ'D WHERE BEAMS DO
NOT FRAME TO COL.

DECK SPAN
HSS
COLUMN

DECK SPAN
L3X3X1/4
TYP.

BM
WF COL

WF COLUMN

DECK SPAN

PROVIDE ANGLES AS REQ'D WHERE BEAMS DO
NOT FRAME TO COL.

DECK SPAN
L3X3X1/4
TYP.

WF
COLUMN

DECK SPAN
6" MIN
TYP.
1/4 1/4
TYP
L3X3X1/4
TYP
1/4
6" MIN
TYP.

L3X3X1/4
TYP
1/4
6" MIN
TYP.
1/4
6" MIN
TYP
1/4
TYP

THICKNESS OF WEB (TW)

COL PER PLAN
SPLICE COLUMN AT 48" ABOVE
T.O. STEEL ELEVATION UNO
ON

COLUMN SCHEDULE

SEE COMPLETE JOINT PENETRATION
CONNECTION NOTES ON SHEET S-0.2

COLUMN ENDS

ARE CONSIDERED
"FINISHED"

SURFACES
SPLICE

CAP PLATE
THICKNESS IS 1 1/2" X

HSS WALL THICKNESS,
1" MIN.

C
COLUMN
L 4-INTERNAL

LOCATER PLATES

WELDED TO CAP

PLATE(OPTIONAL)
C
COLUMN
L

FINISHED
COLUMN

END SURFACE
A B
A B

DC CJP TYP
@ ALL SLRS
FRAME

COLUMNS

DC CJP TYP
@ ALL SLRS
FRAME

COLUMNS W/
WELD
ACCESS

HOLE PER

CJP W/ WELD
ACCESS

HOLE PER
CJP

MILL FINISH MILL FINISH
NOTES:

1. STEEL FABRICATOR TO DESIGN AND PROVIDE ALL REQUIRED ERECTION PLATES

2. FOR FINISHED SURFACES AT COLUMN ENDS SEE AISC "CODE OF STANDARD PRACTICE" SECTION 6.2.2.

D
CJP
CJP
NOTES:

1. EITHER DETAIL OR MAY BE USED AT CONTRACTOR'S OPTION.

2. COLUMN SPLICES MAY BE SHOP WELDED AT CONTRACTOR'S OPTION.

SEE COLUMN SCHEDULE FOR SPLICE LOCATIONS.

CJP

CL SPAN

WF BEAM PER PLAN
SCHEDULE 40 STEEL

PIPE SLEEVE
LENGTH = FLANGE WIDTH

ROUND OPENING

PL THK SAME

AS WEB THK

SQUARE OPENING
TW = THK OF
BM WEB
PL 1/2 FLG WIDTH BY

FLG THK HORIZ NEAR

SIDE, TYP
R = 1", TYP
*2D/3 @ GR 50 BMS
D/2 @ GR 36 BMS
D @ W14 AND SMALLER BMS

CL BM & OPN'G

CL OPENING SEE PLAN FOR LOCATION

VARIES SEE MECH
DWGS (3/4 D MAX)
NOTES:

1. THIS DETAIL MAY NOT BE USED WITHOUT PRIOR WRITTEN APPROVAL OF SEOR & DSA.

2. CONTINUITY PLATES AND STIFFENERS SHALL BE 1/2 FLANGE WIDTH; GRADE SHALL MATCH BASE BEAM.

3. FLANGE & STIFFENER NOT REQD FOR 4" SQ HOLES & LESS IN W12 OR DEEPER.

4. WHERE ROUND OPENINGS ARE D/6 OR LESS, REINFORCING SHOWN IS NOT REQUIRED.

A-A

SECTION
D
D/4 MIN D/4 MIN
D/2 MIN
1/4

EA SIDE
OF WEB
SPAN/6 MAX
D*
TYP
W
A-A
TW/2
+1/16

TYP ALL
PL
1/2"
1/2"

ADJECENT
OPN'G

LARGEST
"D" X3
D/3
MIN
D/3
MAX
D/3
MIN
D

CL SPAN
SPAN/6

ADJECENT
OPN'G
LARGEST "W" X3

BENT TUBE STRINGER

SEE PLAN

TUBE STRINGER

SEE COMPLETE JOINT PENETRATION

CONNECTION NOTES ON GENERAL NOTES
CJP

BENT CHANNEL

STRINGER SEE PLAN

CHANNEL STRINGER
CJP AT

CHANNEL

WEB TYP
CJP @

FLANGES
TYP
3/16
3 SIDES
3/8" THK FULL
DEPTH STIFF. PL
A B
C
1/4
N.S.

F.S

HSS BEAM

PER PLAN

HSS BEAM

PER PLAN
1/4

HSS BEAM
1/4 PER PLAN
HSS BEAM 3 SIDES

PER PLAN

BM PER PLAN
WT W/ 1/4" STIFF PL

AT EA SIDE
@ 4'-0" O/C (SEE NOTE)

METAL DECK

PER PLAN

SECTION A-A

PROVIDE

STD HOOK
NOTES:

1. PROVIDE WT/ANGLE WHERE NOTED ON PLAN. NOTE THAT
WT IS NOT SHOWN ON PLAN.

2. WT/ANGLE TO MATCH BEAM/LEDGER tf, bf, tw.
16 GA CLOSURE
PLATE. TACK WELD TO
DECK @ 12" O/C MAX
BM PER
PLAN
WHERE
OCCURS
TYP
WT
ADD 2ND ROW

OF BOLTS AS
REQ'D
BM

PER PLAN
TYP
TYP. TOS

DEPRESSED
TOS

DETAIL AT LEDGER
FOR
ADDT'L

INFO SEE
ANGLE W/ 1/4" STIFF PL
AT 4'-0" O/C
(SIM TO WT SEE

SECTION A-A ABOVE)
1/4
3SIDES
1/4 3-12
A-A
6"

MIN LAP SPLICE
2"
CONC. CURB
(WHERE OCCURS)
1' - 0"
1/4 3-12
13 S-1.10
13 S-1.10

DOWELS TO
MATCH
SLAB REINF.
(PROVIDE
1:6 BEND
"d"
"d"
2"
3"
4"
5"
WT
WT 2X6.5
WT 3X8
WT 4X10.5
WT X9.5
ANGEL
L3x2x3/8 (LLH)
L3x3x3/8 (LLV)
L4x3x3/8 (LLV)
L5x3x3/8 (LLV)
WT/ANGLE SCHED. (CUT VERTICAL LEG/WEB AS NEDED) NOTES:

1. ALL WELDED STUDS SHALL BE 3/4"∅ x AS REQUIRED.

2. SPACE STUDS EVENLY ALONG LENGTH OF SPAN @ 12" (MAX) CENTERS.

3. NOT USED

4. WHERE DECKING IS PARALLEL TO BEAM, DISTRIBUTE STUDS

SYMMETRICALLY IN SIMILAR MANNER TO THAT SHOWN AND NOTED IN DETAIL ABOVE.

5. SEE DET "A" HEREIN WHERE DECKING IS MODIFIED FOR SHEAR STUD 2 STUDS AS REQD WHEN TOTAL

STUDS EXCEED FLUTES IN DECK

GRID GRID

SYMMETRICAL ABOUT

ALL DECK PROFILES
1 ROW OF STUDS 2 ROWS OF STUDS
1 STUD PER FLUTE
(PLB AND B FORMLOK)
2 STUD PER FLUTE
(PLB AND B FORMLOK)
1 OR 2 STUDS PER FLUTE
(PLW2, W2, PLW3, AND W3

FORMLOK)
NOTE:

IF FLANGE IS < 5/16" THICK, THE STUD SHALL

BE CENTERED OVER THE WEB
A
BEFORE

HAT CUT
AFTER
GRID
GRID

CUT AND BEND HAT

TO CREATE A LOW FOR

SHEAR STUDS
3" MIN
1 1/2" MIN
3" MIN
5/16" FLANGE

THICKNESS (MIN)
7/8" MIN
4 1/2"
MIN
4 1/2"
MIN
7/8"
MIN
4"
MIN
BOT. OF

FORMLOK FLUTE
BOT. OF

FORMLOK FLUTE
SPAN
12"
MAX EA
9"
MIN
MAX 12" STUD SPACING

EVENLY DISTRIBUTED
12"
MAX
9"
MIN
1 STUD FLUTE MIN FLUTE MIN 1 STUD
S-1.11 SCALE:N.T.S.
6 TYP DECK SUPPORT AT COLUMN
S-1.11 SCALE:N.T.S.
5 TYP COLUMN SPLICE U.N.O.

S-1.11 SCALE:N.T.S.
9 TYPICAL HOLE THRU STEEL BEAM WEB
S-1.11
SCALE:N.T.S.

REF DET:11 / S-5.2
11 TYPICAL BENT STRINGERS
S-1.11
SCALE:N.T.S.

REF DET:1 / S-3.1
12 HSS BEAM TO HSS BEAM CONNECTION

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:03AM

TYPICAL DETAILS-STEEL
S-1.11
S-1.11
SCALE:N.T.S.

REF DET:11 / S-1.12
7 DROPPED BEAM WITH WT/ANGLE
S-1.11
SCALE:N.T.S.
8 WELDED STUDS
97 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

WF BEAM

PER PLAN

BEAM TO BEAM

SEE WF BM & GIRDER

CONNECTION SCHEDULE

ON DETAIL

WF BEAM

PER PLAN
WF BM
PER PLAN (W18x
SHOWN)
WF BM
PER PLAN (W12x
SHOWN)

WT TO MATCH

DEEPER BM
WF BM

PER PLAN (GIRDER)
A
C B SEE FOR BALANCE. SEE FOR BALANCE.

WF BM

PER PLAN (GIRDER)
WF BM

PER PLAN (GIRDER)
ADD 1/4" THK. PL WHERE

GIRDER IS PART OF SLRS

FOR HSS TO HSS CANTILEVER

SEE DETAIL
FOR CANTILEVER BM @ HSS COL

SEE DETAIL
WF BM

PER PLAN
(W18x SHOWN)
WF BM

PER PLAN (GIRDER)
WF BM

PER PLAN
(W18x SHOWN)
D
SEE FOR BALANCE.

PL 1/2"X3"X1'-8"
AT EA SIDE, 50 KSI MIN
PL 1/2"X3"X1'-8"
AT EA SIDE, 50 KSI MIN
WF BM

PER PLAN
(W18x SHOWN)
WF BM

PER PLAN (GIRDER)

WF BM PER PLAN
(W18x SHOWN)
E
SEE FOR BALANCE.

PL 1/2"X3"X1'-8"

AT EA SIDE,
50 KSI MIN
PLs TO MATCH

BEAM SECTION

PROPERTIES
CJP

BEAM TO BEAM
A
A

BEAM TO BEAM

BEAM TO BEAM
A
A
CJP

SEE COMPLETE JOINT PENETRATION

CONNECTION NOTES ON GENERAL NOTES
ADD 1/4" THICK PLATE WHERE

GIRDER IS PART OF SLRS
E

SECTION
E-E
WF BM

PER PLAN
PLs TO MATCH

BEAM SECTION

PROPERTIES,
50 KSI MIN
1/4
1/4
1/4
3 SIDES
TYP.
1/4
3 SIDES
TYP.

TOP & BOTT

FLANGE, TYP
CJP
TYP
"K" MIN
PL 1/2"X3"X1'-8"
AT EA SIDE, 50 KSI MIN
TYP
"K" MIN
E
3/8
CJP
TYP
13 S-1.10
p
L3X3X3/8 BRACE
(@ 8' O/C UNO)
L MAX=8'-6"
2 MIN
1 3/8"PL W/ 7/8"Ø
A325SC BOLTS
EA END

BRACE PERPENDICULAR TO DECK
(CONN.TO DECK NOT ALLOWED AT SLRS)

BRACE PARALLEL TO DECK
(CONN.TO DECK NOT ALLOWED AT SLRS)

SECTION
(CONN.TO DECK NOT ALLOWED AT SLRS)
(2)-5/8" Ø HILTI KB-TZ-2

CENTERED ON DECK
FLUTE
L4X4X3/8,
TYP
3/8" PL
12" LONG

SLRS BM
L4X4X3/8
TYP
PROVIDE 2X BOLT DIAM

TO ALL STL EDGES
TYP.

L4X4X3/8
TYP
PROVIDE 2X BOLT DIAM

TO ALL STL EDGES
TYP.

PROVIDE 2X BOLT

DIAM TO ALL STL EDGES
TYP.

PROVIDE 2X BOLT

DIAM TO ALL STL
EDGES TYP.

PLATE TO BE OVER

WHOLE LOW FLUTE
TYP.

EQ EQ
+/- 1"
3/16
2d 2d MIN p
MIN
@ DECK

BRACE NOT CENTERED

ON LOW FLUTE
(CONN.TO DECK

NOT ALLOWED AT SLRS)
1' - 0"
3" 6" 3"
EQ EQ
1" MAX
TYP
2X BOLT DIA

MIN TYP
3/16
typ.
2X BOLT
DIA TYP.

NOTE:

DO NOT USE WHERE CURTAIN WALL OR EXTERIOR STUD
WALL ARE ATTACHED TO DECK EDGE.

A
D
B
E
C F

CONC FILL DECK
ADDL (2) #4 CONT
L4X3X1/4" (LLV) @ 8'-0" O/C MAX ALIGN
W/ "OPP BEAM" AND LOCATE AT EDGE

FORM SPLICE AND TERMINATION
#4 DEFORMED BAR A706 ANCHOR
@ 16" O/C LAP W/ REINF
#4 DEFORMED BAR A706
ANCHOR @ 16"O/C LAP W/
L4X3X1/4" (LLV) @ 8'-0" O/C MAX ALIGN REINF
W/ "OPP BM" & LOCATE AT EDGE FORM

SPLICE AND TERMINATION
2" MIN BEARING AT
DECK

CONC FILL DECK
10GA EDGE FORM
(3) #4 CONT
EOD
2" MIN BEARING AT DECK

CLOSURE PL, GA TO MATCH DECK
(TACK WELD TO DECK @ 12" O/C MAX)

CONC FILL DECK
1/4" CONT BENT PL

REINF PER PLAN

REINF PER PLAN
2" MIN BEARING AT
DECK

CLOSURE PL, GA TO MATCH DECK
(TACK WELD TO DECK @ 12" O/C MAX)

CONC FILL DECK DIRECTION

PER PLAN

REINF PER PLAN

CURTAIN WALL PER ARCH
1/4" CONT BENT PL
(1) #4 CONT

CLOSURE PL

CONC FILL DECK

REINF PER PLAN
10GA EDGE FORM
(1) #4 CONT
EOD

REINF PER PLAN
#4 @ 16"OC
180° HOOK
36"

CONC FILL DECK
2" MIN BEARING AT DECK

STEEL BM

REINF PER PLAN

EXTERIOR WALL PER ARCH
10GA EDGE FORM

TACK WELD FORM TO DECK
10GA EDGE FORM
(1) #4 CONT
EOD

STEEL BM
#4 @ 16"OC
180° HOOK
42"
"OPP BEAM"

STEEL BM
#4 @ 16"OC
180° HOOK
36"
#4 @ 16"OC 180° HOOK
42"

STEEL BM
#4 CONT

CURB WHERE OCCURS
#4 CONT

CURB WHERE OCCURS
EOD

EOD SUPPORTING WALL CLIP
EOD

EOD SUPPORTING WALL CLIP

EOD EOD

DECK PERPENDICULAR
L4X3X1/4" (LLV) @ 8'-0" O/C MAX.

LOCATE AT EDGE FORM SPLICE &

TERMINATION
"OPP BEAM"
3/8" PL
3/8" PL

DECK PARALLEL
#4 @ 12" O/C TO BE

CENTERD WITHIN CURB
EOD
#4 @ 12" O/C TO BE

CENTERD WITHIN CURB
3/8" PL
ADD L3X3X3/16

A B C F

EOD PER PLAN
(12" MAX)
1/8 3-12
3" MIN
10" MAX
3/4" CLR
2" MIN

TO REBAR

BEARING

EOD PER PLAN
12"< L< 18"
3/4"
3/8
3/8
1/8 3-12

EOD PER PLAN
(12" MAX) 6" MAX
1/8 3-12
3" MIN
10" MAX
CJP

HEIGHT OF
CONC. FILL
3/4"
3/8
3/8

OR AISC MIN
3/4" CLR

TO REBAR
6" MAX
2" MIN

BEARING
3/16 3-12
2' -0" MIN

EOD PER PLAN
12"< L <18"
1/4
2" MIN

BEARING
2'-0" MIN

EOD PER PLAN
(12" MAX)
1/4
2" MIN

BEARING

HEIGHT OF

CONC FILL
3/16 3-12
3" MIN
10" MAX +/- 1"

EOD PER PLAN
12" < L < 18"
6" MAX
1/4
3 SIDES
1/8 3-12

EDGE FORM

TO ANGLE
CJP
1/4
3 SIDES
TYP
1/4 2"
EA END
6"
1' - 6" < L < 2' - 6"

BALLON FRAMED

PLATFORM FRAMED
3" MIN

BALLON FRAMED
3" MIN

PLATFORM FRAMED
2" MIN

BEARING
3/4" CLR

TO REBAR
3/4" CLR

TO REBAR

FULL DEPTH CONNECTION PL, SEE
CONNECTION SCHEDULE FOR NO. OF

BOLTS AND WELD ON DETAIL

BM SEE PLAN

CL SLRS BEAM

BM SEE PLAN
L3X3X3/8 W/ (1) 7/8"Ø A325SC BOLTS
EA END
3/8" PL CENTER

WP ON BM
1 2

CL SLRS BEAM
3/8" FULL DEPTH

STIFF PL
3/8" FULL DEPTH

STIFF PL

FULL DEPTH CONNECTION PL, SEE
CONNECTION SCHEDULE FOR NO.

BOLTS AND WELD
1"Ø
A325SC BOLT
3/8" THK PL.

SEE

WHEN BEAM

DOES NOT OCCUR

FLANGE TO
FLANGE
1/4
3 SIDES 1/4 8
1/4 8
12"
MAX
1 1/2"
CLR
1/4 8
1/4 8
2" 2"
1/2"
1"
CLR
2"
2"
1" CLR
1/4
3 SIDES
13 S-1.10
3 S-1.12

TYPICAL SLAB DEPRESSION

DECK PERPENDICULAR TO SUPPORT

TYPICAL SLAB DEPRESSION

DECK PARALLEL TO SUPPORT

BM PER PLAN
3/16" BENT PL OR CONT ANGLE
WHERE "X" IS 3" OR SMALLER

DOWELS TO

MATCH SLAB
REINF.
12 GA BENT PL

BM PER PLAN
L3X3X1/4
@ 48"OC AND
12" FROM EA END
B
C
STEP @ WT D

SEE B C
L6X4X3/8 (LLV)

BM PER PLAN

DECK PER PLAN

SEE B C
SLAB REINF. PER
PLAN

WITH STD HOOK
#4 CONT
#4 @ 12" O/C TO BE

CENTERED WITHIN CURB
SLAB REINF. PER

PLAN WITH STD HOOK
#4 CONT
#4 @ 12" O/C TO BE

CENTERED WITHIN CURB
#4 CONT
#4 @ 12" O/C

TO BE CENTERED WITHIN
CURB
A

PROVIDE ANGLE
BRACE
PER
DET

DOWELS TO MATCH SLAB REINF

CLOSURE PL, GA TO MATCH DECK
(TACK WELD TO DECK @ 12" O/C
MAX)
3/16 2-12
3"
1"

SEE PLAN
(SLOPE WHERE SHOWN)
CJP

LAP SPLICE
TYP
6" MAX
"X"

SEE PLAN
10" U.N.O.

ON PLAN
6" MAX
3/16 3 3/4" MAX
"X"
1/8 2-12
2"
6" MAX
3"

LAP SPLICE
TYP
6" MAX
6" MAX
PER
PLAN
6" MAX
2" MIN
3 S-1.12
7 S-1.11
A
2-12

BM PER PLAN
L3X3X1/4 CONT
18GA

CLOSURE PL, TYP

TOPPING SLAB

WHERE OCCURS

ARCH, TYP

WHERE CURB OCCURS

PER PLAN
#4 CONT
#4 @ 12" O/C
SLAB REINF. PER

PLAN WITH STD
HOOK

SEE PLAN
'X"

SEE PLAN
WHERE "X" IS LARGER THAN 3" "X"
3/16
3 SIDES
FULL DEPTH STEFF PL @ 48" O/C
3/16 3" MIN
3/16
3 SIDES
FULL DEPTH STEFF PL @ 48" O/C
3/16 2-12
3/16 2-12
3/16
SCALE: N.T.S. S-1.12
1 TYPICAL CANTILEVER BEAM CONNECTION
SCALE: N.T.S. S-1.12
3 BEAM BOTTOM FLANGE BRACE DETAILS
SCALE: 3/4" = 1'-0" S-1.12
9 EDGE OF CONC FILL DECK (EOD) AT FLOOR/ROOF
SCALE: N.T.S. S-1.12
4 BEAM BOTTOM FLANGE BRACING DETAIL
SCALE: N.T.S. S-1.12
11 TYPICAL STEPPED SLAB

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:07AM

TYPICAL DETAILS-STEEL
S-1.12
98 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

BEAM PER
PLAN TYP.

STRUCTURAL

STYROFOAM
#4 @ 12" O/C
A706 W/ STD HOOKS
@12"O/C ALL AROUND
PAD TYP.

ANCHOR BOLT PER

MECH DWGS
(MIN 1/2" Ø HILTI KB-TZ-2 @ EA. CORNER W/ 3"
EMBED)

MTL DECK PER
PLAN

RIGID INSULATION PER
ARCH
6" LWC SLAB W/ #4 @ 12"
O/C E.W.

BEAM PER PLAN
(W12X19 TYP WHERE NOT

SHOWN ON PLAN)
#3 DOWELS
W/ STD
HOOKS
@12"O/C ALL

AROUND PAD

BALANCE OF INFO
SEE
DET
6" MIN
4" TYP
CJP
(A706 REBAR

TO BEAM
TYP)

CONDENSING UNIT
PER

MECH DWGS
(MAX OPERATING
WEIGHT 700 LBS)
24"

MINEQ EQ
6' MAX
8" MIN
12" MAX
3 S-1.13
(2) #5 BARS AROUND PEDESTAL

MTL DECK

PER PLAN
(5) #6 A706

EA FACE OF PEDSTAL
WF BM

PER PLAN, TYP
(4) 1/2" DIAM HEAVY HEX HEAD
BOLTS (F1554, Gr 36) W/ 5"
EMBED
1/4
TYP
30" SQ

SEE ARCH
(+/-20")

MECH'L EQUIPMENT
(MAX OP. WT. = 2500 LBS)
CURB &
ATTACH. PER

MECH DWGS
BEAM PER PLAN (W14X22

TYP WHERE BEAM NOT

SHOWN ON PLAN)

BEAM PER PLAN
#4 @ 12"
O/C E.W.
#4 @ 12" O/C A706
@12"O/C ALL
AROUND PAD TYP.
5/8"Ø HILTI KB-TZ-2 @ EA CORNER
& 24" O/C MAX THEREAFTER
W/ 4" MIN EMBED PER ESR-4266

BARE MTL DECK

PER PLAN
ADD L3X3X1/4 AS NEEDED TO
PROVIDE 2" DECK BEARING
CJP
TYP
NOTES:

1. REFER TO MECH DWGS FOR
ADDITIONAL INFO.

2. REFER TO ARCH DWGS FOR

DIMENSIONS & LOCATIONS
CJP
TYP

PER ARCH
12" MAX

LAP SPLICE
TYP
48" MAX
48"
MIN
6" MIN
NOTES:

1. SEE MECHANICAL DOCUMENTS FOR BALANCE OF INFORMATION.

2. SEE DETAIL FOR STEEL SIZE AND CONNECTION.

SEE DETAIL

FOR CLOSURE PLATE,

PROVIDE MITER AT CORNERS

W/ SQUARE WELD ALL AROUND

EXHAUST FAN OR

HOOD SEE MECH
DWGS
(120 LBS MAX)

PRE-FAB CURB PER

MANUFACTURER ATTACH UNIT
TO CURB W/ MIN OF (2) #10 SMS

EA CORNER

FILLER AND NAILER

PER MFR

BOLT CONNECTION

PER MFR (MIN OF
(2) 3/8" Ø M.B. EA CORNER)

CONC FILLED METAL

DECK PER PLAN

ROOFING
STIFF PL.

PER

OPENING

SEE DETAIL
3/16 4

PRE-FAB

CURB TO PL

EA CORNER
9 S-1.8
9 S-1.8
9 S-1.8
9 S-1.8
DET "A"
DET "F"
A
3/8" HILTI KB-TZ-2
(MIN 2". EMBED)
(ESR-4266) TYP.
1 5/8x1 5/8x12GA
UNISTRUT.
(UNISTRUT MAY BE

ROTATED TO ANY
ANGLE IN PLAN. TYP.)

SEISMIC BRACKET PER MEP DRAWINGS
(SEE OPM REFERENCED ON MEP GENERAL NOTES)

SEISMIC BRACKET ATTACHMENT TO CONCRETE FILLED METAL DECK

HANGER ATTACHMENT TO CONCRETE FILLED METAL DECK
1 5/8x1 5/8x12GA
UNISTRUT.
(UNISTRUT MAY BE

ROTATED TO ANY
ANGLE IN PLAN. TYP.)
3/8" HILTI KB-TZ-2
(MIN 2". EMBED)
(ESR-4266) TYP.

HANGER PER MEP DRAWINGS
(SEE OPM REFERENCED ON

MEP GENERAL NOTES)
1 5/8X1 5/8X12GA SINGLE STRUT
(SOLID, PUNCHED, OR SLOTTED)

DETAIL A
3/8" TO 3/4" Ø ATR HANGER

SEISMIC BRACKET & CONNECTION

PER MEP DRAWINGS
(SEE OPM REFERENCED

ON MEP GENERAL NOTES)

SEEDETAIL C

FOR WELDING
OPTION

STRUCTURAL

STEEL BM
(MIN Fu=58 KSI,
TYP)

ITW BUILDEX SELF-DRILLING SELF TAPPING
METAL SCREW (REF.ICC-ES ESR-1976)
#12-24X1 1/2"HWH TEKS/5
FOR 1/8" TO 1/2" BEAM FLANGE
2 PER EACH SIDE,TYP

DETAIL C

WELDING OPTION
NOTE:ALL WELDS TO BE MIN
70XX ELECTRODE WELDS

SEISMIC BRACKET ATTACHMENT TO STEEL BEAM WITH

SELF-DRILLING FASTENERS OR WELDING
150#
MAX

DETAIL C

WELDING OPTION
NOTE:ALL WELDS TO BE MIN
70XX ELECTRODE WELDS

SEE DETAIL A FOR

INFORMATION NOT

SHOWN IN THIS DETAIL
CL
150#
MAX
150#
MAX

DETAIL A

STRUCTURAL

STEEL BM
(MIN Fu=58 KSI, TYP)

ITW BUILDEX SELF-DRILLING SELF TAPPING
METAL SCREW (REF.ICC-ES ESR-1976)
#12-24X1 1/2"HWH TEKS/5
FOR 1/8" TO 1/2" BEAM FLANGE
2 PER EACH SIDE,TYP
1 5/8X1 5/8X12GA SINGLE STRUT
(SOLID ONLY) MAY BE ROTAED
TO ANY ANGLE, TYP.

SEISMIC BRACKET & CONNECTION

PER MEP DRAWINGS
(SEE OPM REFERENCED

ON MEP GENERAL NOTES)
150#
MAX

BRACES TO BE WELDED

AS SHOWN BELOW

WF BEAM

TUBE OR CHANNEL

SEISMIC BRACKET WELDED ATTACHMENT

TO A STRUCTURAL STEEL BEAM
150#
MAX

HANGER ATTACHMENT TO STEEL BEAM WITH

SELF-DRILLING SELF-TAPPING METAL SCREWS

SEISMIC BRACKET &

CONNECTION

PER MEP DRAWINGS
(SEE OPM REFERENCED

ON MEP GENERAL NOTES)
150 LBS
MAX150 LBS
MAX
150 LBS
MAX
150#
MAX
30° MIN
60° MAX
30° MIN
60° MAX
8" MAX
EQ EQ
10" MAX
EQ EQ
1/8" MIN
1/2" MAX
3/8"
MIN
1" TYP
11 1/8" 11 3/8"
EQ EQ
6" MIN & 24" MAX
1/8 3" MIN
1/8 3" MIN
30° MIN
60° MAX
1" TYP
3/8"
MIN
1/8" MIN
1/2" MAX
150 LBS
MAX
150 LBS
MAX

DETAIL C

WELDING OPTION
NOTE:ALL WELDS TO BE MIN
70XX ELECTRODE WELDS
CL
BM

HANGER ATTACHMENT TO STEEL BEAM WITH

SELF-DRILLING SELF-TAPPING METAL SCREWS
1 5/8X1 5/8X12GA SINGLE STRUT
(SOLID, PUNCHED, OR SLOTTED)

DETAIL A
3/8" TO 3/4" Ø A.T.R. HANGER

SEISMIC BRACKET & CONNECTION

PER MEP DRAWINGS
(SEE OPM REFERENCED

ON MEP GENERAL NOTES)

ITW BUILDEX SELF-DRILLING SELF TAPPING
METAL SCREW (REF.ICC-ES ESR-1976)
1/4-28X3" HWH TEKS/5 FOR 1/8" TO 1/2" BEAM
FLANGE, 2 PER SIDE TYP.
100#
MAX
100#
MAX

SEEDETAIL C

FOR WELDING
OPTION

STRUCTURAL

STEEL BM
(MIN Fu=58 KSI,
TYP)
1/8" MIN
1/2" MAX
3/8"
MIN
1" TYP
3"
MAX
3"
MAX
4 1/2"
1/8 1" MIN MAX
HANGER & BRACE ATTACHMENT TO CONC. SLAB
12"
150 LBS
MAX
6" MIN & 24" MAX
EQ EQ
150#
MAX
EQ EQ
1 5/8x1 5/8x12GA
UNISTRUT.
(UNISTRUT MAY BE

ROTATED TO ANY
ANGLE IN PLAN. TYP.)X

HANGER PER MEP DRAWINGS
(SEE OPM REFERENCED ON

MEP GENERAL NOTES)
3/8" HILTI KBTZ
2 1/2" NOM. EMBED
(ESR-1917) TYP.
3/8" HILTI KBTZ
2 1/2" NOM. EMBED
(ESR-1917) TYP.

HANGER PER MEP DRAWINGS
(SEE OPM REFERENCED ON

MEP GENERAL NOTES)

DUCT, CABLE TRAY,
PIPES, ETC.

CEILING HANGER WIRE
PER ARCHT'L DRAWINGS.

PROVIDE SADDLE TIE CONNECTION TO
UNISTRUT PER DSA IR 25-2 FIGURE 4.29

OR PROVIDE SCREW CONNECTION TO SIDE
OF STRUT PER FIGURE 4.24
(TOTAL MAX LOAD TO UNISTRUT = 200 LBS)

STRUT DUCT SUPPORT FRAME

PER MEP DRAWINGS/OPM AS

REFERENCED ON MEP DRAWINGS
(LAT./LONG. BRACING WHERE

OCCURS)
P1000 UNISTRUT BETWEEN DUCT SUPPORT
FRAME
W/ P1065 FITTING AT EA END
W/ 1/2" DIAM BOLTS TO EA STRUT
(TOTAL MAX LOAD TO UNISTRUT = 200 LBS)

WHERE HANGER OCCURS UNDER DUCT

AND BETWEEN FRAMES

HANGER TO STRUCTURE
PER
DET.
9 S-1.13

SECTION VIEW ELEVATION VIEW

CEILING HANGER WIRE
PER ARCHT'L DRAWINGS.
(SEE SECTION VIEW

FOR ADDT'L INFO)

STRUT DUCT

SUPPORT FRAME PER

MEP DRAWINGS/OPM

AS REFERENCED ON

MEP DRAWINGS
6' - 0" MAX
16 GA HANGER STRAP
W/ EXP. ANCHOR
(500 LBS MAX HANGING LOAD)
3/8" HILTI KB-TZ2
W/ 2 1/2" NOM. EMBED PER ICC ESR 4266
(TORQUE TEST = 30 FT-LBS)

W/ STD CUT WASHER
TYP.
0" MIN.
16 GA HANGER STRAP

W/ PIGTAIL EMBED
(175 LBS MAX HANGING LOAD)
1" DOUBLE CIRCLE "PIGTAIL EMBED"

OR SIMILAR UPPER ATTACHMENT
PER SMACNA FIGURE 4-3.
16 GA HANGER STRAP

W/ SHOT-PIN
(150 LBS MAX HANGING LOAD)

0.157" DIAM HILTI X-U SHOT PIN W/ WASHER
W/ 1 1/4" MIN EMBED
PER ICC ESR 2269
NOTES:

1. FOR HANGER CONDITION SEE
MECHANICAL DRAWINGS.

2. HANGER SPACING SHALL BE PLACED

SUCH THAT MAXIMUM LOADS SHOWN
HEREIN ARE NOT EXCEEDED.

REPORT

SEE ICC

CONC FILLED METAL DECK

PER PLAN

SOLAR PANEL PER MFR
(3 PSF TOTAL ASSEMBLY WT MAX)

CONT WHERE OCCURS

SOLAR PANEL FRAME PER MFR
(SEE 2/PV-0.05)

BRACKET PER MFR
3/8"ø S.S. LAG BOLT (3" LONG)

INTO PTDF SLEEPER
4X4 PTDF SLEEPER
OVER (3)-HIGH FLUTES
W/ (2)-1/2"ø THRU BOLT PER SLEEPER
3"x12 GA PL
W/ (2)-#10 SMS TO (2) LOW FLUTES
6GA VERCO 3.5D

DOVETAIL MTL DECK
S-1.13 SCALE:N.T.S.
1 CONDENSING UNIT
S-1.13 SCALE:N.T.S.
2 PAVIT CRANE SUPPORT
S-1.13
SCALE:N.T.S.

REF DET:1 / S-1.13
3 SECTION AT EQUIPMENT PAD
S-1.13
SCALE:N.T.S.
4 TYP EXHAUST FAN & INTAKE HOOD ANCHORAGE DETAIL
S-1.13 SCALE:N.T.S.

REF DET:8 / S-1.13
9 HANGER AND BRACE ATTACHMENT TO STRUCTURE
S-1.13
SCALE:N.T.S.
8 CEILING HANGER AT OBSTRUCTION
S-1.13
SCALE:N.T.S.
12 DUCT HANGER STRAP @ CONC FILLED DECK

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:10AM

Gardena City CouncilDecember 12, 2023

Gardena City Council
December 12, 2023