San Luis Obispo City Council
June 20, 2023

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-104

1. IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING ELEMENTS OF CONSTRUCTION:

A. FOUNDATION REINFORCING

SHEATHING NAILING FOR THE WOOD LATERAL FORCE-RESISTING SYSTEM, INCLUDING DIAPHRAGMS AND

2. THE OBJECTIVE OF THE STRUCTURAL OBSERVATION IS TO BECOME FAMILIAR WITH THE PROGRESS AND QUALITY

OF THE CONTRACTOR'S WORK AND DETERMINE IF THE WORK IS BEING COMPLETED IN GENERALCONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS A. STRUCTURAL OBSERVATIONS ARE NOT INSPECTIONS AND SHALL NOT BE USED AS A REPLACEMENT FOR

THE SPECIAL INSPECTIONS REQUIRED BY THE CODE OR REFERENCED STANDARD OR FOR SPECIAL INSPECTIONS REQUIRED IN THIS DOCUMENT.

B. THE PERSON COMPLETING THE STRUCTURAL OBSERVATIONS DOES NOT HAVE RESPONSIBILITY FOR ANY

ACTS OR OMISSIONS BY THE CONTRACTOR OR OF ANY OTHER ENTITY PROVIDING MATERIALS OR SERVICES ON THE PROJECT.

3. ADEQUATE NOTIFICATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER PERFORMING OBSERVATIONS, A MINIMUM OF (2) WORKING DAYS, PRIOR TO OBSERVATION OF THE WORK.

STRUCTURAL OBSERVATIONS

1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .

THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:

A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.

B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO

PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.

C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING

OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE

DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF

SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.

D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL

OCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED

REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC

FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF

AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.

STATEMENT OF SPECIAL INSPECTIONS

1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:

A. STEEL INCLUDING MISC. METALS
a. SHOP DRAWINGS FOR FABRICATION AND ERECTION
b. WPS's (INCLUDING PQR'S AS APPLICABLE)
c. REINFORCING STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT

2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:

A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:

B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED

PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS

AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.

D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.

3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS

SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.

4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR

MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.

5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.

SUBMITTALS

1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.

EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:

A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS) a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED

FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS (AISC 201-06).
b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION. c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF

COMPLIANCE MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS

SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.
d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY. e.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.

SHOP FABRICATION

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-105

REQUIRED VERIFICATION AND INSPECTIONS
STEEL

WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1) QC QA AWS 2015 D1.1 REFERENCE

1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3

2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.23. WPS AVAILABLE P P -

4. MATERIAL IDENTIFICATION (TYPE/GRADE) O O 6.2

5. WELDER IDENTIFICATION SYSTEM O O 6.4

6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE) OO

6.5.2 5.22

5.15 5.18

5.10, 5.22.1.1

7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) PO -
---

8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7 & AISC 360-16 J1.6

9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) OO 5.22.1 5.15

5.18 10. CHECK WELDING EQUIPMENT O ___ 6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)

1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING -EXPOSURE CONTROL OO

6.2 5.3.1

5.3.2 (SMAW)

5.3.3 (SAW)

2. NO WELDING OVER CRACKED TACK WELDS O O 5.183. ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE OO 5.12.1

5.12.2 4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) - PROPER POSITIONS (F, V, H, OH) OO

6.3.3, 6.5.2, 5.5, 5.21

5.6, 5.7

5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS OO

6.5.2, 6.5.3, 5.24

5.30.1 6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P - INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)

1. WELDS CLEANED O O 5.30.1

2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.13. WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY PP

6.5.3 TABLE 6.1(1)TABLE 6.1(2)TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)TABLE 6.1(7)TABLE 6.1(8)

4. ARC STRIKES P P 5.29

5. k-AREA PP AISC 360-16 CA3.1c & J10.8

6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b] PP -

7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) PP 5.10, 5.31

8. REPAIR ACTIVITIES P P 6.5.3, 5.26

9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER PP 6.5.4, 6.5.5

10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF

THE EOR OO -
STEEL

BOLTING
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1) QC QA 2014 RCSC SPEC. REFERENCE

1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS OP 2.1, 9.1

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO FIGURE C-2.1, 9.1
(SEE ASTM

STANDARDS)

3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) OO 2.3.2, 2.7.2, 9.1

4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL. O O 4, 8

5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS.

OO 3, 9.1, 9.3

6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.

PO 7, 9.2

7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS OO 2.2, 8, 9.1
INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2)

1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED. OO 8.1, 9.1

2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION OO 8.1, 9.1

3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OO 8.2, 9.2

4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINTTOWARD THE FREE EDGES.

OO 8.2, 9.2
INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3)

1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___ REQUIRED VERIFICATION AND INSPECTIONS CONT.

STEEL ELEMENTS OF COMPOSITE CONSTRUCTION

DECK AND HEADED STUDS

INSPECTION TASKS PRIOR TO CONCRETE PLACEMENT
(AISC 360-16 N.6.1)

1. PLACEMENT AND INSTALLATION OF STEEL DECK P P ___

2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P ___2. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P ___0 - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.

P - PERFORM THESE TAKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR STEEL ELEMENT.

REFER TO CONCRETE TABLE FOR REQUIRED GROUTING INSPECTIONS BELOW BASE PLATES.

REQUIRED VERIFICATION AND INSPECTIONS

MASONRY
LEVEL 2 QUALITY ASSURANCE

MINIMUM TESTS

PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5

VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUT VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,

EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE

MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
X Art. 1.5
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1, 2.6 A 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, 3.6A
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 f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D

3. 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. 6.3.1, 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

4. VERIFY DURING CONSTRUCTION:
a. 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 STRUCTURAL ELEMENTS X Art. 3.3 Fd. 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), 6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F ) 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

5. 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
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE

TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY

REQUIRED VERIFICATION AND INSPECTIONS
WOOD
CODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015

SPECIAL INSPECTION OR TEST

CONTINUOUS

PERIODIC CBC REFERENCE

3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING LESS THAN OR EQUAL TO 4" OC.
- WOOD DIAPHRAGMS - DRAG STRUTS
___ X 1705.12.2

4. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING GREATER THAN 4" OC (NOT REQUIRED)
- WOOD DIAPHRAGMS - DRAG STRUTS
___ ___ 1705.12.2

6. METAL PLATE CONNECTED WOOD WITH OVERALL HEIGHTS OF 60 INCHES OR

GREATER
- PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING IN ACCORDANCE WITH APPROVED TRUSS SUBMITTAL PACKAGE ___ X 1705.5.2

REQUIRED VERIFICATION AND INSPECTIONS
SOILS
CODE TABLE 1705.6

SPECIAL INSPECTION OR TEST

CONTINUOUS

PERIODIC

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ___ X

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. ___ X

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___ X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X ___

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ___ X

CONCRETE CONSTRUCTION
CODE TABLE 1705.3

SPECIAL INSPECTION OR TEST

CONTINUOUS

PERIODIC REFERENCED STANDARD CBC REFERENCE

1. INSPECT REINFORCMENT AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4

2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5 16" AND c. INSPECT ALL OTHER WELDS
______
X
XX
___
AWS D1.4
ACI 318: 26.6.4 ___

3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318: 17.8.2 ___

5. VERIFY USE OF REQUIRED MIX DESIGN ___ X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

X
___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
1908.10

8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3- 26.5.5 1908.9

12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.

REQUIRED VERIFICATION AND INSPECTIONS

1 A B C D
2 A B C D
12 HSS 6x6x 1
4 HSS 6x6x 1
4 HSS 6x6x 1
4 HSS 6x6x 14 HSS 6x6x 14
HSS 6x6x 14 F3
F3 F3
F3
F3 F3
TB1
TB1
TB1 TB1
5" CONC SLAB W/ #4 @
16" OC EA WAY SLOPE

TO DRAINS PER ARCH
11 S-303
11 S-303
11 S-303
12 S-303
12 S-303
13 S-303
11 S-303
HSS
43 S-303
TYP
OF 3
43 S-303
TYP
OF 3
C3.5
C3.5
C3.5
C3.5
C3.5
C3.5
1 A B C D
2 A B C D
12 2'-0" 4'-0" MIN
TYP OF 6
LINES 1 & 2
1'-4" 8" 4'-0"
TYP OF 6
LINES 1 & 2
2'-0"
41 S-411 HSS 8x4x 3
16 HIP TYP
HSS 8x4x 3 16 HIP TYP
HSS 8x4x 316 HIP TYP HSS 8x4x 3 16 HIP TYP
HSS10 x 4 x 3 16 BMHSS10 x 4 x 3 HSS10 x 4 x 16 BM
3 16 BM
HSS10 x 4 x
3 16 BM
HSS 4x4x 14 ON WALL HSS 4x4x 14 ON WALL
HSS 4x4x 1
4 ON WALL HSS 4x4x 14 ON WALL
DO
DO
DO
DO
DO
DO
DO
DO
DO

DODODODO
600S200-33
@ 24" OC

MAX TYP
DO
DO

DODODODO
DO
DO
DO
DO
DO
600S200-33
@ 24" OC

MAX TYP DO
DO
600S200-33
@ 24" OC

MAX TYP
DO
DO
DO
DO
DO
DO
600S200-33
@ 24" OC

MAX TYP
DO
DO
600S200-33
@ 24" OC

MAX TYP
21 S-411
TYP
TYP @ CORNER
42 S-411
TYP
11 S-412
13 S-402
32 S-411

BEL ABV
41 S-411
TYP
12 S-412
TYP @
CORNER
4 S-221
2 S-221
3 S-221
1 S-221
6'-0" MIN
CONT C6 TYP

FROM CORNERSW
1 RESTROOM FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
2 RESTROOM ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH
S-201

PAD FOOTING SCHEDULE

TYPE WIDTH LENGTH THICKNESS TOP REINF BOT REINF DETAIL
F3 3'-0" 3'-0" 2'-0" SEE NOTE 12 (4) #5, EW (4) #5 , EW 43/S-303

TIE BEAM SCHEDULE

TYPE WIDTH THICKNESS LONG REINF TRANS REINF DETAIL
1'-4" 1'-0" SEE NOTE 12 (2) #4 @ TOP (2) #4 @ BOT TB1 #3 @ 24" OC 32/S-303

FOUNDATION PLAN NOTES

1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:

2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.

3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.

4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.

7. SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.

9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.

10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.11. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.

12. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:

A. 30" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.

B. 30" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.

DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-103
TESTING AND INSPECTION S-104
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405

SYMBOL LEGEND
INDICATES CONC MASONRY WALL PER DETAIL XX/S-3XX
SSINDICATES STEPPED FOOTING PER DETAIL 33/S-301

SCHEDULES

CONTINUOUS FOOTING SCHEDULE

MARK WIDTH MIN EMBED BELOW LOWEST PAD GRADE LONG REINF STIRRUP DETAIL 3'-6" SEE NOTE 12 #3 @ 12" OC 11,12 /S-303 C3.5

ROOF FRAMING NOTES

1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:

A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS

2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.

4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.

5. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE

ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAILS 11-43/S-404, UNO.

6. DIAPHRAGM TYPES:

ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/-406

7. FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR

OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.

8. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THEFRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.

DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 -S-303
TYPICAL MASONRY DETAILS S-303, S-401-403

SYMBOL LEGEND
1 1 1
1 1
1 1
1 6(VERT)X2X1/4 HSS6(VERT) X2X1/4
11 S-303
3 11
S-303
3 11
S-303
3 11
S-303
3

A
1 2 4 5
B
D
E
3 C
1 2 3 4 5
A
B
D
E
C
P1
P1 P1
P1
P1 P1
P1 P1
C1
C1
C1
C1
C1 C1
HSS 4x4x 1
4 HSS 4x4x 1
4 HSS 4x4x 14
HSS 4x4x 14
HSS 4x4x 1
4 HSS 4x4x 1
4 HSS 4x4x 14
HSS 4x4x 14
C1 C1
5" CONC SLAB W/ #4
@16" OC EA WAY

SLOPE PER ARCH
33 S-303
TYP
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302 A
1 2 4 5
B
D
E
3 C
1 2 3 4 5
A
B
D
E
C
B2 ABV
B2 ABV
B5
B5
B5
B5
B5 B5
B5 B5
J1
TYP
J2
TYP
B2 ABV B2 ABV
B2 ABV B2 ABV
B1
B2 ABV
B1
B1 B1
B1
B1 B1
B2 ABV
(2*)B4
(2*)B4 (2*)B4
(2*)B4
(2*)B4
(2*)B4 (2*)B4
(2*)B4
(2*)B4 (2*)B4 (2*)B4 (2*)B4 B1

HSS COL BEL PER FDN HSS COL BEL PER FDN

HSS COL BEL PER FDN HSS COL BEL PER FDN

HSS COL BEL PER FDN

HSS COL BEL PER FDN

HSS COL BEL PER FDN

HSS COL BEL PER FDN
(2*)B3
BEL
(2*)B3
BEL
(2*)B3
BEL
(2*)B3
BEL
33 S-411
13 S-412
11 S-411
B3 TO

COL TYP
31 S-412
TYP
22 S-412
TYP
23 S-412
TYP
21 S-412
TYP
S-211
1 KIOSK FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
2 KIOSK ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH

FOUNDATION PLAN NOTES

1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:

2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.

3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.

4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.

9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.

10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 11/S-302.11. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 42/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.

12. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:

A. 30" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.

B. 30" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.

DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301- S-303

SYMBOL LEGEND
SSINDICATES STEPPED FOOTING PER DETAIL 43/S-301

SCHEDULES

CONTINUOUS FOOTING SCHEDULE

MARK WIDTH MIN EMBED BELOW LOWEST PAD GRADE LONG REINF STIRRUP DETAIL C1 1'-0" SEE NOTE 12 #3 @ 12" OC 33/S-303

POLE FOOTING SCHEDULE
MARK DIA (Ø) EMBEDMENT DEPTH VERT REINF TIE REINF DETAIL 2'-0" 7'-0" (6) #4 #3 SPIRALS PITCH PER 13/S-302 P1 13/S-302

ROOF FRAMING NOTES

1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:

A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS

2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.

4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.

5. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE

ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAILS 11-43/S-404, UNO.

6. DIAPHRAGM TYPES:

ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/-406

7. FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR

OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.

8. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THEFRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.

DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 - S-303

SYMBOL LEGEND

JOIST / BEAM SCHEDULE

MARK SIZE REMARKS
J1 400S200@ 8" OC
J2 400S200@ 16" OC
B1 HSS 6x4x3 16
B2 HSS 6X2X3 16B3 HSS 4X4X3 16
B4 C4x5.4
B5 C6X8.2

SCHEDULES
( 2* ) INDICATES TWO LEVELS OF SUPPORT FRAMING AT EYEBROW AND COUNTER LEVELS - SEE ARCH 1 1
1 1
1 1
1 1
1 1
1 1

01-GROUND FLOOR
0' - 0"02-TOP CMU10' - 0"
2 1
#5 CTR IN WALL - TYP UNO
NOTE:

REINFORCING SHOWN IS IN PLACE

OF TYPICAL REINFORCING PER PLAN
A D
01-GROUND FLOOR0' - 0"02-TOP CMU10' - 0"
#5 CTR IN WALL - TYP UNO
NOTE:

REINFORCING SHOWN IS IN PLACE

OF TYPICAL REINFORCING PER PLAN
D A
01-GROUND FLOOR0' - 0"02-TOP CMU10' - 0"
#5 CTR IN WALL - TYP UNO
NOTE:REINFORCING SHOWN IS IN PLACE

OF TYPICAL REINFORCING PER PLAN
1 2
01-GROUND FLOOR0' - 0"02-TOP CMU10' - 0"
#5 CTR IN WALL - TYP UNO
NOTE:REINFORCING SHOWN IS IN PLACE

OF TYPICAL REINFORCING PER PLAN
1 RESTROOM EAST CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
2 RESTROOM SOUTH CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH S-221 3 RESTROOM WEST CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH 4 RESTROOM NORTH CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH 1

NOTES:

1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:

A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25

2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.

3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.

4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.

CONTACT LAP SPLICE
(PREFERRED)

NON-CONTACT LAP SPLICE

LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"

REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE

BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"
#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1"
#5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2" #7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"
#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2"
#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES0256-03-CU20 - S301 NTS

BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:

1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.

2. MINIMUM SIDE COVER = 2 1
2".

3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.

STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"

NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"
#4 3" 8" 1'-0" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-3" 1'-2" 1'-0"
#6 4 1/2" 12" 1'-6" 1'-5" 1'-3"
#7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"#8 6" 1'-4" 2'-0" 1'-10" 1'-7" #9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
db
4db
2 1
2" MIN
D
D
12 db
"l h"
2" CLR MIN

HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)

FACE OF

CONCRETE

FOC OR POUR
JT @ STD HOOK
db
REINF HOOK DEVELOPMENT LENGTH AND BENDS0256-03-CU20 - S301 NTS db
6db
D
6db *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,

GIRDERS, SHEAR WALLS AND SHEAR

WALL BOUNDARY MEMBERS

BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
REINF TIES AND STIRRUPS0256-03-CU20 - S301 NTS
6'-0" MAX
6'-0" MAX
2'-0"
2'-0"
45°
2" TYP

SECTION A

TYP SLAB REINF
(2) #4 DIAG BARS @ MID FILL IN SLAB, WO

OF SLAB, BEND UNDER
TYP BARS @ INTERFERENCE
KEY JT @ FILL SLAB
NOTES:

1. ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.

2. REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORT

RECTANGULAR ORROUND OPNG
A
SOG OPENING0256-03-CU20 - S301 NTS

LAP SPLICE LAP SPLICE

LAP SPLICE

LAP SPLICE

CONCRETE CORNER CONCRETE INTERSECTION

CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP

DOWELS TO MATCH SIZE &

SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR

MAY BE PROVIDED W/ LAP SPLICE TO

HORIZ BARS IN LIEU OF END HOOKS
NOTE:

REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHER

SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.

DOUBLE MAT

LAP SPLICE LAP SPLICE

LAP SPLICE

LAP SPLICE

CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH

WALL VERT REINF MIN
(2) BARS TO MATCH

WALL VERT REINF MIN
(2) BARS TO MATCH

WALL VERT REINF MIN

DOWELS TO MATCH

SIZE & SPCG OF

HORIZ REINF, TYP

ALT DOWEL DIRECTION
@ INTERSECTION

SINGLE MAT
CONC REINF @ INTERSECTION0256-03-CU20 - S301 NTS
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"

DEPTH OF FTG
FTG EL = SEE PLAN
"SH" STEP
HEIGHT

TOP REINF WHERESHOWN PER PLAN
"ls' LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls' LAP SPLICE
TYP
SS

STEP LONG REINF TO MATCH

LONG REINF SIZE & SPCG

STEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCG

FTG REINF PER

PLAN & DETAILS
"SH" STEP
HEIGHT
SS
NOTE: "SH" = 1'-6" MAX

LAP SPLICE

DOWEL TO MATCHLONG REINF SIZE & SPCG PLAN

CALLOUT
STEP FOOTING0256-03-CU20 - S301 NTS
NOTES:

1. PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTECHNICAL INVESTIGATION REPORT AS REFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.

A. OVER-EXCAVATION SHALL EXTEND 5 FEET BEYOND PERIMETER FOUNDATION, TO PROPERTY LINES OR EXISTING IMPROVEMENTS, WHICHEVER IS LEAST.

B. NATIVE MATERIALS
a. SHALL BE OVER-EXCAVATED 30" BELOW (E) GRADE OR 12" BELOW BOTTOM OF FOOTINGS, TO COMPETENT MATERIAL, OR TO 1
2 THE DEPTH OF THE DEEPEST FILL (MEASURED FROM THE BOTTOM OF THE DEEPEST FOOTING); WHICHEVER IS GREATEST.
b. THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6", MOISTURE CONDITIONED TO 3 PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVEDENSITY OF 90 PERCENT (ASTM D1557) C. ENGINEERED COMPACTED FILL
a. REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FOR

STRUCTURAL FILL
b. STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 8" THICK

BEFORE COMPACTION, AND SHOULD BE CONDITIONS WITH WATER TO PRODUCE A SOIL WATER CONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT (ASTM D1557)
D. 4" THICK, CLEAN FREE-DRAINING MATERIAL SUCH AS 1
2" COARSE AGGREGATE
E. REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES. a. VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE.

F. 2" THICK OPTIONAL SAND LAYER, SHALL BE LIGHTLY MOISTENED PRIOR TO PLACING CONCRETE.

THICKNESS PER PLAN
VAPOR BARRIER (SEE NOTE 1E)
FREE DRAINING MATERIAL (SEE NOTE 1D)

STRUCTURAL COMPACTED
FILL (SEE NOTE 1C)
WIDTH
(SEE NOTE 1A)

NATIVE FILL
(SEE NOTE 1B)
1-1
2" CLR CVR @ 4" SLAB
2" CLR CVR @ 5"+ SLAB

FIN GRADE
PER
PLAN
1 1
T.O. SLAB
EL = PER PLAN
1 2

SLAB PER PLAN
SLAB ON GRADE EDGE AND SUBGRADE PREP0256-03-CU20 - S301 NTS CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-301
42 32 22 1243 33 23 13

POST PIER FOOTING
0256-03-CU20 - S302 - 13 NTS
2'-0" Ø, TYP
BOT 2'-0"
SPIRALS W/ 3" PITCH
3" CLR

MIN, TYP
6"
MIN
#3 SPIRALS
(6) #4 VERT REINF

HSS POSTPER PLAN
3"
CLR

MID SECTION
SPIRALS W/ 6" PITCH
TOP 2'-0"
SPIRALS W/ 3" PITCH
5'-6"

HSS PER PLANFINISH GRADE

SLOPE TOP SURFACE OF PIER

AWAY FROM POLE

CONC PIER FTG

SECTION A-A
A A
℄ POST & PIER
#4 VERT REINF, TYP#3 SPIRALS, TYP
4" MIN TYP
3" MIN TYP

RE-ENTRANT CORNER
ISOLATION JT @ EA

COL THRU SLAB

CONTRACTION/CONTROLOR CONSTR JT STRAIGHT &CONT NOT STGR

JT SPCG
5'-0" MIN
36 x " t ", 18'-0" MAX
L/W = 2 MAX
(2) DIAGONAL ADD

BARS AT RE-ENTRANT
CORNER
(2) DIAG ADD BARS @

RE-ENTRANT CORNER
" W "

CONTRACTION JT AREAS SHOULD
BE SQUARE OR RECTANGULAR,NOT "L" OR "T" SHAPED.

CONTRACTION JOINT
1 8" THK SAW-CUT OR

PREMOLDED INSERT
SLAB DEPTH, " t "

CONSTRUCTION JOINT (TYPICAL)
1 8" THK SAW-CUT
SLAB DEPTH, " t "
"t"/4
3 4"
" t "/4
" t "/2
1 3

ISOLATION JOINT

ISOLATION JT
NOTES:

1. IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.

2. FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL

FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE MANUFACTURER.

3. DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILL REMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.

4. IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE HAS BEEN INSTALLED.

COLUMN ISOLATION JOINT WALL PER PLAN

ELASTOMERIC

JT SEALANT

PRE-FORMED JT FILLER

CONC REINF

PER PLAN

SLAB SUBGRADE
PREP PER 53/- SLAB SUBGRADE
PREP PER 53/-

ISOLATION JT AROUND

EQUIPMENT FOUNDATIONS

CONTRACTION ORCONSTRUCTION JT COL PER PLAN

BASE PL, WO

FILL AROUND COL

AFTER FLOOR IS CAST

CONC REINF

PER PLAN
℄ COL
" t "/4
SLAB ON GRADE JOINTS0256-03-CU20 - S302 NTS

BOT OF FTG
EL = PER PLAN
"ls' LAP SPLICE
TYP
PIPE Ø

TOP REINF PER PLAN & TYP DETAILS
12" 12"

FTG DEPTH

PER PLAN
PIPE Ø
+ 4"
3"
CLR
2 1
6" MIN"d/3" MAX SLEEVE OPNG'S SHALL

ONLY OCCUR IN MIDDLE THIRD
"
d/3"
"d"
@ PENETRATION
"
6" MIN d/3"

BOT REINF PER PLAN &

TYP DETAILS

DOWELS TO MATCH

TYP REINF SIZE & SPCG
PIPE SLEEVE, SLEEVE SHALL BE (2) SIZESLARGER THAN PIPE Ø SLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)0256-03-CU20 - S302 NTS 1 SEE PLAN
6" MAX

SLAB SUBGRADE PREP
PER DETAIL 53/-
12"
3 1" CLR

THICKNESS PER PLAN

CONC REINF

PER PLAN
T.O. SLAB
EL = PER PLAN
CONC #4 @ STEP
SLAB ON GRADE DEPRESSION0256-03-CU20 - S302 - 23 NTS

LAP SPLICE, TYP
1'-0" SEE PLAN
1'-0" MAX

LAP SPLICE, TYP
2 1
0"

DOWELS TO MATCH

SIZE & SPCG

STD HOOK
#4 NOSING BAR

STEP, WO
#4 BARS @ 18" OC (2 MIN PER STEP)

ALTERNATIVELY, BARS MAY BE EPOXIED W/
SIMP SET-XP (ICC-ESR 2508) W/ 2" EMBED
CURB, WO, W/ #4 @18" OC
(VERT) & # 4 @ TOP (HORIZ)

SOG PER PLAN
STEP IN CONCRETE SLAB ON GRADE0256-03-CU20 - S302 NTS
1'-6"
MIN
9"
FTG
PIPE

BACKFILLPER SPECS

TRENCH EXCAVATION,TYP
2 1
PIPE

BOT OF TRENCH EXCAVATION SHALL

NOT EXTEND BELOW THIS LINE UNLESS

APPROVED BY THE GEOTECHNICAL

ENGINEER
GRADE
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" DETAILS
PIPES PARALLEL TO FOOTINGS0256-03-CU20 - S302 NTS
34 S-301
33 S-301
PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL0256-03-CU20 - S302 NTS 3'-0" MAX
(SEE NOTE #1)
4"
MIN
6" MIN1'-6" MIN SLEEVE 3D MIN
"D"
Ø OF SLEEVE

STEM WALL

FOOTING

SECTION ELEVATION NO PIPES PERMITTED IN THIS AREA
NOTES:

1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".

2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.

3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.

4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.

5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP. 2"
SLEEVE 2" LARGER

THAN OD OF PIPE
(SEE NOTE #4)
PIPES PERPENDICULAR TO FOOTINGS0256-03-CU20 - S302 NTS
3'-0" MAX
(SEE NOTE #1)
4" MIN 6" MIN 1'-6" MIN
SLEEVE
3D MIN
D
Ø OF SLEEVE

SOG PER PLAN SOG PER PLAN

FOOTING
FOR PIPES IN THIS AREA SEE DETAIL 32/S-301 SECTION ELEVATION NOTES:

1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".

2. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.

3. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.

4. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.

STEM WALL

WIDEN FTG FOR VERT

PIPE & CONDUITPENETRATION

CONC OR SLURRY
PER 52/- OR 53/-
9" MIN
TYP
D, Ø

OF SLEEVE
3 x D
TYP
SLEEVE 2" LARGER

THAN OD OF PIPE
(SEE NOTE 1)
#4 T&B
2424
6"
MIN
NOTES:

1. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU
OF SLEEVING.

2. CONDUIT MAY BE ROUTED UP THROUGH FOOTING
WITHOUT SLEEVES OR FOAM WRAP.

A

ELEVATION
A PLAN
TYPICAL VERT PIPES OR COND THROUGH FOOTING0256-03-CU20 - S302 NTS CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-302
41 1142 32 2243 33 23 13
1 1

LAP SPLICE
EQ. EQ.

WIDTH "W"

PER PLAN

CMU WALL PER PLAN
BOT TRANSVERSE "T"BARS PER PLAN
TOP LONGITUDINAL "L"

ADD BARS PER PLAN
(WHERE OCCURS)

BOT LONGITUDINAL
"L" BARS PER PLAN

DOWEL TO MATCH VERT WALL REINF

FTG PER PLAN
2"
CLR
3"
CLR
2" CLR IF FORMED
3" CLR IF CAST AGAINST

EARTH, TYP
0"
THICKNESS "T"

PER PLAN

FINISH GRADE
(EXT SLAB, WO)
TOP TRANSVERSE "T"

ADD BARS PER PLAN
(WHERE OCCURS)
NOTE: CONTRACTOR TO COORD
T.O.F. SUCH THAT CMU COURSING

CORRESPONDS W/ FINISH FLOOR
CURB PER 31/-, WO LAP SPLICE
ROUGHEN JOINT TO 14" AMPLITUDE

SOG PER PLAN

DOWEL TO MATCH SLAB

REINF SIZE & SPACING
8" CMU EXTERIOR WALL FOUNDATION0256-03-CU20 - S311 - 11 3/4" = 1'-0"

MIN EMBED

BELOW PAD

PER PLAN

DOWEL TO MATCH SLAB

REINF SIZE & SPACING

SOG PER PLAN

CMU WALL PER PLAN

FTG PER PLAN

LAP SPLICE

SOG PER PLAN

SEE DETAIL

FOR INFONOT SHOWN
11 -
8" CMU INTERIOR WALL FOUNDATION0256-03-CU20 - S311 - 12 3/4" = 1'-0" WIDTH "W"

PER PLAN

CMU WALL BEYOND

FINISH GRADE
(EXT SLAB, WO)

DOWEL TO MATCH SLABREINF SIZE & SPACING

FTG PER PLAN

EXTEND SLAB, WO

SEE DETAIL

FOR INFONOT SHOWN
11 -
OPENING @ CMU WALL FOUNDATION 0256-03-CU20 - S311 - 13 3/4" = 1'-0"

DEPRESSED SLAB PER PLAN

FFPER ARCH
PER PLAN CURB PER 31/-, WO

LAP SPLICE

CMU WALL PER PLAN

FTG PER PLAN

SEE DETAIL

FOR INFONOT SHOWN
11 -
8" CMU EXTERIOR WALL FOUNDATION0256-03-CU20 - S311 - 21 3/4" = 1'-0"

CMU WALL BEYOND
WIDTH "W"

PER PLAN

FINISH GRADE
(EXT SLAB, WO)

FTG PER PLAN

DOWEL TO MATCH SLABREINF SIZE & SPACING

EXTEND SLAB, WO

DEPRESSION
PER PLAN (3" MAX)

LAP SPLICE

LAP SPLICE

SEE DETAIL

FOR INFONOT SHOWN
11 -
8" CMU EXTERIOR WALL FOUNDATION0256-03-CU20 - S311 - 22 3/4" = 1'-0" WIDTH "W"

PER PLAN

CMU WALL BEYOND

DOWEL TO MATCH SLABREINF SIZE & SPACING

FTG PER PLAN

SEE DETAIL

FOR INFONOT SHOWN
13 -
OPENING @ CMU WALL FOUNDATION 0256-03-CU20 - S311 - 23 3/4" = 1'-0"

FTG & REINF PER PLAN HOOPS PER PLAN
VAPOR BARRIER. TERMINATE AT

THE TOP OF THE FOOTING OF ATWO POUR INSTALLATION, TYP
NOTE:

SLAB REINF NOTSHOWN FOR CLARITY
TIE BEAM0256-03-CU20 - S311 - 32 1" = 1'-0"
A B

PROVIDE STEGO CRETE CLAW

TAPE OR APPROVED EQUAL PER
MFR. INSTALLATION INSTRUCTIONS.

GRADE BM PER

PLAN & REINFPER PLAN THICKNESS PER PLAN

DEPTH PER PLAN

WIDTH PER PLAN
3" CLR
TYP

FINISH GRADE

OR FLATWORK

SOG PER PLAN

FTG PER PLAN
ADDL #4 IF CURB HT EXCEEDS 6"

STD HOOK

CURB HEIGHT
PER ARCH #4 @ TOP
#4 @ 18" OC

EMBED BELOW PAD

PER PLAN
"ldh"
FOR (1) POUR
"ldh"
FOR (2) POUR

WALL SHTG

PER ARCH
ES
WALL FOOTING WITH RAISED CURB1326-01-CI18_S-411_33 1" = 1'-0"

STIRRUPS PER

FTG SCHED

METAL STUDS

PER ARCH
3 8" Ø X 6" AB W/ PL WASHER @
24" OC MAX & 8" MAX FROM

ENDS OF TRACK PER ARCH

PER PLAN

PER PLAN
3" CLR
TYP
3" CLR
TYP

BOT REINF PER PLAN

SOG PER PLAN
BOT OF FTGEL = PER PLAN

EXPANSION JOINT
THK "D" PER PLAN LINE OF CONT FTG BEYOND TOP REINF PER PLAN, WO EXTEND CONT FTG REINF THRU PAD FTG COLD JOINT, CLEAN & ROUGHEN SURFACE TO 14" AMPLITUDE

STL COL PER PLAN
3" MIN CONC COVER

AROUND BASE PL

EXT PAVING PER CIVIL
BASE PL OVER 1 12 " NON-SHRINK
GROUT, PER DETAIL 42B/S-051
℄ COL &
STUDS
STEEL COL @ EXTERIOR FTG0256-03-CU20 - S303 1" = 1'-0"
1'-0"
EMBED
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-303
31 21 1132 22 12
43 33 23 1341
1 1
3/16
PL 1/4" X 4" SQW/ 1/2" DIA A307BOLT IN 9/16" X 1 1/2"SLOT VERT IN ONE PLHORIZ IN OTHER PL END PL1/4"X6"X2"

HSS BM PER PLAN

HSS COL PER PLAN
1

"d
b
"
"6 d
b
"
"D"
"6 db" *
"d
b
"
"D"
135 HOOK 90 HOOK*

BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN
"ldh"
"d
b
" "db"
"4 db"
2 12" MIN
"D"
"D"
"12 d
b
"
" l
h
"
1 2
"
MIN

BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db

HOOK DEVELOPMENT LENGTH
(SEE SCHED)

FACE OF

MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 14 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 12 1'-0"
#7 5'-3" 0'-12" 5 14 1'-2"
#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 12 1'-7 12"
NOTES:

1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT SHOWN ON PLANS UNLESS

OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY

2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL

WEIGHT MASONRY

3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND DIMENSIONED ON THE

DRAWINGS

4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS

5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs

6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETER

CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICE

LAP SPLICE

PER SCHED
MAX = SMALLER OF "ls"/ 5" OR 8"

LAP SPLICE

PER SCHED

LAP SPLICE

PER SCHED

LAP SPLICE

PER SCHED
"d
b
"
CLEAR
SPCG
CLEAR
SPCG

TYPICAL LAP SPLICES

STAGGERED SPLICING

FACE OF MASONRY
OR JT @ STD HOOK
2 12

TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED0256-03-CU20 - S401 NTS "H"
(SEE SCHED BEL)

LAP SPLICE
(SEE DETAIL M-TYP-001)

CLEAR SPAN

DEVELOPMENT LENGTH
(SEE DETAIL M-TYP-001)
TOW

JAMB BARS
3"
CLR
EXTEND JAMB BARS TO BOT OF FTG& PROVIDE STD 90° HOOK

EXTEND JAMB BARS FLR TO FLR OR FLR TO ROOF
WHERE OPNG EXCEEDS 4'-0" IN WIDTH FOR ALL
OTHER CONDITIONS (EXTEND BAR BEYOND EDGEOF OPNG FULL DEVELOPMENT LENGTH OR 2'-0" MIN) FOR TYP LINTEL REINF SEE DETAIL M-TYP-003

WHERE EXTENSION OF FULL DEVELOPMENT

LENGTH OF LINTEL & SILL REINF BEYOND EDGE

OF OPNG IS NOT POSSIBLE, PROVIDE MIN
HOOKED DEVELOPMENT LENGTH PER M-TYP-001

EDGE OF WALL

BOT OF THK SLAB OR

CONT WALL FTG

WALL REINF ON RECT

PENETRATION PER
M-M-007

WALL REINF ON ROUND

PENETRATION PER
M-M-006
(2) TYP BARS @ JAMB & SILL(2) #4 MIN
NOTES:

1. ALL CELLS SHALL BE GROUTED SOLID, UNO

2. WALL CONSTRUCTION SHALL BE RUNNING BOND ONLY

3. WALL THICKNESS PER PLAN

4. PROVIDE CMU LINTELS AT ALL CMU WALL OPENINGS, UNO

5. PRECAST CONCRETE LINTELS MAY BE USED WITH ARCHITECT'S & SEOR'S APPROVAL

6. ALL MASONRY OPENINGS SHALL BE SHORED UNTIL MASONRY HAS CURED FOR A MIN OF 72 HOURS7. REFER TO ARCHITECTURAL & MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR SIZE & LOCATIONS OF OPENINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY & PROPERLY SIZE ALL CMU WALL OPENINGS

8. HORIZ REINF SHALL BE PROVIDED WITHIN 16 INCHES OF THE TOP & BOT OF THE WALL

9. WALL OPENINGS SHALL NOT BE CLOSER THAN 24" FROM THE TOP OF THE EDGE IN ORDER TO ACCOMMODATE

THE WALL LINTEL

10. MIN SEPARATION BETWEEN OPENINGS SHALL ACCOMMODATE THE NUMBER OF ROWS OF JAMB BAR REINF11. SEE GENERAL NOTES FOR MORE INFO

SEE SCHED BEL FORTYP WALL REINF

CMU WALL REINFORCING SCHEDULE

WALL THICKNESS
(NOMINAL)

BAR SIZE & SPACING EACH MAT

MAXIMUM

HORIZONTAL VERTICAL REMARKS HEIGHT
6" #4 @ 24" OC #4 @ 24" OC SINGLE MAT 12'-0"
8" #5 @ 24" OC #5 @ 24" OC SINGLE MAT 16'-8"
12" #5 @ 24" OC #5 @ 24" OC DOUBLE MAT 25'-0"
TYPICAL CMU WALL ELEVATION0256-03-CU20 - S401 NTS
1 2" TYP FROM INSIDE

FACE OF CELL

TOP OF WALL
STD 90° HOOK TURN

INTO PLANE OF WALL

TYP HORIZ WALL

REINF PER SCHED

TYP VERT WALL

REINF PER SCHED

TYP HORIZ WALL

REINF PER SCHED
"U" BARS TO MATCH

VERT REINF, TYP
2 BARS AT TOP MIN
( (2) #4 MIN)

SINGLE MAT DOUBLE MAT
TYP REINF AT TOP OF WALL0256-03-CU20 - S401 - 23 NTS
CONCRETE MASONRY WALL PIERS0256-03-CU20 - S401 - 33 NTS 'T' TO LESS THAN 3x'T'

BLOCK THICKNESS
'T'
3T TO 5T

JAMB REINF

JAMB REINF
EA END
#3 TIES @ 8" OC

TIES SAME SIZE & SPACINGTO MATCH SPECIFIED REINF
NOTE:

TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.

BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED

BLOCK THICKNESS
'T'
OPNG SHALL BE 12 BLK

MODULES IN WIDTH,
FULL BLK MODULES INHT (MAX OPNG 24" x
24" UNO)

STOP TYP WALL REINF
@ BLOCKOUT

UTILITY PER MEP DWGSROUND PENETRATIONS

SHALL BE CORED AFTER

WALL HAS BEEN

GROUTED (CORED

HOLE MUST LIE WITHIN

THIS AREA & BE

REINF AS SHOWN

CMU WALL PER PLAN

ADD VERT BARS EA

SIDE OF OPNG TO

MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF

ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)
ROUND PENETRATION IN MASONRY0256-03-CU20 - S401 - 41 NTS

TYP WALL REINF, WO

TYP WALL REINF, WO
OPNG SHALL BE 12 BLK

MODULES IN WIDTH,
FULL BLK MODULES INHT (MAX OPNG 24" x
24" UNO)

STOP TYP WALL REINF
@ BLOCKOUT

CMU WALL

PER PLAN

UTILITY PER

MEP DWGS
RECTANGULAR PENETRATION IN MASONRY0256-03-CU20 - S401 - 42 NTS

ADD VERT BARS EA

SIDE OF OPNG TO

MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF

ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)

TYP WALL REINF, WO

TYP WALL REINF, WO
MASONRY ANCHOR BOLT SCHEDULE0256-03-CU20 - S401 - 43 NTS

MIN EMBED
1" MIN GROUT

ALL AROUND

ANCHOR BOLT

FACE OF MASONRY

BOLT SIZE MINIMUM EMBEDMENT
1 2
" 4"
5 8
" 5"
3 4" 6"
7 8
" 7"
1" 8"
1 18" 9"
1 14" 10"
NOTES:

1. MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.

2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN THE TOP OF COLUMNS.

3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.

MAX FOR 8"MASONRY
MAX FOR 12"MASONRY
1" CLR
MIN
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-401
4142 2243 33 23 13

TEMPLATE 18" THK,

SAME SIZE AS BASE PL

TOP OF FTG
TOP OF

BASE PL

ALT LOCATION

FOR TEMPLATE
3" MIN AB PROJECTION ABV

BASE PL (CONTRACTOR TO

VERIFY TOTAL PROJECTION

PRIOR TO FTG POUR)
1 1
2" MIN, 2" MAX

NON-SHRINK GROUT, UNO LEVELING NUT
ANCHOR BOLT PROJECTION1326-01-CI18_S-051-43 NTS
12"
1 2
"
℄ STL COL
1 4
"

CMU WALL

PER PLAN
BASE PL 14" W/ 5 8" Ø THR "CFL"
NELSON STUD (ICC-ESR 2856)
6" MIN
EMBED

COL PER PLAN

END CONDITION

CORNER CONDITION

CMU WALL

PER PLAN
112" CLR
TYP
1 2
"
1 2
"
8" 3 12"
3 1
2 "
1 1
2" CLR
TYP
4" MIN
TYP
℄ OF WALL,

PL, HSS &
BOLTS
EQ EQ

CENTER CONDITION

ELEVATION
112"
TYP
8"
1 2
"
TYP

CMU WALL

PER PLAN
4" MIN
TYP
EQ EQ
112"
TYP
8" 112"
TYP
℄ OF WALL,

PL, HSS &
BOLTS 3
1 2
"3
1 2
"
℄ HSS &
PL
3 1
2 "3
1 2
"
℄ HSS &
PL
3 1
2 "3
1 2
"
312" 312"
8"

CMU WALL

PER PLAN
HSS @ CMU WALL0256-03-CU20 - S402 1-1/2" = 1'-0"
NOTES:

1. TIES SHOWN AT LINTELS ARE IN ADDITION TO ALL TYP WALL REINF

2. LINTEL DESIGN IS BASED ON MEDIUM WT (124 PSF) MAX FULLY GROUTED CONC MASONRY CONSTRUCTION3. WALL CONTROL JOINTS SHALL NOT OCCUR WITHIN DEVELOPMENT LENGTH OF LINTEL REINF

LINTEL DEPTH (D)

PER SCHED, UNO

SINGLE MAT DOUBLE MAT

TOW OPNG HORIZ

REINF PER SCHED

STD CMU LINTEL WALL

CELLS GROUTED SOLID &

LINTEL REINF PER SCHED
8" MIN
BRG

TYP JAMB REINF

PER ELEVATION
JAMB @ EDGE

OF OPNG

MATCH WALL LINTEL TIES TO
WALL REINF PER M-TYP-002

WALL REINF

PER SCHED

BOND BM UNITLINTEL REINFPER SCHED
3"U-BEAM UNIT CLR
3"
CLR
STD 90° HOOK

LAP SPLICE

TYPICAL CMU REINFORCEMENT SCHEDULE

TYPE MAX CLR SPAN (FT) D (IN)

SOLID-GROUTED MASONRY WALL LINTEL
REINFORCEMENT SCHEDULE WALL HORIZ ABOVE LINTEL 8" WALLS 12" WALLS L1 5'-4" 15 5 8" (2) #4 (2) #5 #4 @ 24" OC
L2 10"-8" 15 5 8" (2) #4 (2) #5 #4 @ 24" OCL3 12'-0" 15 5 8" (2) #5 (2) #6 #4 @ 24" OC L4 14'-0" 15 5 8" (2) #5 (2) #6 #4 @ 24" OC

ELEVATION
TYPICAL CMU LINTEL DETAILS0256-03-CU20 - S402 - 22 NTS
24 -
22 -
NOTE: MAX CONTROL JOINT SPACING = 20'-0" OC
32 -
34 -

CONTROL JT

HORIZ REINF PERREINF SCHED OR

WALL ELEV

VERT REINF PER

REINF SCHED OR

WALL ELEV, TYP
CONTROL JOINT AT NON-SHEAR CMU WALLM-TYP-012 NTS

INTERSECTION

PLAN - DOUBLE MAT

CORNER/END

CORNER/END
STD 90° HOOK
& ALTERNATE

BREAK SHELL FORFLOW OF GROUT

OPEN END BLK
(2) #5 VERT MIN
STD 90° HOOK
& ALTERNATE

BREAK SHELL FORFLOW OF GROUT

OPEN END BLK
PROVIDE 180° HOOK

AT SHEAR WALL
(2) #5 VERT, MIN
PROVIDE 135° HOOK

AT SHEAR WALL
(2) #5 VERT MIN
STD 90° HOOK
(3) #5 VERT MIN

BREAK SHELL FORFLOW OF GROUT

OPEN END BLK

BREAK SHELL FOR

FLOW OF GROUT
STD 90° HOOK
(2) #5 VERT MIN
STD 90° HOOK, TYP

OPEN END BLK

INTERSECTION

PLAN - SINGLE MAT
MASONRY WALL CORNER DETAIL0256-03-CU20 - S402 NTS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-402
42 2243 33 23 13

TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
"d2"
25 2 1/2

LENGTH, FT

LENGTH / HEIGHT RATIO

MAXIMUM WALL PANEL DIMENSIONS
"d1"
"d1" SPAN < 6'-0" "d2" SPAN > 6'-0" "d2"
1/2 CONTROL

JT SPCG MAX

RECTANGULAR BUILDING PLAN

IRREGULAR BUILDING PLAN

ELEVATION

TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)

RETAINING WALL

CONTROL JOINT CONTROL JOINT
NOTE:

1. THE CONTRACTOR SHALL SUBMIT THE INTENDED CONTROL JOINT LOCATIONS TO THE SEOR FOR REVIEW AND APPROVAL.
1/2 CONTROL

JT SPCG MAX

TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)

CONTROL JOINT
MASONRY CONTROL JOINT SPACING0256-03-CU20 - S403 NTS
3 8
"

MORTAR JT
RAKED 12" DEEP

VERT REINF PER

REINF SCHED

OR WALL ELEV

HORIZ REINF PER

REINF SCHED

OR WALL ELEV

SINGLE MAT
50% OF HORIZ WALL REINF & ADDED REINF

SHOWN ON SECTIONS OR STRUCT WALL

ELEVATIONS SHALL BE CONTIOUS THRU CJ
CONTROL JOINT W/ CONT REINFORCEMENTM-TYP-013 NTS

VERT REINF PER

REINF SCHED

OR WALL ELEV

HORIZ REINF PERREINF SCHED

OR WALL ELEV

STOP HORIZ BARS

ES OF JT

BACKUP ROD

CAULKING
CONTROL JOINTM-TYP-014 NTS
3 8
"
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS

GREASED OR WITH PLASTIC SLEEVE W/ SPCG

TO MATCH HORIZ REINF

MASONRY WALL

CAULKING SEALANT, CONT ES
ALT CONTROL JOINT W/ FLANGED NEOPRENE0256-03-CU20 - S403 NTS

VERT REINF PER

REINF SCHED

OR WALL ELEV

HORIZ REINF PER

REINF SCHED

OR WALL ELEV

STOP HORIZ BARS

ES OF JT
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS

GREASED OR WITH PLASTIC SLEEVE W/ SPCG

TO MATCH HORIZ REINF

FLANGED NEOPRENE

CONTROL JT, CONT VERT
3 8
" HORIZ REINF PER

REINF SCHED

OR WALL ELEV

VERT REINF PER REINF

SCHED OR WALL ELEV,

EA SIDE OF JT

MORTAR JOINT
RAKED 12" DEEP
1 2
"
CLR
50% OF HORIZ WALL REINF & ADDED REINF

SHOWN ON SECTIONS OR STRUCT WALL

ELEVATIONS SHALL BE CONTIOUS THRU CJ

DOUBLE MAT
CONTROL JOINT W/ CONT REINFORCEMENT0256-03-CU20 - S403 NTS PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR

WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
3 8" TO 12" HORIZ REINF PER REINF SCHED

OR WALL ELEV
1 2
"
CLR

BACKUP ROD

VERT REINF PER

REINF SCHED

OR WALL ELEV

STOP HORIZ BARS

ES OF JT CAULKING
CONTROL JOINT 0256-03-CU20 - S403 NTS
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR

WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF

HORIZ REINF PERREINF SCHED

OR WALL ELEV
1 2
"
CLR

CAULKING

SEALANT, CONT ES

VERT REINF PER

REINF SCHED

OR WALL ELEV

STOP HORIZ BARS

ES OF JT

FLANGED NEOPRENE

CONTROL JT, CONT VERT
ALT CONTROL JOINT W/ FLANGED NEOPRENE0256-03-CU20 - S403 NTS PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR

WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-403
41 3142 3243 33 13

CEILING
16 GA STUDS @ 16" OC UNO
@ CABINETS OR EQUIP
16'-0" MAX 4'-0" MAX
6"
MIN
6"
MIN

MTL STUD WALL FRMG - FULL HT

STL BM PER

PLAN, PARA

TO WALL,
WO

BOT OF SUPPORT

DUCT OPNG,
WO
13 S-062
31 S-062
31 S-062
54 -
23 S-062
33 S-062
43 S-062
52 -
14C
-
14B
-
14G
-
14A
-
14C
-
14G
-
14C
-
14D
-
14F
-
14E
-
14G
-
@ NON-BRG

WALL ONLY
14 S-062
@ NON-BRG

WALL ONLY
14B
- @ BRG
WALL
METAL STUD WALL FRAMING ELEVATION (BEARING & NON-BEARING)0256-03-CU20 - S404 - 11 1/4" = 1'-0"

WALL STUD BRCGWHERE REQD,

SEE DETAIL
MTL STUDS @ 16" OC, TYP,

SEE DETAIL

CABINETSOR EQUIP
PROVIDE (1) BAY OF BLK EA SIDE OF

OPNGS TOP, BOT & MID-HEIGHT,

SEE DETAIL

STL BM PER PLAN PERP

TO WALL, WO,

SEE DETAIL
T.O. CONC SLAB OR

CONC CURB, WO

SILL, WO

LINE OF CONT BRIDGING
@ MID-HEIGHT OF WALL,

SEE DETAIL

BACKING FOR CABINETS OREQUIP ANCHORAGE, TYP,

SEE DETAIL

DBL STUDS (MIN) AT JAMBS OF ALL OPNGS TYP UNO
OR (1) 16 GA DIETRICH HDS PROVIDE (4) STUDS
AT JAMBS OF ADJ OPNGS OR (2) DIETRICH HDS
(AT OPNGS OVER 10'-0" WIDE PROVIDE(2) DIETRICH HDS, MIN)

BOT TRACK
LINE OF LINTEL @BEARING WALL,
WO
11 S-062
4'-0" MAX @ NON-BRG
(WHERE SPAN EXCEEDS 4'-0",

PROVIDE LINTEL IN LIEU OF
TRACK ABV PER 14B/- )
1/8 ES
1/8 ES
~3
1-18
12 GA x3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END

JAMB STUDS OR HDS
(3) #10 SMS EA END

PRICELESS

PRICE LESS CLIPPER SCHED ABV
(2) #10 SMS BOT OF

PRO-X HDR TO CLIP
LINTEL

A LINTEL TO JAMB
1/8 1-12
@ WELDED
STUDS
TRACK PER PLAN W/ #10
SMS @ 12" OC EA FLANGE
12 GA x 3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END
(1) #10 SMS ES

JAMB STUDS OR HDS
(2) #10 SMS
16 GA CONT TRACK
CUT WEB @ FLANGES
& BEND WEB DOWN
1/8 ES1/81/8

MTL STUDSCONT BOT TRACK
#10 SMS EA FLANGE (2)#10 SMS EA FLANGE @ HDS

AT SCREWABLE STUD

C TRACK TO JAMB D STUD TO TRACK

AT SCREWABLE STUD AT WELDED STUD

B HEADER SECTION
#10 SMS @ 12" OC

WALL STUDS
16 GA CONT TRACK

AT SCREWABLE STUD AT WELDED STUD
ES

E F G TYPICAL INTERSECTION TYPICAL CORNER MULTIPLE STUDS

STUD, TYP

OUTLINE OF WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
1/8 1-18
1/8 1-18
@ WELDED STUDS

ONLY, TYP

STUD, TYP

OUTLINE OF

WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
ADDL STUD @ OPNGS
GREATER THAN 4'-0"
DBL STUD OR (1)DIETRICH HDS

SEE A FOR

FASTENING STUDS

OUTLINE OF

WALL, TYP
NOTES:

1. SEE METAL STUD AND TRACK SCHEDULES ON THIS SHEET FOR ADDITIONAL INFORMATION.

2. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE OF STUDS.

3. ALL TOP AND BOTTOM TRACKS SHALL BE SAME GAUGE AS STUDS UNO.

4. ALL STUDS AT JAMBS OF DOOR AND WINDOW OPENINGS SHALL BE 16 GAUGE UNO.

5. WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE - SHEET STEEL, AWS D1.3 BY THE AMERICAN WELDING SOCIETY.

6. PROVIDE EITHER WELDED OR CREWED CONNECTIONS AT CONTRACTOR'S OPTION. OMIT SHEET METAL SCREWS AT WELDED STUD CONDITIONS.

TRACK PER PLAN W/ #10 SMS

EA FLANGE, EA STUD
@ WELDED STUDS

ONLY, TYP
METAL STUD WALL FRAMING0256-03-CU20 - S404 - 13 NTS

STUD PER PLAN CONT, ES
OPTION 1

PRICELESS
HEADER

PRICELESS
CLIP

CLIP TO
JAMB

CLIP TO
HEADER
550HDR350-54 550HDR 350-54 (6) @10 SMS (6) #10 SMS
550HDR450-68 550HDR 450-54 (8) @10 SMS (6) #10 SMS
#10 SMS @ 12" OC #8 SMS @ 12" OC

PRICELESS HDRPER PLAN
OPTION 2

WALL STUDS
WALL COVERING WO. WHERE WALL

COVERING OCCURS ONE SIDE,

STUD BRCG IS REQD ON OPP SIDE
DIST FROM T.O. WALL COVERING

TO CL OF STUD BRCG SHALL NOT

EXCEED MAX SPCG AS INDICATED
ON MTL STUD AND TRACK SCHEDS MTL STUD WALL CL OF STUD BRCG, TYP12 S-062 STUD BRCG, SEE

BOT OF SUPPORT
T.O. SUPPORT
WALL STUD BRACING LOCATION0256-03-CU20 - S404 - 31 NTS
NOTES:

1. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE AND GAUGE OF STUDS.

2. DIMENSIONS, PROPERTIES AND TYPES NOTED ARE BASED ON METAL STUDS AND TRACKS BY STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICBO NO 4943 UNO.

HDS STUD SCHEDULE
DEPTH GAUGE B A AREA (IN2) I (IN4) S (IN3) MAX SPACING OF STUD BRACING 3 5/8" 16 3 1.0625" 0.715 1.483 0.818 4'-0"
4" 16 3 1.0625" 0.736 1.869 0.934 4'-0"
6" 16 3 2.25" 0.984 4.856 1.619 4'-0"
8" 16 3 2.25" 1.097 9.843 2.461 4'-0"
DIETRICH HDS PER ICC ESR-2374
B
DEPTH
O.D. A
TYP

STUD SCHEDULE
DEPTH GAUGE B AREA (IN2) I (IN4) S (IN3)
MAX

SPACING

OF STUD

BRACING
SSMA

DESIGNATOR
2 1/2"
20 1 5/8" .223 .236 .188 4"-0" 250S162-33
18 1 5/8" .289 .302 .242 4'-0" 250S162-43
16 1 5/8" .358 .370 .296 4"-0" 250S162-54
3 5/8"
20 1 5/8" .262 .551 .304 4'-0" 362S162-33
18 1 5/8" .340 .710 .392 4"-0" 362S162-43
16 1 5/8" .422 .873 .482 4'-0" 362S162-54
14 1 5/8" .524 1.070 .590 4'-0" 362S200-68
4"
20 1 5/8" .275 .692 .346 4'-0" 400S162-33
18 1 5/8" .375 .892 .446 4"-0" 400S162-43
16 1 5/8" .443 1.098 .549 4'-0" 400S162-54
5 1/2"
20 1 5/8" .327 1.458 .530 4'-0" 550S162-33
18 1 5/8" .424 1.883 .685 4"-0" 550S162-43
16 1 5/8" .528 2.324 .845 4'-0" 550S162-54
14 1 5/8" .657 2.860 1.400 4'-0" 550S162-68
6"
20 1 5/8" .344 1.793 .598 4"-0" 600S162-33
18 1 5/8" .447 2.316 .772 4'-0" 600S162-43
16 1 5/8" .556 2.860 .953 4"-0" 600S162-54
8"
20 1 5/8" .413 3.582 .896 4'-0" 800S162-33
16 1 5/8" .670 5.736 1.434 4"-0" 800S162-54
14 2" 0.907 8.140 2.035 4'-0" 800S200-68
10" 16 2" .839 11.278 2.256 4"-0" 250S200-5412" 14 2" 1.192 21.947 3.658 4'-0" 1200S200-68 B
DEPTH
O.D.

PRO-X SCHEUDLE
WIDTH GAUGE B AREA (IN2) I (IN4) S (IN3) PRO-X CLIP
3 5/8" 16 4 1/4" 0.786 1.182 0.445 362 CLIP-54
4" 16 4 1/4" 0.808 1.230 0.456 400 CLIP-54
6" 16 4 1/4" 0.921 1.452 0.504 600 CLIP-54
8" 16 4 1/4" 1.034 1.625 0.537 800 CLIP-54
BRADY PRO-X PER ICC ESR-1765
WIDTH
I.D.

B

TRACK SCHEDULE
DEPTH GAUGE B AREA (IN2) I (IN4) S (IN3) SSMA DESIGNATOR 2 1/2"
20 1 1/2" .190 .221 .167 250T150-33
18 1 1/2" .248 .289 .217 250T150-43
16 1 1/2" .311 .368 .273 250T150-54
4"
20 1 1/2" .242 .622 .300 400T150-33
18 1 1/2" .315 .811 .390 400T150-43
16 1 1/2" .396 1.025 .489 400T150-54
5 1/2"
20 1 1/2" .294 1.295 .459 550T150-33
18 1 1/2" .383 1.688 .596 550T150-43
16 1 1/2" .480 2.128 .747 550T150-54
6"
20 1 1/2" .311 1.590 .517 600T150-33
18 1 1/2" .405 2.072 .673 600T150-43
16 1 1/2" .509 2.611 .843 600T150-54
8"
20 1 1/2" .380 3.180 .781 800T150-33
16 1 1/2" .622 5.214 1.272 800T150-54
14 1 1/2" .783 6.594 1.599 800T150-68
10" 16 1 1/2" .735 9.061 1.777 250T150-54
12" 14 1 1/2" 1.068 18.148 2.963 1200T150-68
DEPTH
I.D.

B
METAL STUD SCHEDULE0256-03-CU20 - S404 - 43 NTS

PRICELESS HEADER SCHEDULE
WIDTH GAUGE AREA (IN2) I (IN4) S (IN3) SADDLE CLIP PART NO. 3 5/8" 16 1.368 2.514 .907 362 C350-54 350HDR350-543 5/8" 14 1.71 3.242 1.201 362C350-54 350HDR350-685 1/2" 16 1.594 3.203 1.032 550C350-54 550HDR350-545 1/2" 14 2.28 7.236 2.055 550C450-54 550HDR450-68 PRICELESS HEADER PER ER-0342
WIDTH
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-404
11 43 13
31

MTL STUDS PER PLAN

PIECE OF TRACK OR STUD

SAME GA AS STUDS
TYP, EA END 1/8 1
18 GA & HEAVIER STUDS

MTL STUD PER PLAN

PIECE OF TRACK OR STUD

SAME GA AS STUDS (CUT
WEB @ FLANGES & BEND UP)
(2) #8 SMS
20 GA & HEAVIER STUDS
METAL STUD BLOCKING0256-03-CU20 - S405 - 11 NTS
20 GA x 1 18" CONT STRAP
W/ (1) #10 SMS SCREW

TO EA STUD

MTL STUD PER PLAN
SPLICE @ OF BLKG,

WHERE REQD
(8) #10 SMS

TO BLKG
STUD BLKG @ EA END OF
WALL & @ 8'-0" OC MAX
SEE DET 11
-
℄ OF
BRCG
℄
METAL STUD BRACING0256-03-CU20 - S405 - 12 NTS

AT WELDED STUD
1 8
"
TYP
BRIDGING CLIP @ EA STUD (2) #8 SMS, EA LEG
CONT 1 12" x 16 GAUGE

COLD ROLLED CHANNEL

MTL STUD
1 8
"
TYP
BRIDGING CLIP @ EA STUD
CONT 1 12" x 16 GAUGE

COLD ROLLED CHANNEL

MTL STUD
1/8 1

AT SCREWABLE STUD
METAL STUD BRIDGING0256-03-CU20 - S405 - 13 NTS

MTL STUD (VERT)

PER PLAN
#6 SCREWS, TYP
SLIPTRACK SYSTEMS 16 GA SLOTTEDSLIP TRACK OR APPRVD EQUAL 2 1
2" TYP5
8" TYP
1 1
4" TYP

SEE SCHED
14"
TYP
1"
TYP
SEE C

C ENLARGED ISOMETRIC VIEW NTS

A ISOMETRIC VIEW

B SECTION VIEW
NON-BEARING METAL STUD TOP TRACK0256-03-CU20 - S405 - 21 NTS 1 2
"
CLR

FACE OF CMU WALL

CEILING JST

PER SCHED
16 GA JST W/ 12" AB @
4'-0" OC & 1'0" MAX

FROM ENDS OF PIECE
BLKG @ 4'-0" OC @ PARA JSTS

OR CEILING JST, PER SCHED
#10 SMS EA FLANGE EA STUD

JST PARA TO

WALL, WO

MTL STUD WALL

PER PLAN
16 GA TRACK W/ (2) #10 SMS PER EA
4" STUD & (3) #10 SMS EA 6" STUD
20 GA CONT BLKG
16 GA TRACK W/ (2) #10

SMS EA FLANGE EA STUD
20 GA CONT BLKG

CEILING JST

PER SCHED

CEILING JOIST SCHEDULE

JOIST SIZE MAX SPAN
4" x 20 GA @ 16" OC 7'-6"
6" x 20 GA @ 16" OC 9'-0"
NOTE:

THIS DET IS INTENDED FOR CEILING JSTS THATSPAN FROM WALL TO WALL @ CONTRS OPTION

A AGAINST CMU WALL B AGAINST WALL
C ON T.O. WALL

NON-BRG MTL

STUD WALL

PER PLAN
CEILING JOIST SCHEDULE & DETAILS0256-03-CU20 - S405 - 22 NTS 6 1
8"
4"
6 1
8"
4"
CONT BOT TRACK W/ HILTI DS (0.177" DIA) LOW VELOCITY FASTENER (ICC ES ESR-1663) @ 2'-0" OC AND 6" MAX FROM ENDS (PROVIDE FASTENERS @ 16" OC WHERE CABINETS OR EQUIP IS ANCH TO WALL) 1 7 16" MIN EMBED (2) FASTENERS MIN PER PIECE OF TRACK

DEPRESSED SLAB, WO CONC SOG

MTL STUD WALL

PER PLAN
CONT BOT TRACK W/ 3 8" HILTI KWIK BOLT
KB-TZ (ICC ES ESRI-11917) @ 2'-0" OC & 6"
MAX FROM ENDS 2 12" MIN EMBED (2) MIN

PER PIECE OF TRACK

DEPRESSED SLAB, WO

CONC SOG

MTL STUD WALL

PER PLAN
#4 CONT
#4 @ 18" OC
NOTE:

SHOT PINS NOT ALLOWED

IN CURBS OR SLAB EDGES

B AT CURB ON SOG

A AT SOG
NON-BEARING METAL STUD BOTTOM0256-03-CU20 - S405 - 23 NTS ℄ STL BM
EQ
1 2
"
CLR
EQ
8"
MAX

CONT NON-BRG

SLIP TRACK SEE DET
1 12" COLD ROLLED
CHANNEL @ 4'-0" OC
(2) #10 SMS @

EA CHANNEL

MTL STUD WALL

PER PLAN
1/8 1

B PARA TO STEEL BEAM A PERP TO STEEL BEAM

NON-BRG STL BM

SLIP TRACK

MTL STUD BLKG,

SEE DET

PROVIDE STUD
BRCG (2) BAYS

EA SIDE OF BM,

SEE DET
11 -
12 -
21 -
NON-BRG METAL STUD TOP @ STL BM (FULL HEIGHT WALL)0256-03-CU20 - S405 - 31 NTS

MTL STUD WALL

PER PLAN

SHTG PER PLAN
& SCHED

B PERP TO JSTS

A PARA TO JSTS

CONT NON-BRG SLIP
TRACK PER DET 21
-

SHTG PER PLAN
& SCHED
NON-BEARING PARTITION TOP CONNECTION 0256-03-CU20 - S405 - 33 NTS

CONT NON-BRG SLIP
TRACK PER DET 21
-

BS ALONG BLKG
(N) OR (E)

MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC
(N) OR (E)

MTL JST
(2) #10 SMS EA JST

MTL STUD WALL

PER PLAN

MTL STUD WALL

PER PLAN

B PERP TO JSTS

A PARA TO JSTS

CONT NON-BRG SLIP
TRACK PER DET 21
-
NON-BEARING PARTITION TOP CONNECTION 0256-03-CU20 - S405 - 43 NTS (N) OR (E)

MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC, CLIP

FLG & WEB AS
REQ'D @ JST

FLG (DEPTH TO

MATCH JST)
(N) OR (E)

MTL JST
(2) #10 SMS EA JST

MTL STUD WALL

PER PLAN

CONT NON-BRG SLIP
TRACK PER DET 21
-
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-405
31 21 11
22 12
43 33 23 13

NOTES:

1. MINIMUM EDGE DISTANCE FOR FASTENERS SHALL BE 3 8" FROM SHEATHING EDGE AND 14" FROM MEMBER EDGE.

DIAPHRAGM SCHEDULE
TYPE SHEATHING PANEL GAGE BLOCKING SCREWS BOUNDARY SCREWS (BS) EDGE SCREWS AT CONT. PANEL EDGES (ES) EDGE SCREWS AT OTHER PANEL EDGES (ES) FIELD SCREWS (FS) PANEL EDGE SUPPORT OR NOMINAL MEMBER WIDTH AT PANEL EDGES LINES OF FASTENERS A SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 6 6 6 6 BLOCKING 1 B SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 444 6 BLOCKING 1 C SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 222 6 BLOCKING 1

STAGGER

PANEL JT

PANEL END EDGE SCREWING (BS) CONT PANEL JT

PER SCHED

FRMG PERPLAN

BOUNDARY SCREWING (BS) PER SCHED

STAGGER NAILING AT PANEL JT
SCREW SPCG @

PANEL EDGES PER SCHED
NAIL SPCG @

PANEL EDGES

PER SCHED
16" MIN

PANEL WIDTH

BLKG AT PANEL JT(S)

FULL HT BLKG AT RIM JSTPER WALL DETAILS

CONT RIM JST PER

WALL DETAILS

FIELD SCREWING (FS)PER SCHED

STRENGTH AXIS ORIENTED PERP TO SUPPORTS

SHTG PER SCHED
(2) JST BAYS MIN

NOMINAL MEMBER WIDTH AT PANEL

EDGES & BOUNDARIES PER SCHED
-
13 SURE-BOARD PLYWOOD DIAPHRAGM SHEATHING0256-03-CU20 - S406 - 12 NTS

GAP PER
DETAIL 12/- DIAPH BS PER

PLAN & SCHED
350 T 150-43 FLAT

BLKG, WHERE

SPECIFIED

SHTG PER PLAN &
DETAIL 12/-

MTL JST PER PLAN, TYP

SECTION

GAP PER
DETAIL 12/- H-CLIP SHTG PER PLAN &
DETAIL 12/-

H-CLIP WHERE SPECIFIED
A

FLAT BLKG WHERE SPECIFIED A
DIAPHRAGM PANEL JOINTS0256-03-CU20 - S406 - 13 NTS
SIMP "S/HJCT"

JST HGR, TYP

DBL JST
OPNG "D"
FOR "D" = 2'-8" MAX,
USE (2) JOISTS
FOR "D" = 4'-0" MAX,
USE (3) JOISTS
NOTE:FOR LARGER OPENINGS REFER TO FRAMING PLANS.

SIMP "ST12" CENTERED

ON JST, TYP

ES AROUND

OPNG, TYP
SIMP "ST12" CENTERED

ON MULTIPLE JST, TYP

MULTIPLE JST EA SIDE OFOPENING
ES ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"
@ EA CORNER OF OPNG
350T 150-43

FLAT BLKG,
TYP
OPENING AT FRAMING0256-03-CU20 - S406 - 23 NTS or 1" = 1'-0" EQ EQ
4x8 BLKG W/ SIMP"HU" HGR EA END
∠ 3x3x 3 8" W/
(2) 5 8" Ø BOLTS
112" 3" 112" SHTG PER PLAN
& SCHED
1 1
2 "
13 4"
∠ SEE DETAIL

B BELOW

JST PER
PLAN
A HANGER @ SINGLE JOIST
B HANGER @BLKG

ES ALONG BLKG
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠

JST PER
PLAN
SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC8.25'
1000S162-54
HANGER @ BLKG0256-03-CU20 - S406 - 31 NTS
100# MAX
100# MAX

SHTG PER PLAN
& SCHED

ROOF JSTPER PLAN

ROOF SHTG PERPLAN & SCHED
BLKG SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC10.25'

LINE OF

MECH UNIT

BLKG TO MATCHDEPTH & GAGE

OF JOIST

ROOF JST

PER PLAN
OPENING WIDTH ≤ (1) JST BAY

SEE MECH DWGS FOR ANCHORAGE
(MIN 3 A 8" Ø BOLTS TO BLKG EA CORNER)
A OPENING ≤ (1) JST BAY
OPENING ≤ (1) JST BAY1326-01-CI18_S-064_33 NTS

SHTG PER PLAN
& SCHED
B DIAG BRACE @ BLKG

SHTG PER

PLAN & SCHED

ROOF JST PERPLAN
UNISTRUT P1000 DIAG BRACE
W/ (2)12" Ø MB TO HINGE
CONNECTOR (ALT: CABLE
BRACE WO, PER MECH) UNISTRUT P1354A HINGE CONNECTOR W/ 3 8" Ø MB TO JST (ALT: UNISTRUT SPF 400 OR LS 500 @ CABLE BRACE WO,

PER MECH)
A DIAG BRACE @ SINGLE JST
1 1

ROOF JSTPER PLAN
1000S162-54 BLKG
SIMP 'L50' CLIP @

BACK OF JST
2"
MAX

ES ALONG BLKG
UNISTRUT P1000 DIAGBRACE W/ (2) 12"Ø

THRU-BOLTS TO BLKG
1 1
3"
112
"
SIMP 'SJC 8.25'
2"
MAX
UNISTRUT DIAG BRACE TOP CONNECTION0256-03-CU20 - S406 - 41 NTS

BLOCKING PANELS

METAL BRIDGING

JST PER PLAN

SHTG PER PLAN
& SCHED
FASTENING @ BOT OF JST

SHALL BE DONE AFTER

ROOFING INSTALLATION
SIMP 'LTB' METAL BRIDGING W/ (2) #10SMS EA END @ 12'-0" OC OR MID SPAN,

WHICHEVER IS LESS (METAL PIECES SHALL

NOT TOUCH)
JOIST BRIDGING & BLOCKING0256-03-CU20 - S406 - 42 NTS

JST PER PLAN

SHTG PER PLAN
& SCHED
CONT 20 GA MTL BLKG PANELS
W/ DEPTH TO MATCH JST @ 12'-0"

OC OR MID-SPAN, WHICHEVER IS
LESS
SIMP 'L50' CLIP
@ BACK OF JST

SIMP 'FC' CLIP
@ JST CAVITY

SHTG PER

PLAN & SCHED

SEE MECH DWGS FOR
ANCHORAGE (MIN 3 8"Ø
BOLTS @ 12" OC, MIN (2)BOLTS EA SIDE

DBL JSTPER PLAN

EN ALONG BLKG

CURB PER MECH

LINE OF MECH UNIT
EQUIPMENT SUPPORT PARA JOIST0256-03-CU20 - S406 - 43 NTS

JST PER PLAN
#10 SMS @ 12" OC IN (3)ROWS STGR, FULL LENGTH
SIMP 'SJC10.25
@ EA RND

BLKG AS REQD FOR ADDL

CURB ATTACHMENT, MATCH

DEPTH & GAGE OF JST

ADDL JST WHERE

BLKG OCCURS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-406
31 12
43 33 23 134142

WEB STIFFENER
0256-03-CU20 - S407 - 11 NTS
(2) #10 SMS SCREWS THRU WEB OF

RIM TO WEB STIFFENER FLANGE

WEB STIFFENER AT RIM TRACK
(3) #10 SMS SCREWS

TO JST WEB, TYP
3 12" CLARK DIETRICH "QUICK TWIST"

WEB STIFFENER

WEB STIFFENER INSTALLATION WEB STIFFENER AT JOIST LAP

WEB STIFFENER AT BEARING POINT
(3) #10 SMS, TYP
6" x 16 GA CONT NOTCHED TRACK
ANCH BCKG TO (3) STUDS MIN

MTL STUD PER PLAN
NOTE:USE #10 SMS WHEN ATTACHING

TIES TO BACKING, UNO
BACKING AT METAL STUDS0256-03-CU20 - S407 - 13 NTS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-407
31 2132 22 12
43 33 23 134142

HSS BM TO CMU WALL
0256-03-CU20 - S412 - 21 NTS or 1-1/2" = 1'-0"

CMU WALL PER PLAN

NOTCH CMU FOR HSS
6" MIN
EMBED
7"x3" BENT PL 3 16 ES OF HSS W/ 5 8"
Ø HEAD AB W/ LEVELING NUTS

TO CMU BEYOND

HSS HIP BM
1"
MAX
1" NON-SHRINK GROUT
31 S-411
3 16
3 SIDES
HSS BM TO CMU WALL0256-03-CU20 - S412 - 31 NTS or 1-1/2" = 1'-0"

CMU WALL

HSS HIP BM
END PL 3 16"
1 8
PJP ( 14 )

A CORNER INTERSECTION

B 'T' INTERSECTION
14 HSS PER PLAN

HSS PER PLANHSS PER PLAN

HSS PER PLAN
HSS TO HSS CONNECTION0256-03-CU20 - S411 - 31 NTS
KIOSK BEAM @PEAK0256-03-CU20 - S411 - 33 1" = 1'-0"
HSS 6x4PER PLAN
TYP
B
A
B
B A
A
B
A
3 16"

TYP B TO
A BM

CP-TYP A
BM T&B
3 16"

TYP A TO
A BM
3 16"

TYP B TO
A BM
RESTROOM JOIST TO WALL0256-03-CU20 - S411 - 41 1" = 1'-0"

CMU WALL PER PLAN
PL 12" x 712" CONT W/ 5 8" Ø HEADED BOLT
CENTERED BTWN JSTS & @ 12" MAX FROM

ENDS OF PL
6" MIN
EMBED

PUNCH OUT
4" 4"
STIFF CLIP LB8000 W/ (4) #8 SELF TAPPINGSCREWS TO MLT JOIST & WALL PL 2" TYP
1'-4" MIN TO PUNCH OUT
18 GA BENT PL CONT W/ #8
SELF TAPPING SCREWS @ 6"

OC TO WALL PL
BS
6 x 8.2
CONT
4 x 5.4 @ 4'-0" OC &2'-0" FROM EA CORNER
3 16
"
CP
5"
EMBED
6 x 8.2 W/ 5 8" Ø

HEADED BOLTS
℄ 4 & CMU

JOINT OR WEB
RESTROOM HIP TO SUPPORT BEAMS0256-03-CU20 - S411 - 42 1" = 1'-0" HSS 10x4x 3 16
3 16"
HSS 8x4x 3 16 HIP ALIGN BOT
OF HSS6 W/ BOT OF HSS10
T&BTYP
1 2
"
GAP
HSS HORIZPER ELEV 3 16

HSS COLPER PLAN
L3 x 3 x 14" x 0'-3"
T&B
L3 x 3 x 14" x 0'-3"
T&B
TYP 1
4 14
HSS HORIZ TO HSS COL0256-03-CU20 - S411 - 23 NTS
TYP

HSS PER PLAN

HSS PER PLAN
1 4" CAP PL
HSS COL TO HSS BEAM0256-03-CU20 - S411 - 32 NTS
HEADER AT STUD WALL0256-03-CU20 - S411 - 22 1" = 1'-0"

SILL SCREWS PERSW SCHED
HSS BM

PER PLAN

WALL SHTG

PER PLAN
ES

WALL SHTG

PER PLAN
ES
(2) #10 SMS
@ 24" OC
HSS HEADER TO COLUMN0256-03-CU20 - S411 - 21 1" = 1'-0" TYP
12"
GAP
L3 x 3 x 14" x 0'-4" T&B

HSS HDR PER PLAN

MITER CUT ENDS TOMATCH COL ANGLE
3 16
(N) HSS COL PER PLAN
℄ OF COL
℄ OF COL

CL OF COL
COL WIDTH +1"
(STUD WIDTH MAX)
COL WIDTH +1"
(STUD WIDTH MAX) 112"
112"
3"
TYP
3" 112 1 " 12"
℄ STL COL
1 4" SMS @ 24"

OC STGR
3 8" CAP PL W/ 3 4" Ø BOLTS
1 4
"
( 3 16 )
@ PL WIDTH
< COL WIDTH +1"
@ CORNER

LINE OF TOP PL
HSS COL TO TOP PLATE CONN0256-03-CU20 - S411 - 12 NTS

STUD TRACK TO

MATCH ENDS
3"

STL COL PER PLAN
℄ STL COL

TRACK TOP
PL, WO

TOP PL PER PLAN
3 16
6" 3" 3" 112"
TIE PL @ METALSTUD TOP PL EASIDE, WO

TIE PL PER SCHED BELOW

FOR SIZE & BOLTS

TIE PLATE SCHEDULE

MARK TIE PLATE BOLTS REMARKS
A 14" x 4" (3) 3 4" Ø
B 14" x 5" (4) 3 4" Ø
C 3 8" x 5" (5) 3 4" Ø
TIE PLATE CONNECTION AND SCHEDULE0256-03-CU20 - S411 - 13 NTS 1 2" MIN
1" MAX
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-411
31 21 1132 22 12
43 33 23 134142

PLAN VIEW CANOPY SUPPORT
0256-03-CU20 - S412 - 31 NTS or 1-1/2" = 1'-0"
3 16
C4 TO C6
6 x 8.2

PER PLAN
6 x 8.2

PER PLAN
BENT PL 3 16x3"x6" W/ 5 8" Ø
A307 BOLT TO EA 6
112 1 " 12"
1 1
2 "
PLAN VIEW - HSS TO HSS0256-03-CU20 - S412 - 21 NTS or 1-1/2" = 1'-0" HSS 6x4 PER PLAN
END PL 3 16 x4"x6" HSS 6x2 PER PLAN

HSS COL BELOW
3 16
TYP
1 8
BM HSS TO HSS COL0256-03-CU20 - S412 - 12 NTS or 1-1/2" = 1'-0" HSS 6x4
6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16"
CP
21 S-412
HSS 6x2
HSS 4x4
3 16"
ADD 14 GA BREAK METAL PER 13/S-412

TO ALL HSS ROOF FRAMING TO

MATCH ROOF SLOPE
CANOPY SUPPORT0256-03-CU20 - S412 - 23 NTS or 1-1/2" = 1'-0" 6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16
"
CP
HSS 4x4HEADER
MTL JSTS TO HSS BM0256-03-CU20 - S412 - 11 1" = 1'-0"

PUNCH OUT
1'-4" MIN TYP TO PUNCH OUT
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD

HSS PERPLAN
SIMP 'L50' W/ (6) #12 SMS TO JST &
(6) #12 SELF TAPPING SCREWS TO

HSS TYP

MTL ROOF JSTS

PER PLAN
PLAN VIEW0256-03-CU20 - S412 - 12 NTS or 1-1/2" = 1'-0" 112"
6 PER PLAN
∠ 312 x312 x 14 x 3" W/ 5 8"
Ø A307 BOLT EA LEG
JSTS TO HSS BM0256-03-CU20 - S412 - 11 1" = 1'-0"
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD

HSS PER PLAN
SIMP 'L30' SKEWED W/ (2) #12 SMS
TO JST & (2) #12 SELF TAPPING

SCREWS TO HSS TYP

MTL JSTS

PER PLAN

SURE-BOARD
14 GA SHAPED BREAK MTL EA SIDE
OF RIDGE - TACK WELD MIN 1"/FT
EA LEG
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS

AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-412
31 21 1132 22 12
43 33 23 134142

E-001
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-001_GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
A
E
M T A. E
C
F
NO. 10757
E L

TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L

T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

SURFACEMOUNT CABINETFLUSHMOUNT CABINETSURFACEMOUNT PANELFLUSHMOUNT PANEL

LCP LIGHTING CONTROL PANEL
DIMMER3-WAY4-WAYDPST

DUPLEX- FLOOR OUTLETGROUND FAULT CIRCUIT INTERRUPTTV OUTLET-FLOORMOUNTABOVE-CLGMOUNT J-BOXDROP CORD RECEPTPHONE/DATA COMBO FLOOR OUTLETPHONE/DATA COMBO OUTLETDATA FLOOR OUTLETTELEPHONE FLOOR OUTLETJUNCTION BOXTELEPHONE OUTLET

MISCELLANEOUS

CIRCUIT BREAKERFUSIBLE SWITCH

SAFETY DISCONNECTTELEVISION OUTLET
GROUND
DATA OUTLETFLOORMOUNT 208V, 1Ø RECEPTSINGLE RECEPT.DUPLEX RECEPT.DOUBLE DUPLEX POWER/COMM.

DUPLEX- HALF SWITCHEDSPECIAL CONFIGURATION
NOTE: INTERPRET IN CONTEXT
SURFACE FLUOR.

SWITCHES
A

LETTER ADJACENT INDICATES
(ARROW INDICATES DIRECTION)

FIXTURE TYPESPSTRECESSED WALLMOUNTEXIT LIGHT- CEILINGEXIT LIGHT- WALLWALLPACK Ø PHASE
WALL SURFACEMOUNT LINEAR TYPEUPLIGHT- FLUSH IN GRADEPOLE LIGHT- DECORATIVEPENDANT LINEAR FLUOR.UNDERCABINET LIGHTTANDEM-WIRED LAMPSBOLLARDSTRIP FIXTURE UONDIRECTIONAL FLOODEMERGENCY FIXTUREPOLE LIGHTTRACK LIGHT J
TV
J C
TV
GFI
J

LIGHT FIXTURES
LEGEND
CEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHRECESSED FLUOR.PENDANT MOUNT (E) POWER HOMERUNINDICATES LINE CONTINUESWIRE LINE- CONTINUESCONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAYCORD W/PLUGLOW VOLTAGE LVCONDUIT SEALNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)

CONDUIT/WIRE

ISOLATED GROUNDEXISTING TO REMAINNEW
E
2D34

UNDERGROUND
NUMBERED SHEET NOTES: REFERS TO NOTESON SAME SHEET AS REFERENCEDETAIL REFERENCE:
-DETAIL DESIGNATION-SHEET NUMBER REFERENCE

CONVENTIONS
X
-
1 MOUNTED ABOVE COUNTER
* MOUNTED ABOVE COUNTER

PP NLIGHT POWER PACK

OS VACANCY SENSOR

GENERAL NOTES
3103 FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS,'CO14' INDICATES CONDUIT ONLY,PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, QUANTITY (1) AND SIZE (4")

S SPEAKER- CLG FLUSHMOUNT
SOUND

OSD VACANCY SENSOR WITH DIMMING

WIRELESS ACCESS POINT
WIFI
WI
A
V
AP

AUXILIARY/MICROPHONE

WALL FLUSHMOUNT

VOLUME CONTROL

WALL FLUSHMOUNT
WIRELESS SYSTEMWALL FLUSHMOUNT

ABBREVIATIONS
A AMPEREAB AMP BREAKERABAND ABANDONEDABV ABOVEAC ALTERNATING CURRENTAC-# AIR CONDITIONERADJ ADJACENTAF AMP FUSE, AMP FRAMEAFF ABOVE FINISH FLOORAFG BOVE FINISH GRADEAIC AMPERES INTERRUPTING

CAPACITY
Al ALUMINUMAS AMP SWITCH RATINGATS AUTOMATIC TIME SWITCHATS AUTOMATIC TRANSFER SWITCH

AV AUDIBLE/AUDIO VISUALAWG AMERICAN WIRE GAGE

BFG BELOW FINISH GRADEBIL BASIC IMPULSE LEVELBLDG BUILDING

C CONDUIT
-C- CATV CONDUIT

CAB'T CABINETCATV CABLE TELEVISIONCB CIRCUIT BREAKER, CODE BLUE
CBC CA. BUILDING CODECEC CA. ELECTRICAL CODE
CA. ENERGY COMMISSION
CF COMPACT FLUORESCENTCFC CALIFORNIA FIRE CODECLG CEILINGCL CENTER LINECKT CIRCUITCNT'R CONTRACTORC.O. CONDUIT ONLY (W/PULLROPE)
COND CONDUIT, CONDUCTORCR CRITICAL BRANCHCSFM CALIFORNIA SFMCT CURRENT TRANSFORMERCu COPPERCU-# CONDENSING UNIT

D DEPTHDC DIRECT CURRENTDF DRINKING FOUNTAINDIA DIAMETERDISC DISCONNECTDIST DISTRIBUTIONDPST DOUBLE POLE SINGLE THROW

DW DISHWASHEREM EMERGENCY
(E) EXISTING
EA EACHEB ELECTRONIC BALLASTEC ELECTRICAL CONTRACTOREC-# EVAPORATIVE COOLEREF-# EXHAUST FANEL EVENING LIGHTELEC ELECTRICALEM EMERG BATTERY BACKUP

EMERGENCY BALLAST

EMERG EMERGENCYEOL END OF LINEEQUIP'T EQUIPMENTES ENERGY SAVING (EXN) (E) IN (N) LOCATION(EXR) (E) TO BE (R)

EXT EXTERIOR

F FLUORESCENT
(F) FUTURE
F-# FURNACEFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFAT FIRE ALARM TERMINALFAU FORCED AIR UNITFBO FURNISHED BY OTHERS FC-# FAN COIL

FLA FULL LOAD AMPSFLR FLOORFLUOR FLUORESCENTFS FUSIBLE SWITCHFSAS FIRE STATION ALERTING SYSTEM

FVNR FULL VOLTAGE

NON-REVERSING

G GROUNDING CONDUCTORGC GENERAL CONTRACTORGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFI GROUND FAULT CIRCUIT

INTERRUPTER

GND GROUNDGRS GALVANIZED RIGID STEELGWS GANG WITH SWITCH

H HEIGHT, HIGHHACR HEATING, AC & REFRIGHID HIGH INTENSITY DISCHARGEHO HIGH OUTPUTHOA HAND-OFF-AUTO hp HORSEPOWER

HPF HIGH POWER FACTORHPS HIGH PRESSURE SODIUM

IC INTERCOMID IDENTIFICATIONIF INSIDE FROSTIG ISOLATED GROUND

J-BOX JUNCTION BOX
k QUANTITY 1000kVA KILOVOLTAMPSkW KILOWATT

LC LIGHTING CONTACTORLPS LOW PRESSURE SODIUMLRA LOCKED ROTOR AMPSLS LIFE SAFETY BRANCHLT LIGHTLTG LIGHTINGLV LOW VOLTAGEMC MECHANICAL CONTRACTORMCA MINIMUM CKT AMPSMCB MAIN CIRCUIT BREAKERMCTB MAIN CATV TERMINAL BOARDMCTC MAIN CATV TERMINAL

CABINET

MECH MECHANICALMFR MANUFACTURERMFS MAIN FUSIBLE SWITCHMH METAL HALIDEMLO MAIN LUGS ONLYMOCP MAXIMUM OCPMSB MAIN SWITCHBOARDMT MOUNTMT HT MOUNTING HEIGHTMTS MANUAL TRANSFER SWITCHMTTB MAIN TELEPHONE TERMINAL BOARD

MTTC MAIN TELEPHONE TERMINAL

CABINET

MW MICROWAVEN NEUTRAL (GROUNDED

CONDUCTOR)
(N) NEW
N3R NEMA 3RNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NAT'L ELEC

MANUFACTURER'S ASSOC

NIC NOT IN CONTRACTNL NIGHT LIGHTNO NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALE

OC ON CENTEROCP OVERCURRENT PROTECTIONOD OUTSIDE DIAMETEROH OVERHEAD OSA OFFICE of the STATE

ARCHITECT
OSHPD OFFICE of STATEWIDE

HEALTH PLANNING &DEVELOPMENT

OVLD OVERLOAD

P POLEPA PUBLIC ADDRESSPB PULLBOXPC PULL CHAINPC PHOTOCELLPC PLUMBING CONTRACTOR ph PHASE

PNL PANELPOC POINT OF CONNECTION
-PP- POWER PRIMARY-PS- POWER SECONDARY

PV PHOTOVOLTAIC
(R) RELOCATE(D)

RECEPT RECEPTACLEREF REFRIGERATORREQ'D REQUIREDRLA RATED LOAD AMPSRM ROOMRMC RIGID METAL CONDUIT

RMV REMOVERPLC REPLACERS RAPID START

SC SIGNAL CABINETSCC SHORT CKT CURRENTSFM STATE FIRE MARSHALSHT SHEETSL SLIMLINE, SWITCH LEGSPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSQ SQUARESTR'G STORAGESURF SURFACESVC SERVICESW SWITCH

T TRANSFORMER, TERMINAL
-T- TELEPHONE CONDUIT
(TBR) TO BE REMOVED

TC TIME CLOCKTEL TELEPHONETELCO TELEPHONE COMPANYTS TIME SWITCHTSO TIME SWITCH OVERRIDETSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL

CABINET

TX TRANSFORMERTYP TYPICAL

TYP SIM TYPICAL SIMILAR

UC UNDERCABINET,

UNDERCOUNTER

UG UNDERGROUNDUGPS UNDERGROUND PULL

SECTION

UL UNDERWRITERS

LABORATORIES
UON UNLESS OTHERWISE NOTEDUSA UG SVC ALERT 800-642-2444

V VOLTVA VOLT AMPERESVAC VOLT ALTERNATING

CURRENT

VHO VERY HIGH OUTPUTVOLT VOLTAGEVR VANDAL-RESISTANT

W WIDTH, WATT, WIRE
WH-# WATER HEATERWP WEATHERPROOF (NEMA 3R)

XFMR TRANSFORMER
+48 INDICATES MOUNTING

HEIGHT AFF

ELECTRICAL DRAWING LIST
E-001 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONSE-002 SINGLE LINE DIAGRAM AND FIXTURE SCHEDULEEK-101 ELECTRICAL KIOSK FLOOR PLANSET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (RESTROOM)ED-101~102 ELECTRICAL DEMOLITION SITE PLANSER-101 ELECTRICAL RESTROOM FLOOR PLANS

ELECTRICAL GENERAL NOTES, LEGEND, ABBREVIATIONS, AND

SCHEDULES

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH

CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING

JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.

B. AMERICANS WITH DISABILITIES ACT (ADA).

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOBSITE.

3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE

INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.

4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX)
+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX)+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.

ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF

THE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1]
ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX ORRECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THERECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM [CBC 11B-308.1.2]
BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENTELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC.

ARCHITECTURAL SHEETS SHALL GOVERN.

4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLYLABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS

TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).

5. EQUIPMENT ANCHORAGE NOTE

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616A AND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.

THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION 1616A.1.18:

A. FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1) B. TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION 1616A.1.18 ITEM 2.

C. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN

CATEGORIES D, E, OR F
THAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.

D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR

HUNG FROM A
WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

M
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.

1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND

PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESS

LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OFSTRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OFCONDUCTORS BEING JOINED TOGETHER AS SPLICED.

2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG,SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED

3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR.

INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.

4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL

CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR

UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION.

5. GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS

ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B)

6. THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19.

CONDUCTORS AND CABLES

CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS

1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).

2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.

3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.

4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex rquired in exterior locations).

5. MC CABLE ALLOWED IN OCCUPANCY R2 ZONES ONLY.

REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUNCONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.

ADDITIONAL CONDUIT REQUIREMENTS.
- ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BERECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITHREINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS.
- NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL

CONDUIT WITHIN WALLS

CONDUIT SYSTEMS NOTES
A. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B) B. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED

OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP

LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS

WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT

INSERTED AND RECEPTACLE COVERS CLOSE)
C. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A

WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY"

OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING

WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY"
D. EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A

WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL

BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED.

E. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9.

F. ALL GFCI PROTECTION MUST BE READILY ACCESSIBLE.

RECEPTACLES AT DAMP AND WET

LOCATION
E-003~E-005 ELECTRICAL DETAILSES-101 ELECTRICAL SITE PLANET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (KIOSK) A. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS:

PACIFIC GAS AND ELECTRIC (PG&E)
JUSTIN McDONALD
805-546-1271
[email protected]
APPLICATION #124816031
B. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITYCOMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION.

C. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO

EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT.

D. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.

E. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK.

GENERAL SITE PLAN NOTES
E-006~E-008 EXISTING POLE IMAGES

E-002
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
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May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-002_SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
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NO. 10757
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I A N
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FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE

REFERENCE NOTES

1. NEW WALL HUNG PG&E APPROVED UNDERGROUND PULL SECTION [RYCO #PB400-1 OR EQUAL] AND TWO METER SECTION WITH CIRCUIT BREAKERS (22KAIC) [ RYCO #WCBHM22-1] NEMA 3R. 400AMP SERVICE, 120/240V, 1Ø, 3W.

2. NEW 200AMP PANEL MOUNTED INSIDE BUILDING RESTROOM PLUMBING SHAFT SEE FLOOR PLAN FOR LOCATION.

3. NEW SERVICE ENTRANCE RATED LOAD CENTER PANEL FOR KIOSK.

SEE FLOOR PLAN FOR LOCATION

4. NEW 4" UNDERGROUND SERVICE CONDUIT TO PG&E SECONDARY SITE PULL BOX.

5. PROVIDE 200AMP FRAME WITH A 100AMP TRIP BREAKER.

SINGLE LINE DIAGRAM NOTES
A. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED.

B. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS

SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. CCOPPER WIRES TYPE THWN/THHN.

C. DESIGN SHOWN IS BASED ON SQUARE D OR EATON PRODUCT.

ENGINEER-APPROVED EQUAL ALTERNATE PRODUCT WILL BE
ACCEPTABLE.

D. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).

E. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING

METER/MAIN AND LOAD CENTER SIZED TO FIT IN THE AVAILABLE SPACE IN THE ELECTRIC ROOM. REFER TO ARCHITECTURAL PLANS FOR
DIMENSIONAL INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS.

CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALLSWITCHGEAR, AND TERMINATION CABINETS ON FLOOR PLAN WITHSUBMITTAL.

F. PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE

BEEN MADE FOR DISAGGREGATION OF THE ELECTRICAL CIRCUITS, THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.

G. REFER TO PANEL SCHEDULES FOR INDIVIDUAL BRANCH CIRCUIT

VOLTAGE DROP AND/OR SINGLE LINE DIAGRAM FOR FEEDER VOLTAGE DROP CALCULATIONS.

H. BRANCH CIRCUIT/FEEDER DISTANCE IS SHOWN FOR REVERENCE ONLY AS THE BASIS OF VOLTAGE DROP CALCULATIONS. CONDUCTOR

DISTANCE AS INDICATED SHALL NOT BE USED FOR
BIDDING/CONSTRUCTION PURPOSES. SHOULD THE FEEDER DISTANCE

EXCEED THE LENGTH NOTED PER INSTALLATION CONDITIONS, NOTIFY THE ENGINEER OF RECORD. TYPICAL.

M
(N)
200A2P
1153 (3) #2 THWN & (1) #8 GND. (1) 1-1/2"C (PVC 40)2003 (1)2"C (PVC 40) (3)#3/0 THWN AND (1)#6 CU GROUND. 2003
PANEL
(N) 1153
PANEL
(N)
2 1
-
3 2 ARC FLASH SIGNAGE 1 GROUND/BOND DETAIL
NOTE:

IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.

WARNING

ARC FLASH HAZARD

LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:

INCIDENT ENERGY RANGE:

HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²

LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:

INCIDENT ENERGY RANGE:

HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION: BUS NAME PROTECTIVE DEVICE: UPSTREAM DEVICE
PSE TQS#: #####.# Date Issued: April 2004 Study Rev. :0

SINGLE LINE DIAGRAM
"MR"
"MK"
1 4
2 -
#8
1 -
2 -

LIGHTING FIXTURE SCHEDULE
MAX.

VA. TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE LAMPING MOUNTING DESCRIPTION A
KENALL FS824R 2TB MPA DB
33L40K 120V
120 37 LED, 40K WALL 2FT LINEAR LED LIGHT, HIGH

IMPACT RESISTANT LENS
B1
LITHONIA BLWP4 40L ADP EZ1
LP840
MVOLT 35 LED, 40K SURFACE 4FT LINEAR WRAP, 0-10V

DIMMING
SW
HANDELMAN OL12.9WB
CORDOVA 9" WALL

BRACKET
120 30 (3)10W LED
BULB,
4000K

WALL DECORATIVE EXTERIOR WALL
LIGHT (9"WX28"HX 12"

PROJECTION)

AMBER GLAZING AT

PERFORATED METAL, CLEAR
GLAZING AT WINDOWS.

SD
BEGA 24813 K4 BRZ MGU MVOLT 10.4 LED, 40K RECESSED LED RECESSED CEILING DOWN

LIGHTS, VORTEX REFLECTOR,

ASYMMETRIC BEAM

DISTRIBUTION, BRONZE FINISH,
0-10V DIMMING, MARINE GRADE

UNDERCOAT
SG
TARGETTI KPLM RP HE MW L2
RGBW 1DU2525K
IDU2521 1E2524
1E0388 DX8PLEAD50
TGDMXSLESAU11
120 15w LED, RGBW IN-GRADE,

CONCRETE
POUR

APPLICATION
MINI RGBW IN-GRADE LIGHTING,PROVIDE 1-50W DMX POWER
SUPPLY (PS041) FOR TWO "SG".

REFER TO SITE PLAN (50FTDIRECT BURIAL LENGTH), DMX

CONTROL
SP

HANDELMAN CUSTOM FIXTURE
WITH (2)35W LED

PACKAGE
120 70W LED, 40K CONCRETE
BASE
DECORATIVE POLE, 2-14"X30"
LED HEAD, WITH A 5" DIAMTER
X 16FT POLE. INCLUDES
BANNER ARM AND 120V OUTLET
LITHONIA BLWP2 86L ADP EZ1
LP840
MVOLT 7 LED, 40K WALL,
+9.5" AFF
2FT LINEAR WRAP, 0-10V

DIMMING
B2
BONDING OF "OTHER METAL
PIPING AND METAL WATERPIPE" PER 2019 CEC
250.104(A)(B)
#1/0 @ METER/MAIN M/M COPPER GROUND BONDING
JUMPER. OCCURRING AT SERVICE ENTRANCE
EQUIPMENT. SIZED PER 2019 CEC TABLE 250.102(C)(1).
#4 [M/M) & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.66
#2 COPPER

GROUND AT
"MTTB"
"UFER"CONCRETE-ENCASED
ELECTRODE, 1/2" MIN.DIAMETER. PER 2019
CEC 250.52(A)(3)
PER 2019 CEC 250.50

GROUNDING ELECTRODES

PRESENT AT

STRUCTURE/BUILDING

SHALL BE BONDED

TOGETHER TO FORM THE

GROUNDING ELECTRODE
SYSTEM. WHERE

GROUNDING ELECTRODES
IDENTIFIED IN 2019 CEC
250.52(A)(1) THROUGH (A)(6)

ARE NOT PRESENT AT

STRUCTURE/BUILDING

PROVIDE ONE OR MORE OF

THE ELECTRODES
INDICATED.
"METAL UNDERGROUND WATER
PIPE" 3/4" MINIMUM PER 2019 CEC
250.52(A)(1)
"METAL BUILDING/STRUCTURE
FRAME" PER 2019 CEC
250.52(A)(2)
"ROD AND PIPE ELECTRODES"
3/4" MINIMUM PER 2019 CEC
250.52(A)(5)(a)(b)
"GROUND ROD" 5/8"DIA. X 10FT
ELECTRODE PER 2019 CEC
250.52(A)(5)(b)
#6 [M/M] & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.122
#6 COPPER GROUNDING
CONDUCTOR PER 2019 CEC
250.66(A)
#4 COPPER GROUNDING
CONDUCTOR PER 2019 CEC
250.66(B)

SUPPLEMENTAL ELECTRODE
REQUIRED PER 2019 CEC
250.53 (D)(1)(2)
#6 COPPER GROUND PER
PER 2019 CEC 250.53 (E)
BONDING OF "STRUCTURAL
STEEL" PER 2019 CEC
250.104(C)
NOTES:
- GROUND RINGS NOT SHOWN. SEE 2019 CEC 250(A)(5)(4).- PLATE ELECTRODES NOT SHOWN. SEE 2019 CEC 250 (A)(6).- OTHER LISTED ELECTRODES NOT SHOWN. SEE 2019 CEC 250 (A) (7).

SERVICE EQUIPMENT

ENCLOSURE FULL

LENGTH GROUND BUS

SERVICE EQUIPMENT ENCLOSURE FULL

LENGTH NEUTRAL BUS ON AT M/M
#4
M
(N)
100A
2P
2 -
"M/M"
25 E-005
5 AVAILABLE FAULT CURRENT: 10kAIC
400A, 120/240V, 1Ø, 3-WIRE, 100kAIC BRACING
22 E-005
5 E-003

E-003
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-003~E-005_ELECTRICAL DETAILS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
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NO. 10757
E L TS
O E AT
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IS GE
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T LLE I
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T R I C

LI F CA
I A N
HOMNA
R
EE
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RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DETAILS
3 RECESSED LIGHTING MOUNTING DETAIL SCALE:
7 METAL PIPE THROUGH CONCRETE OR BLOCK WALL/FLOOR SCALE:
2 FIXTURE TYPE 'SG' WIRING DIAGRAM SCALE:
6 DATA CABINET SCALE: 4 FIXTURE TYPE "SG" MOUNTING DETAIL SCALE: NTS5 FIXTURE TYPE 'SP' MOUNTING DETAIL SCALE:
9 TYP. WALL SURFACE MOUNTED LIGHTING FIXTURE SCALE:
1 POLE MOUNTED CAMERA SCALE: NTS
8 SURFACE MOUNTING DETAIL AT CONCRETE WALL SCALE:
20'
18'±
36"
PCC FOUNDATION 24"
ELECTRICAL PULL BOX LID FLUSH WITH GRADEFOR FINISHED SURFACES, 1" ABOVE GRADE IN

OTHER AREA

ELECTRICAL

CONNECTION

PACK GROUT IN GAP BETWEEN BASE PLATE AND
FOUNDATION AFTER PLUMBING THE FIXTURE.

ALLOW DRAINAGE FROM INSIDE POLE
INSTALLATION NOTES:

1. CAMERA: SECURITY LINES US PD i4P, FURNISHED
BY CITY.

2. POLE MOUNT: GRAINGER 3/4" WIDE, T-BOLT HOSE
CLAMP; PK5 OR APPROVED EQUAL.

3. POLE: (PAA240) LUMINIS 5" DIAMETER X MIN .124
WALL. 6061-T6 ALUMINUM ALLOY, 18" HEIGHT,
RATED FOR MIN 80 MPH WIND LOAD WITHREINFORCED CASE BASE PLATE AND CAST ALUMINUM BASE COVER. PROVIDE END CAP.

4. ANCHOR BOLTS: GALVANIZED STEEL, 3/4" Ø X 30"
WITH 4" LEG, (4) TOTAL WITH GALVANIZED NUTS
AND WASHERS (8) TOTAL.

5. PCC FOUNDATION: CLASS 3 CONCRETE

6. PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "ELECTRICAL" AND INCLUDE
VANDALISM PROOF BOLTS.

7. CONDUIT: 2" MIN.

8. PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "FIBER" AND INCLUDE VANDALISMPROOF BOLTS.
1 2
3 45
6 7
MANUFACTURER & MODEL NO.: X
CAMERA: SECURITY LINES i4POD-P
POLE: LUMINIS PAA420-NTW (CONFIRM WITH CITY THELATEST CAMERA AND POLE MODEL NO. BEFORE ORDERING.POLE COLOR: POWDER COATED DARK FOREST GREEN GENERAL NOTES:

A. VERIFY CAMERA SYSTEM VOLTAGE BEFORE ORDERING.

B. INSTALL LIGHT/POLE PER MANUFACTURER'S
DIRECTIONS AND SECTION 86 OF THE STANDARD
SPECIFICATIONS.

C. CONDUCTORS, CONDUIT, GROUND ROD, AND

CIRCUITRY MUST COMPLY WITH CAMERA LOADING
REQUIREMENTS.

D. INSTALL POLE AT THE LOCATION INDICATED BE THE
PLANS OR AS DIRECTED BY THE ENGINEER.
8 NOTES :

1. MAXIMUM DIAMETER OF OPENING = 12".

2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-1/4".

3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE

FIRESTOP SEALANT IS REQUIRED ON BOTH SIDES OF A WALL
ASSEMBLY.

4. W-RATING APPLIES ONLY WHEN CP 601S ELASTOMERIC FIRESTOP SEALANT OR CP 604 SELF-LEVELING FIRESTOP SEALANT IS USED.

1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING):

A. ANY LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE
FLOOR OR WALL (MINIMUM 4-1/2" THICK).

B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL.

2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:

A. MAXIMUM 10" NOMINAL DIAMETER STEEL PIPE
(SCHEDULE 10 OR HEAVIER).

B. MAXIMUM 10" NOMINAL DIAMETER CAST IRON PIPE.

C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR
TUBING.

D. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.

3. MINIMUM 3" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY) TIGHTLY PACKED FOR NOMINAL 4" DIAMETER (AND SMALLER), AND MINIMUM 4" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY) TIGHTLY PACKED FOR PIPES GREATER THAN NOMINAL 4" DIAMETER.

4. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, CP 604 SELF-LEVELING FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOP SEALANT.

5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. (NOT REQUIRED WHEN CP 604SELF-LEVELING FIRESTOP SEALANT IS USED, ITEM NO. 4). 1 2 534

SECTION A-A
A

TOP VIEW
A
F-RATING = 2-HR.

T-RATING = 0-HR.

L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.

L-RATING AT 400° F = 4 CFM/SQ. FT.

W-RATING = CLASS I (SEE NOTE NO. 4 BELOW)
91"
32" 9.5"
NEMA 1
CABINET, 600 LB.

MAXIMUM WEIGHT.

CONCRETE WALL
PROVIDE HILTI 3/8" DIA. X 2-1/2" (NOMINALEMBEDMENT) HILTI KB-TZ2 WITH INSTALLATION PER ICC REPORT NUMBER ICC-ESR-4266, 6 MINIMUM ONE
EACH AT MOUNTING STUDS.

REFERENCE NOTES

1. CEILING FINISH MATERIAL, SEE ARCHITECTURAL
REFLECTED CEILING PLANS FOR TYPE AND DEPTH.

2. PROVIDE STEEL FRAMING ABOVE AS REQUIRED TO
MATCH CEILING FRAMING, SEE FRAMING PLANS FORREQUIRED FRAMING.

3. RECESSED HOUSING WITH EXPANDABLE MOUNTING
BARS.

4. FIXTURE TRIM

5. OUTLET BOX / BRANCH CIRCUIT6. ATTACH EXPANDABLE MOUNTING BARS WITH #10 X 1" HARD LID CEILING SMS, PROVIDE A MINIMUM OF (4) PER MOUNTING BAR.

AT STUD WALL

AT CMU WALL

REFERENCE NOTES
123
HEIGHTSEE ARCH. PLANSFOR MOUNTING

OUTLET BOX
PROVIDE #10x1" HEX HEAD

SELF-TAPPING SCREWS AT FIXTURE MOUNTING
POINTS. (MINIMUM OF 2) TO BACKING OR WALL
STUDS
METAL WALL STUD, SEE ARCH. PLANS.

WALL FINISH, SEE ARCH. PLANS.

WALL STUD BACKING PER
14-X/S105.

1. SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. OR
LESS)

2. CONCRETE MASONRY WALL.

3. 3/8" DIA. HILTI KB3 , PER ICC ESR-2302. PROVIDE MINIMUM 2-1/2" EMBEDMENT.

NOTE:

FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FOR
CLARIFICATION.

LIGHTING FIXTURE PER FIXTURE
SCHEDULE ON SHEET X/E105.

PLAN
PLAN

REFERENCE NOTES

1. EC SHALL PROVIDE (N) DEDICATED 20A, 120V

POWER CIRCUIT TO RECEPTACLE ENCLOSED
INSIDE CABINET.

2. SYSTEM ELECTRONICS TO BE PROVIDED AND
INSTALLED BY OTHERS.

3. (N) RACEWAY FOR HORIZONTAL CABLING TO USER
STATIONS AND INCOMING FIBER OPTIC CABLE.

4. INSTALL FIBER OPTIC SPLICE TRAY, LEVITON OPT-X
1000i SERIES OR EQUIVALENT. FUSION SPLICE ALL
FIBER CABLE ACCORDING.

5. DOUBLE HINGED IDF CABINET CHATSWORTH CUBE
- IT, 24''W X 30''L X 27.9''D (12419-X48) OR
EQUIVALENT WITH TEMPERED GLASS FRONTPANEL. THERMOSTATICALLY CONTROLLED

FAN/FILTER KIT AND SURGE-PROTECTED OUTLET
KIT SHALL BE INSTALLED.

6. (N) INCOMING FIBER OPTIC CABLE, PROVIDE
SERVICE LOOP INSIDE CABINET.

7. DUPLEX FIBER OPTIC PATCH CORD. LC-LC,

CONNECTOR TYPE PER CITY OF SLO
REQUIREMENTS.

8. CABLE PROVIDED BY OTHERS TO SUPPORT
LOGICAL STACKED SWITCH. PROVIDED ONLY
WHEN (2) OR MORE NETWORK SWITCHES ARE
INSTALLED INTO CABINET. INSTALLED BY
ELECTRICAL CONTRACTOR.
5 7
2 6
3 1
8 4

MANUFACTURER PROVIDEDBONDING JUMPER TO

GROUND BAR AND DOOR
HARDWARE (QTY 2)

MANUFACTURER PROVIDED GROUNDBAR (BONDED TO CHASSIS)

MANUFACTURER PROVIDED

FAN/FILTER KIT WITH LINE

VOLTAGE THERMOSTAT

CONTROL
4'-9"
4-#4 MIN VERT.
#3 REBAR TIES
AT 12" ON CENTER
3" MIN.
18"
3/4" MIN. DRYPACK

FINISH GRADE

LIGHTING POLE, BASE
PLATE. REFER TO

MANUFACTURER

SUBMITTAL
(3)#3 TIES IN TOP 5°

CHAMFER EDGES
3" MIN.

RED
+24VDC
BLACK
YELLOW w/ BLACK STRIPE
WHITE
YELLOW
FCS PS10
POWER
SUPPLY

FRESCO NETWORK

DETACHABLE PIGTAIL

HARNESS
WHITE w/ BLACK
STRIPE

DMX/RDM NETWORK

DETACHABLE PIGTAIL

HARNESS

TO EARTH GROUND ONLY

IN STATION BACKBOX

BLACK RED
BLACK

DMX COMMON

DMX SHIELD
DMX DATA +

DMX DATA -
BLACK w/
ORANGE
H
N
WHITE
GREEN

DMX/RDM NETWORK

TERMINATION SWITCH
ON
ACUITY

FRESCO PANEL
#FCS-7TSN-X-DWH
TO "LCP" RELAY PANEL
MOUNT INSIDE IP68 WET LIST DIRECT BURIAL
VAULT. REFER TO PLAN FOR LOCATION. ONE

POWER SUPPLY REQUIRED FOR TWO FIXTURE
TYPE "SG"
FIXTURE TYPE "SG" AS

SHOWN ON SITE PLAN
DMX CABLE: BELDEN SHIELD CABLE 2-18
GAUGE #5300F1-300V (DAISY CHAIN)
C5 C5 C5 C5 1"C (EMT) DMX TO FRESCO PANEL
"3/4C (EMT) TO
"LCP" RELAY
PANEL

DMX TO NEXTDRIVER

INSTALLATION DIAGRAM FOR CONCRETE POUR APPLICATION PER

MANUFACTURER REQUIRMENTS
NEW 11"X17" ELECTRICAL PULL BOX PER CITY OF SLOENGINEERING STANDARD 7520. LID FLUSH WITH GRADE FOR FINISHED SURFACES, 1" ABOVE GRADE IN OTHER AREA. PROVIDE 2-AMP FUSE IN ADVANCE OF LIGHT.
2" CONDUIT WITH WITH
BELL END. REFER TO

SITE PLAN FOR

CONTINUATION
NOTES

1. GALV. ANCHOR BOLTS & TEMPLATE FURNISHED BY EC;

BOLTS INSTALLED AND CONCRETE BASE FURNISHED

AND INSTALLED WITH REBAR BY GC

2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM
24" BELOW FINISH GRADE (UON) PER CITY

REQUIREMENTS

3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK

BEND WITH A SIX-BAR DIAMETER BUT NOT LESS THAN
3 INCH EXTENSION THAT ENGAGES THE

LONGITUDINAL REINFORCEMENT AND PROJECTS INTO
THE INTERIOR OF THE STIRRUP OR HOOP.

4. ADD #6 SOLID UFER GROUND TO EACH BASE. LOCATE
AT 11"X17" PULL BOX NEXT TO EACH LIGHT POLE.
2"CONDUIT WITH BELL END
GROUND
ROD
3" CLR
TYP.

ELECTRICAL PULL BOX LID FLUSH WITH GRADEFOR FINISHED SURFACES, 1" ABOVE GRADE IN

OTHER AREA
5 -#4 VERTICAL
#3 TIE BOT &

MID HEIGHT
3 - #3 TIES @ 1 1/2" OC IN TOP 5" OF FOOTING

E-004
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-003~E-005_ELECTRICAL DETAILS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
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NO. 10757
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T LLE I
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OR
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T R I C

LI F CA
I A N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DETAILS

CONDUITS
2"
BRANCH CIRCUIT, FEEDERMIN. 4", ROCK FREE FILL (SAND)NATIVE SOIL BACKFILLWARNING TAPE 24"
2"
12" 12" 4" 2"
(MIN)
NOTE: SOIL COMPACTION SHALL BE 95%

COORDINATE UTILITY TRENCH DETAILS WITH UTILITY COMPANIES 18" MIN
54" MINNATIVE SOIL BACKFILL

ROCK FREE FILLAC PAVING,WHERE OCCURRING
P

FINISHED GRADE
TC
18"
3"
MIN

P PRIMARYS SECONDARY

T TELEPHONE

C CABLE TV
LEGEND

WARNING TAPE
D

D DISTRIBUTION
12" MIN 12"
G
S 7"
6" MIN
6"7"
12"R

G GAS, WHERE

OCCURRING

NOT BE UNDERMINED

SO THAT FOOTINGS WILL

LOCATE PIPE TRENCH
MIN.

GENERAL NOTES

PASS THROUGH THE

POUR JOINT

NO PIPE SHALL

FOOTING PAD
1'-6"
9"
6"MIN
4"MIN
2"MIN
1 2
1'-6" MIN.

BACKFILL PER SPECIFICATIONS

PLACE CONCRETE FILL AROUND

SLEEVES BEFORE POURING

FOOTING PADS, FILL SHALL BE

SAME WIDTH AS FOOTING AND FULL
WIDTH OF PIPE.

PROVIDE METAL SLEEVES WITH
I.D. 2" GREATER THAN THE O.D.

OF THE PIPE.

NO EXCAVATION

BELOW THIS LINE
FTG.

DEPTH
PER
STRUCT.

1. CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH. (BACKFILL PER SPECIFICATIONS).

2. CENTER PIPE IN PVC OR GALVANIZED METAL SLEEVE THAT HAS A MIN. I.D. 2" GREATER THAN THE PIPES O.D.

3. WATERPROOF OPENING AROUND PIPE PER GENERAL SPECIFICATIONS.

4. COORDINATE INSTALLATION WITH STRUCTURAL ENGINEER.
6"
24"

CRUSHED ROCK SUMP

BELL END
3" DIA DRAIN 6" HOLE

FINISHED GRADE

REINFORCED BOX EXTENSION,

AS REQUIRED
#15 ROOFING PAPER BETWEEN GROUT AND

CRUSHED ROCK

GROUT OPENING
MINIMUM 2" THICK
GROUT

ALTERNATE CONDUIT ENTRY

WHERE NUMBER OF BENDS IN

RUN ALLOWS
3"Ø x 30"L PERFORATED PIPE FOR SUMP
DRAIN
SURROUND PIPE 2" EACH SIDE AND 6" AT BASE
WITH PEA GRAVEL.
30"
MIN. CONDUIT DEPTH

MINIMUM INTERIOR BOX DEPTH

REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS. LABEL
COVER AS REQUIRED.

PRECAST REINFORCED CONCRETEBOX. SIZE PER PLANS.

SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
12 TYPICAL BRANCH CIRCUIT TRENCH DETAIL SCALE: 11 CITY OF SLO STANDARD 6035 SCALE:
15 TYPICAL CONCRETE PULL BOX DETAIL SCALE: 13 TYPICAL UTILITY TRENCH DETAIL SCALE: 14 TYPICAL CONDUIT NEAR/THRU FOOTING DETAIL SCALE:
18 NOT USED SCALE: 17 TYP. UNDERGROUND CONDUITS & TRANSITIONS SCALE:

BELOW TOP

OF SLAB

GRS, TAPE WRAPPED, OR PVC

COATED RISER TO EQUIPMENT

OR BOX TERMINATION
CONDUIT RUN IS 150' GREATER

TOP OF ELBOW

TOP OF SLAB

FINISH GRADE

TOP OF SLAB/FINISH GRADE
NOTES:

UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE ASFOLLOWS:

1. PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB, OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED.

2. GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.

3. GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE, OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE.

4. GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE OR TOP OF SLAB.

TOP OF ELBOW
PVC
PVC

PVC ELBOW

PERMITTED
U.O.N

PVC ELBOW

PERMITTED
U.O.N
24" MIN OR AS DEEMED BY

APPLICATION WHICHEVER IS

GREATER
4" 18" MIN
18" MIN

GRS, TAPE WRAPPED,

TO EQUIPMENT OR BOX

TERMINATION
SOIL
CONCRETE BLDG. PAD

GRS, TAPE WRAPPED,

OR PVC COATED RISER

TO EQUIPMENT OR BOX

TERMINATION
18" MIN AT SLAB
AND 24" MIN AT

FINISH GRADE CONCRETE
BLDG.

PAD/SOIL

GRS, TAPE WRAPPED
CONDUIT RUN IS LESS THAN 150'
PVC
CONDUIT RUN IS LESS THAN 150'

E-005
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-003~E-005_ELECTRICAL DETAILS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
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NO. 10757
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T LLE I
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HOMNA
R
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GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DETAILS
21 NOT USED SCALE: 20 LOCKABLE RECEPTACLE PLUG BOX SCALE:
24 LIGHTING CONTROL RELAY SCHEDULE SCALE: 22 FIXTURE TYPE SP SUBMITTAL SCALE:
26 METER BOARD, "M/M" CUTSHEET SCALE:

PACK ANNULAR SPACE
COMPLETELY WITH MINERAL FIBER.

CAULK OPENINGS AIRTIGHT FROM

WALL SURFACE TO CONDUIT WITH

NON-HARDENING ACOUSTICAL
SEALANT BOTH SIDES OF WALL. SEE

SPECIFICATIONS FOR SEALANT
REQUIREMENTS.

METAL SLEEVE IN CONCRETE
WALL, 1" TO 1-1/4" LARGER
THAN O.D. OF CONDUIT.

NOTE: NO MULTIPLE CONDUITPENETRATIONS ALLOWED. PACK AND CAULK EVERY CONDUIT INDIVIDUALLY.
19 SEALED CONDUIT PENETRATION SCALE:
32 SWITCHING RELAY NEMA 1 ENCLOSURE

LIGHTING CONTROL PANEL SCHEDULE FLUSH
"LCP" SURFACE X
LOCATED: PLUMBING CHASE

RELAY CIRCUIT CONTROL NOTES
NO. NO.

LOAD DESCRIPTION DESCRIPTION
R1R2R3R4
RESTROOM EXTERIOR 1,2
NOTES:

1. PROGRAM RELAY FOR DUSK 'ON' WITH PROGRAMMED 'OFF' PER OWNER TIME SCHEDULE.

2. EXTEND 0-10V WIRES TO FIXTURE(S) FOR DIMMING CONTROL.* INCLUDE EXTERIOR PHOTOCELL INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION TO CONTROL DUSKTO DAWN, AND DUSK TO TIME CLOCK OFF OPERATIONS.* PROVIDE LOW VOLTAGE OVERRIDE SWITCH ADJACENT TO PANEL WITH WEATHER PROOF LOCKABLE COVER. PROGRAM SWITCH FOR 2-HOUR OVERRIDE OF ALL EXTERIOR LIGHTING RELAYS. LABEL SWITCH "OVERRIDE".

CONTROL POWER CIRCUIT: MR-8
_
ACUITY #ARP INTEN32NLT 24SPR MVOLT HLK SM DTC
R5R6R7R8
(4,5)
MISSION PLAZA POLE LIGHTMISSION PLAZA NW OUTLET PEDESTALMISSION PLAZA NE OUTLET PEDESTALMISSION PLAZA STEP LIGHTSMISSION PEDESTAL OUTLETSMISSION STRING LIGHT RECEPTACLESMISSION IN-GRADE DUSK ON / TIMECLOCK OFF 2 DUSK ON / TIMECLOCK OFF 2DUSK ON / TIMECLOCK OFF 2
2 MR-3MR-12MR-14MR-13AMR-18MR-20MR-22MR-24

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF R9
R10R11R12

AMPHITHEATRE RECEPTACLE
R13R14R15R16

CREEK LIGHTSCREEK LIGHTSSOUTHWEST PATH LIGHTSMISSION POLE RECEPTACLEMISSION POLE LIGHTAMPHITHEATRE RECEPTACLE DUSK ON / TIMECLOCK OFF

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF
MR-26MR-28MR-30MR-32MR-34MR-27MR-29MR-31

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF R17R18R19R20

SOUTH WEST PATH LIGHTS
R21R22R23R24

SPARESPARESPARESPAREBROAD STREET AND POLE LIGHTS SOUTH CREEK DUSK ON / TIMECLOCK OFF

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF
MR-33MR-35MR-37

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF 22222222222
2 222
22 22
R25-R32 (SPACES)

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF

AMPHITHEATRE STEP LIGHTS

BROAD STREET AND POLE LIGHTS SOUTH CREEK
25 TEMP POWER PANEL SCHEDULE SCALE:

OUTLET A: PEDESTAL TL310-WCS-PED WITH (2)20A 120V WEATHER RESISTANT/TAMPER RESISTANT RECEPTACLE. #GFCI/WR/TR. COLOR FINISH: RAL6009 OR PANTONE 5535 OUTLET B: PEDESTAL TL310-WCS-PED. PROVIDE WITH (1)50A 120/ 240V 4-WIRE CALIFORNIA STYLE RECEPTACLE. WILL REQUIRE 14" DEEP SPECIALIZED HOUSING (NEMA 14-50). #9-50A. COLOR FINISH: RAL6009 OR PANTONE 5535
OUTLET C: RECESSED/DEEP HOUSING TO FLUSH MOUNT AT CONCRETE #TL310-WCS. PROVIDE (2)20AMP 125/250V NEMA 14-20R. COLOR FINISH SELECTED BY LANDSCAPE ARCHITECT.

ABC
MR-13B MISSION PEDESTAL OUTLETS

E-006
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-006~E-008_EXISTING POLE IMAGES.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
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R
I W

T LLE I
A
OR
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T R I C

LI F CA
I A N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 2 SCALE: 1 PLAZA 1 SCALE:
4 PLAZA 4 SCALE: 3 PLAZA 3 SCALE:
6 PLAZA 6 SCALE: 5 PLAZA 5 SCALE:
8 PLAZA 8 SCALE: 7 PLAZA 7 SCALE:

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

E-007
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-006~E-008_EXISTING POLE IMAGES.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
IS GE
R
I W

T LLE I
A
OR
L

T R I C

LI F CA
I A N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 10 SCALE: 1 PLAZA 9 SCALE:
4 PLAZA 12 SCALE: 3 PLAZA 11 SCALE:
6 PLAZA 14 SCALE: 5 PLAZA 13 SCALE:
8 PLAZA 16 SCALE: 7 PLAZA 15 SCALE:

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUNDROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REMOVE EXISTING PATIO AROUND WOOD POST, DISCONNECT AND REMOVE EXISTING POST LIGHT AT EXISTING NOVO PATIO. NOVO RESTAURANT WILL REPLACE EXISTING WOOD PATIO TO REPLACE OPENING.

E-008
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_E-006~E-008_EXISTING POLE IMAGES.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
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NO. 10757
E L

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T R I C

LI F CA
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FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 18 SCALE: 1 PLAZA 17 SCALE:
4 SCALE: 3 PLAZA 19 SCALE:
6 SCALE: 5 SCALE:
8 SCALE: 7 SCALE:

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS
WL
WL
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26" PINE
28" TREE
26" TREE
26" TREE
2 6" TREE
6",10",12" TR
CO
CO
CO
WM
176
2 2

15.98 TR 12XDL
180
215.5 OUTL
16ET RIS
ICV
3175
215.22 OUTLET RIS
ATT
WV
WV
SLB
WM
WM
PGE
CTV
PGE
WM
ELEC
ELEC
ICV
WV
WV

ICV ICV

MP TREE
48" BASE
BENCH
BENCH
BENCH
2 STEPS
DOOR
11'± TALL ARCHED METAL
INV BOX: 204.40'
TOG: 205.26'
TOG: 207.93'
iNV BOX (FULL): 207.76''
WM
CATV

PGE TEL
GAS
-ELE PANEL
-WATER CONDUIT
-ELE CONDUIT
-EMERGENCY CONDUIT
EM

BENCH BENCH
BENCH
5 ICVS
2" BFP
TOG: 214.93'
/ / /
8" PINE
VERY 10'
WV
S
CO
TREE 14"

BOLLARD
W
S
C BELL
3 STEPS
11 STEPS
10 STEPS
BENCH
ICV
TOG+204.81'
INV=203.16'
8 STEPS
ICV

ICV ELEC CO

ICV ICV
18" TREE
2P 18" TREE
10" OAK
8" TREE
26" EUK
16" TREE
36" TREE
24" PINE
28" TREE
26" PINE
TRASH
TRASH
2" BFP
BO

ELEC OUTLETS

CONCRETE STATUE
10" PINE
12" OAK
PATIO FF: 205.44'
10" OAK
10" OAK
UTIL

METAL FENCE WITH

WOODEN POST
8 STEPS
WALK
/ / /

DRINKING FOUNTAIN
/ / / / / /
/ / / / / / / / / / / / / / /

WL WL WL WL WL WL
40" TREE

GRANITE CURB
CO
10" TREE
4 STEPS CO
4" TREE

LIFT IN SW
TEL
TRASH ICV 12" TREE
CTV

UTIL UTIL
WM
WV
14" TREE
10" TREE
WV
WV
WV
UTIL
UTIL
WM GAS
3 FIRE VALVES
S
16" TREE
8" 3P TREE
8" & 14"
2P TREE
WM

PAC BELL
WM
WV
S
UTIL
TC: 202.97'
FL: 201.97'
INV: 199.87'

BENCH BENCH

FIRE ALARM

ON WALL
11 STEPS
5 STEPS
BENCH
BENCH

BENCH BENCH
TRASH

BENCH BENCH TRASH
20" TREE
10" TREE

BOULDER PATH OUTLINE
12" TREE
40" TREE
6" TREE
8" TREE
28" TREE
2P 6" TREE
6" TREE
4" TREE
6" TREE
-2 ICVs
-HOSE BIB
ELEC
MP 4" TREE
8" TREE
14" OAK
12" TREE
12" TREE
12" TREE 3P 6"
TREE

STONE WALL

3.8'± TALL

WALL LIGHTS AT APPROXIMATELY
EVERY 10 FEET.
4 STEPS
TRASH
5 STEPS 6 STEPS
BENCH
2" PVC PIPE

BELOW BRIDGE

AREA LIGHT

BELOW BRIDGE
ELE

ELEC BOX

BELOW BRIDGE
ELE
1" ELE CONDUIT

BELOW BRIDGE
TOG: 193.41'

HANGING FISH ART

ELE ELE ELE ELE ELE
3" PVC PIPE

CONCRETE BRIDGE FOOTING

ELEC CONDUIT

BELOW BRIDGE

BELOW BRIDGE

AREA LIGHT

WOODEN WALL

ON BRIDGE
ELEC
22" TREE
16" TREE
18" TREE
22" TREE

BIKE RACK
TOG: 197.57'
2 STEPS
9 STEPS
7 STEPS

HANGING ART PIECE

D STONE WALL

VARIED HEIGHT

LAYERED STONE WALL

PLANTER
UTL 2" CONDUIT
40" TREE
WV

HOSE BIB
ELEC

OVERHEAD

TRELLIS OVERHEAD
-EXPOSED 2" CON.
-HOSE BIB
TRASH
8 STEPS
-ELEC BOX
-ELEC OUTLET
-ICV
-AREA LIGHT

1.5" CONDUIT
6" PVC

DRIVEWAY

ART PIECE
EXPOSED 1' CMP

WOODEN RETAINING WALL
10" TREE
40" TREE
20" TREE
36" & 30"
2P TREE
ELEC
UTL
3 ICVs

CONDUIT BOX
ICV
8'± TALL WALL
6" WALL DRAIN
BENCH
2P 6"
TREE
8" TREE

HOSE BIB
WALK
PATIO

DI WEEP

LIFT IN SIDEWALK

WALKWAY
EET

BROAD STREET

BROAD STREET

27.5' 27.5'
25' 25'
TRASH
FL

CONCRETE MOW STRIP
WALK
DOOR
7 STEPS
.5'± CONCRETE WALL
2'± CONCRETE WALL
8 STEPS
TCD
TCD
TCD
TCD
TCD
TCD
TCD
INV 10"=210.27'
RIM=215.85'
RIM=214.49'
INV 12"=201.57'
INV 8"=196.2'
RIM=202.60'
RIM=206.19'
INV 12" DROP (NE)=198.99'
INV 12" (NE-SW) 8" (SE)=194.54'

MONTEREY STREET
ELEC
6 6
35 12
13 17
7 23
8 (TBR)
(E)
13 18
16 PG&E #248
16 CITY #2216 32
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
A-2
A-4
A-4
A-2
A-2
A-2
B-4 UNDER STAIRS
A-2,4
B-4,6
B-3
(E)
(E)LIGHTS ON BRIDGE ARE CIRCUIT A-4
B-4,6
A-4
A-4
A-4
15 28
4 25
10 27 26
8 19
11 24
4 5
9 (TBR)
(TBR)
8 22
3 A-7,8,9,10,12,
12,14,15,18,
19,20 29
A-2,4, B-1,3
B-1 B-1
B-3
B-1
B-1
B-1
A-4, B1, B3
(E)
A-2
A-2,4
(E) (E)
21 16
A-6
A-6 A-6 A-6
A-6
A-10
A-9,14,16
30 (E)
A-4
B-4,6
B-1
B-1
B-1
B-1
B-1
B-3
B-3
B-3
B-3
B-1
B-3
B-3
6 A-7,9,11,12,18,19,20 A-10
50A
A-8
(E)
A-7,9,11,12,18,20 B-21/23
B-17
A-4 J
B-4
J
A-4
B-4,6
B-4,6
A-9
A-9
A-9
A-9
A-9
1 2
A-14
A-14
A-14
3 7
31 20

MATCHLINE
33 34
7 36
A-6
A-6
[B-4]
(E)
(TBR)
A-4
A-2
A-8
(E)
A-8
(E)
A-9
A-9
A-7
A-7
A-7

MATCHLINE (
(
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
7 E-006
8 E-006
2 E-007
1 3 E-007
E-007
(TBR)
3 E-008
6 E-006
3 5
E-007
6 E-007
7 E-007
8 E-007
1 E-008
2 E-008
37 37
37 37
37 7
4 E-007 7
(TBR)
(E)
7 7
7 7
7 7
7 ED-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_ED-101~ED-102_ELECTRICAL DEMOLITION SITE PLANS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
A
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M T A. E
C
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NO. 10757
E L

TS O E AT
E
IS GER
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T
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E
I
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OR
L

T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DEMOLITION SITE PLAN

REFERENCE NOTES

1. EXISTING 50A 120/125V SINGLE PHASE 4W
OUTLETS TO REMAIN.

2. EXISTING POST WITH OUTLET TO REMAIN.

3. EXISTING ROUND PULLBOX TO REMAIN.

4. EXISTING ELECTRICAL PULLBOX FOR BRANCH
CIRCUIT TO POLE MOUNTED SECURITY CAMERAS.

5. EXISTING POLE MOUNTED SECURITY CAMERAS TO
REMAIN.

6. EXISTING STEP LIGHTS TO REMAIN.

7. EXISTING POST LIGHT TO BE REMOVED AND
REPLACE. REFER TO IMAGE FOR REQUIREMENTS.

8. EXISTING POST LIGHT TO BE REMOVED (REFER TO
ES-101 FOR LOCATION).

9. DISCONNECT/REMOVE EXISTING LIGHT ON WOOD
POST IN EXISTING PATIO. (TYPICAL OF 4
LOCATION).

10. REMOTE METER PG&E 1009777621 MOUNTED
OUTSIDE BUILDING.

11. EXISTING TELEPHONE PULL BOX TO BE
RELOCATED IF REMAIN . COORDINATE WITH AT&T.

12. EXISTING BRANCH CIRCUIT CONDUIT TO
MONUMENT FROM EXISTING POST LIGHT. BRANCH

CIRCUIT WILL NEED TO BE RECONNECTED DUE TO
REMOVAL OF POLE LIGHT.

13. EXISTING SECONDARY PG&E PULL BOX TO BE
REPLACE WITH NEW. PG&E TO VERIFY SIZE.

14. EXISTING AT&T COPPER RISES TO THIS POST.

COORDINATE WITH AT&T TO REMOVE.

15. EXISTING SUB-SURFACE TRANSFORMER T-249.16. EXISTING STREET COBRA LIGHT.17. EXISTING PG&E SECONDARY CONDUIT(S) BETWEEN TRANSFORMER AND PULL BOXES.

18. PROTECT EXISTING CONDUITS IN THIS AREA.19. EXISTING PULL BOX TO REMAIN. RE-USE TO CONNECT NEW POLE MOUNTED LIGHT.

20. EXISTING HOMERUN TO EXISTING DECORATIVE
POST LIGHT. INTERCEPT EXISTING BRANCH
CIRCUIT AND EXTEND TO TEMPORARY PANEL.

21. RE-ROUTE EXISTING BRANCH CIRCUIT CONDUIT

TO RE-POWER EXISTING AND NEW DECORATIVE
POLE LIGHTS.

22. EXISTING PULL BOX TO BE RELOCATED AND
REPLACE. INTERCEPT EXISTING BRANCH CIRCUITS
AND EXTEND TO TEMPORARY PANEL. REFER TO
SITE PLAN FOR NEW LOCATION.

23. EXISTING ELECTRICAL PULL BOX LABEL AS WATER

VALVE TO BE REPLACE WITH NEW CONCRETE
PULL BOX. INTERCEPT EXISTING BRANCH
CIRCUITS AND EXTEND TO TEMPORARY PANEL.

24. EXISTING BRANCH CIRCUITS. VERIFY EXACT

ROUTING, INTERCEPT EXISTING HOMERUN TORESTROOM BUILDING, AND EXTEND TO TEMPORARY PANEL.

25. REMOVE AND DISCONNECT EXISTING ELECTRICAL
PULL BOX.

26. DISCONNECT AND REMOVE EXISTING 200AMP
PANELBOARD WITH (2)100AMP FEED BREAKER TO
FEED EXISTING PANEL "A" AND PANEL "B".

27. COORDINATE WITH PG&E TO REMOVE EXISTING
SECONDARY SERVICE CONDUITS.

28. DISCONNECT / REMOVE ALL LIGHTS, PLUGS, AND
ANY POWER IN BATHROOM. COORDINATE WITH

OWNER IF ANY EQUIPMENT IN THE EQUIPMENT
ROOM WILL NEED TO BE SALVAGED.

29. EXISTING PANEL AND CIRCUITS IN THE ADOBE
ROOM TO BE REMAIN. REFER TO NOTE 22 FOR
EXISTING HOMERUN BRANCH CIRCUITS.

30. EXISTING OUTLET TO BE REMOVED.31. EXISTING SITE LIGHTING PULL BOX TO REMAIN.32. EXISTING AT&T PULL BOX TO REMAIN.33. FIELD LOCATED EXACT LOCATION OF EXISTING BRANCH CIRCUIT UNDERGROUND IN THIS AREA.

INTERCEPT EXISTING BRANCH CIRCUITS AND
EXTEND TO NEW PULL BOX SHOWN ON ES-101.

34. FIELD LOCATE ROUTING OF HOME RUN TO
EXISTING PULL BOX (NOTE 22)

35. THIS LIGHT WILL NOT BE IN OPERATION WHEN
RESTROOM WILL BEING BUILT.

36. EXISTING ELECTRICAL PULL BOX TO BE
RELOCATED PER ELECTRICAL PLAN. FIELD VERIFY

WHAT THE EXISTING BRANCH CIRCUIT IS FEEDING
AND INFORM ENGINEER.

37. VERIFY BRANCH CIRCUIT TO THIS EXISTING POLE.

MARK PANEL AND CIRCUIT NUMBER PRIOR TODEMOLITION OF RESTROOM BUILDING.

NORTH
SCALE:

ELECTRICAL DEMOLITION SITE PLAN
1"=20'
PANEL "A"
PANEL "B"
SEE SHEET ED-102

FOR CONTINUATION
SHEET ED-101
SEE SHEET ED-102

FOR CONTINUATION

SS SS

SS SS SS SS SS

SS SS SS SS
SLB
GM
26" TREE
22" TREE
20" TREE
6",10",12" TREES
24" TREE
48" TREE
26" TREE
12" TREE
20" TREE
24" TREE
16" TREE
8" PINE
WV
WV
WV
WV
1063
208.72 PM YLLW 2IN PLU
1064
208.57 PM YLLW 2IN PLU
1065
208 PM
.6YLLW2INPLA T
1066
208.75 PM YLLW2INPLA T
1304
214.93 PM NG
1305
214.82 PM NG ICV
BENCH

BENCH BENCH BENCH
/ / / / / / / / /
7 STEPS
4 STEPS 4 STEPS 4 STEPS 4 STEPS
TRASH

CONCRETE

PILLARS

ELEC ICV WEIR
BENCH
TSB
TRASH
/ / / / / /
S
PGE
PGE
TSB

ICV ELEC

TRAIL SIGN
12" TREE
4P 4" TREE
18" TREE

FLAG POLE
12 STEPS

TRELLIS OVERHEAD
TRASH
ICV
1'± TALL PLANTER
TEL

GAS GAS GAS

MISSION SIGN

UTIL VLTS BOLLARD LID
-ELEC CONDUIT
-HOSE BIB
BENCH

BENCH BENCH
BENCH

SIGN WITH NATIVE

FISH INFO
REE
18" TREE
TOG: 204.68'
INV: 203.58'
RAIL ON STONE WALL .5± TALL
7 STEPS
TRASH
ELEC

TRELLIS OVERHEAD
8 STEPS

BUILDING

OVERHEAD

EXPOSED

FOOTING
-ELEC BOX
-ELEC OUTLET
-ICV
-AREA LIGHT
DUIT
UTIL
6" PVC
1' CMP
1'± TALL PLANTER
8'± TALL WALL

CHORRO STREET

MONTEREY STREET
25' 25'
25' 25'
25' 25' 25'
25' 35'

BIKE RACK
TRASH
WALL
PLAQUE

FOUNTAIN
PED
8 STEPS
TS
T
SSMH RIM=207.92'
INV 8"=202.59
(E)
A-9
A-9

MATCHLINE
12 7
19 18
2 13
11 10
9 8
12 1
5 4
3 2
1 A-9
A-9
-7
A-9 A-7
A-7

MATCHLINE
A-9 A-11
A-18/20
A-9
(E)
14 15
A-9
A-9
A-12
16 (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
E)
1 E-006
2 E-006
4 E-006
3 E-006
5 E-006
1 11
ED-102
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:34am - Chris - K:\ENG\2020\20-8170\20-8170_ED-101~ED-102_ELECTRICAL DEMOLITION SITE PLANS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
A
E
M T A. E
C
F
NO. 10757
E L

TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L

T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DEMOLITION SITE PLAN

REFERENCE NOTES
NORTH
SCALE:

ELECTRICAL DEMOLITION SITE PLAN
1"=20'

1. EXISTING POST LIGHT TO BE REPLACE WITH NEW. REFER TO IMAGE FOR REQUIREMENTS.

2. EXISTING RECEPTACLE PEDESTAL TO REMAIN. VERIFY EXACT LOCATION.

3. EXISTING PUMP IS THE SAME CIRCUIT AS THE RECEPTACLE CKT 11.

4. EXISTING FOUNTAIN TO REMAIN.

5. (E)1"BRANCH CIRCUIT CONDUIT PER AS-BUILT.

6. EXISTING OUTLET PEDESTAL TO REMAIN WITH DEDICATED CIRCUIT FROM PANEL "D".

VERIFY EXACT LOCATION.

7. ORIGINALLY CIRCUITED TO CIRCUIT A-7. RE-CIRCUIT TO EXISTING LIGHTING CIRCUIT A-9.

8. EXISTING PULL BOXES FROM PANEL "D".9. (E)METER/PANEL "D".

10. (E)SECURITY CAMERA MOUNTED ON POLE IN THIS LANDSCAPE AREA.11. EXISTING 1-1/4"C BRANCH CIRCUIT CONDUIT PER AS-BUILT.12. (E) OUTLET PEDESTAL WITH DEDICATED CIRCUIT FROM PANEL "D".13. ORIGINALLY CIRCUITED TO CIRCUIT A-12. RE-CIRCUIT TO LIGHTING CIRCUIT A-9.14. EXISTING STEP LIGHT TO REMAIN. ORIGINALLY CIRCUITED TO A-11. RE-CIRCUIT TO EXISTING LIGHTING CIRCUIT A-9.

15. (E)1-1/2"BRANCH CIRCUIT CONDUIT PER AS-BUILT.16. EXISTING LIGHT AT STAIRS TO REMAIN. (TYPICAL)17. EXISTING RECEPTACLE PEDESTAL. VERIFY EXACT LOCATION.18. EXISTING STEP LIGHT TO REMAIN.19. EXISTING PULL BOX TO REMAIN.

SHEET ED-102
SEE SHEET ED-101

FOR CONTINUATION
SEE SHEET ED-101

FOR CONTINUATION

A A
E E
11 5
5 B B
D D
22 44
33 C C
4 5
PANEL "MK"
J J
J
J
3 2
3 23
2 MK-2,4
MK-12,14
MK-6,8,10
A A
E E
11 5
5 B B
D D
22 44
33 C C
B2
B2
B2
B2
SW
SW

SW SD SW
SD
SD
SD
SD
SD
SD
SD
D,OS
3 3
3 3
3 "MK"
3 3
3 3
3 3
1 1 1
1 MK-1,3
1 EK-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:35am - Chris - K:\ENG\2020\20-8170\20-8170_EK-101_ELECTRICAL KIOSK FLOOR PLANS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
IS GE
R
I W

T LLE I
A
OR
L

T R I C

LI F CA
I A N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL KIOSK FLOOR PLANS

REFERENCE NOTES

1. PROVIDE 24 HOUR PROGRAMMABLE TIMER FOR EXTERIOR LIGHTING CONTROLLERS (LEVITON #021-VPT24-1P2 OR APPROVED EQUAL.)

2. PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (EMT)(OVERHEAD TO TERMINAL CABINET FOR FUTURE DATA BY TENANT.

3. PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (PVC 40) (U.G.) TO PANEL FOR FUTURE USE.

4. NEW LOAD CENTER PROVIDE PER PANEL SCHEDULE ON THIS SHEET.

5. PROVIDE FLUSH MOUNTED CABINET WITH FOR CITY FIBER, 12"W X 4"D X 18"H.
2 KIOSK POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 KIOSK LIGHTING PLAN
SCALE: 1/4"=1'0"

A
A
DD
1 1
2 2
BB
CC
J
LCP
J J

WATER HEATER
7 PANELBOARD, "MR"
METER/MAIN, "M/M"
1 6
4 "LCP"
+42"
+42"
2 J
2 J
J
GFI
+48"
4 FIXTURE TYPE 'SG" PROGRAMMABLE CONTROLLER, DMX INTERFACE. (6.3" WX 3.6"H

1.8"D)
MR-5A,5B
J
J
8 6
6 GFI
+42"
4 8
MR-4,6,8
MR-2
MR-7A,7B
5A5B

RESTROOM
102
P. CHASE
103

RESTROOM
101
7A7B
AA
DD
1 1
2 2
BB
CC
4 OS
a
b
c
OS
PC
OS
PC
SD
SD
SD
A
A
A
A
A
B1
B1
A
SD SD
SD

SD SD SD SD
SW SW

SKYLIGHT SKYLIGHT
J
LCP
MR-1
J
MR-1
1,a
1,a
1,c
1,c
1,c 1,b
1,b
1,b
"MR"
5 1
1 1 1 1
1 1 1
3 1
3 1

RESTROOM
102
P. CHASE
103

RESTROOM
101
ER-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:35am - Chris - K:\ENG\2020\20-8170\20-8170_ER-101_ELECTRICAL RESTROOM FLOOR PLANS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R A E M T A. E
C
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NO. 10757
E L TS
O E AT
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T LLE I
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LI F CA
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RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL RESTROOM FLOOR PLANS

REFERENCE NOTES

1. CONNECT TO WATER HEATER PER PLUMBING PLANS.

2. CONNECT TO ELECTRIC HAND DRYER VERIFY EXACT LOCATION TO ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.

3. CONNECTION TO FIXTURE TYPE SG CONTROLLER.

4. PROVIDE CONNECTION TO LIGHTING CONTROL PANEL ROUTE ALL EXTERIOR LIGHTS AND OUTLETS PER SCHEDULE.

5. ROUTE THROUGH "LCP".

6. CONNECT TO IRRIGATION CONTROL. VERIFY EXACT LOCATION WITH LANDSCAPE CONSTRUCTION PLANS PRIOR TO ROUGH-IN.

7. PROVIDE BLACK FINISH 26U WALL MOUNTED DATA CABINET WITH TEMPERED GLASS DOOR STYLE (CHATSWORTH 48"HX24"WX30"D
CUBE-iT CABINET #12419-748 OR APPROVED EQUAL). FURNISH WITH STANDARD FAN AND FILTER KIT (#40972-001), VERTICAL CABLINGSECTION (2)11U #40970-711 AND (1)4U #4097-704. REFER TO DETAIL 6/E-003 FOR ADDITIONAL INFORMATION.
2 RESTROOM POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 RESTROOM LIGHTING PLAN
SCALE: 1/4"=1'0"
OS
PC
OS

LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL

TECHNOLOGY (PIR/MICROPHONICS) (SENSOR SWITCH
CMR PDT 10 CM COVER)

LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL

TECHNOLOGY (PIR/MICROPHONICS) WITH PHOTOCELL
WITH DIMMING (SENSOR SWITCH #CMR PDT 10 ADC CM
COVER

MONTEREY ST.

MURRAY
ADOBE

ROW ROW

W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
24" OLIVE
18" TREE
4" TREE
26" T
WV
WV
WV
WV
18" TREE
2P 18" TREE
10" OAK
8" TREE
26" EUK
16" TREE
36" TREE
28" TREE
WL WL
ENCH
14" OAK
12" TREE
12" TREE
12" TREE
1 2
3A
6 6
17 9
3A
3A
SP
18 (E)

LIMIT OF WORK
27 13
-
EK-101
-
ER-101

RESTROOM

BUILDING

KIOSK BUILDING
8 16
19 37
3A
24 23
25 "M/M"
"PR"
"LCP"
"PK"
1 E-003
1 E-003
10 26
31 3B
14 14

LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV

LV LV LV LV
28 28

SG SG SG SG
SP
4 SP
SG SG
SG SG

SG SG SG SG
CP
21 20
VVVV

LV LV LV
LV LV
LV LV

LV LV LV LV LV LV LV LV LV
LV

LV LV LV
LV

LV LV LV

LV LV LV LV LV
V

LV LV LV
LV

LV LV LV LV LV LV

LV LV LV LV

LV LV LV LV LV

LV LV LV LV LV LV

LV LV LV LV

LV LV LV

LV LV LV LV

LV LV LV
E3
C2
22 LV LV

LV LV LV LV LV LV LV LV LV LV LV LV LV LV
LV

LV LV LV LV LV LV LV LV LV LV LV LV LV LV
C1
E3 C1
E3
C1 E1 29
E2
E2
E3
E1
E1 E1
27 SP
5 5
(2)2"C.
7 38
6 30
32 33
33 LV

LV LV LV
1134
(TBR)
(TBR)
35 (TBR)
E1
32,34
[A-6]
MR-16,18
12 3
3 MR-3,9,10,13A,13B
10 13A 13B
32,34
32,34
32,34
MR-32 [A-6]
MR-32 [A-6]
4#10+ GND
4#10+GND
4#10+GND
2#10+10CU GND
2#10+GND
[B-4,6]
6#10+10CU GND
(E)2"C WITH (E)2#10+10CU GND AND (N)4#10
MR-15,17,18,20,26,28,30
10 4#10+GND
[A-2,4, B-1,3,4,6]
[A-7,8,9,10,11,12,14,16][A-18,20,B-21,23]
(1)2"C (PVC40)-16#8+ GND
(1)2"C (PVC40)-2#6,2#8+GND
MR-36/38,40/42
MR-10,35,37
31 MR-12,27,29,31,33,35,37,12
10#8+8GND
16#8+GND
10 MR-10
2#10+GND
V
LV
2#10+GND
&DMX
MR-12
(2)2"C(PVC40)
12 36
C
28 A A
6 B
28 B
28 3#8+GND
(1)1"C(PVC40)
MR-39/41
MR-23/25
3#8+GND
(1)1"C(PVC40)
MR-19/21,14/16
(1)1"C(PVC40)(6)#10 THWN
AND (1)#10
CU GND.
9 2#10+GND
2#10+GND 2#10+GND
4#10+GND
E3
3 3
2#10+GND
2#10+GND
1414
V
V
V
V

LV LV LV
LV LV

LV LV LV

LV LV LV
LV

LV LV LV

LV LV LV
LV
LV
LV LV
V
LV
LV LV
4 LC503

TYPICAL FOR ALL
"SG" FIXTURES
E4
39 C1
40 ES-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:35am - Chris - K:\ENG\2020\20-8170\20-8170_ES-101_ELECTRICAL SITE PLAN.dwgEXPIRES: 06/30/23 THOMA #20-8170 R
A
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NO. 10757
E L

TS O E AT
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IS GER
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T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL SITE PLAN
NORTH
SCALE:

ELECTRICAL SITE PLAN
1/8"=1'-0"

REFERENCE NOTES

1. EXISTING CITY COMMUNICATION MANHOLE PER CITY STANDARD 9030. FIELD VERIFY EXACT LOCATION.

2. STUB 2" FIBER CONDUIT WITH NEW FIBER PER SPECIFICATION AND PULL STRING INTO MANHOLE.

3. NEW POLE LIGHT WITH NEW 11"X17" PULL BOX.

A. PROVIDE SEPARATE CIRCUIT FOR POLE MOUNTED RECEPTACLE.

B. SHARE CIRCUIT WITH POLE MOUNTED RECEPTACLE.

4. RECONNECT EXISTING POWER AT ART SCULPTURE. INTERCEPT EXISTING BRANCH CIRCUIT AND EXTEND TO NEW PULL BOX AT NEW STREET LIGHT.

5. NEW 20' GREEN POLE FOR CAMERA BY CITY POLICE. 24" X 24" X 48" DEEP CONCRETE BASE.

6. PROVIDE NEW 2" CONDUIT (UON) TO CAMERA POLE FOR FIBER CABLE PER CITY STANDARD 6035. PROVIDE NEW FIBER CABLE PER SPECIFICATION.

7. INTERCEPT EXISTING 2" BRANCH CIRCUIT CONDUIT AND EXTEND TO NEW PULL BOX ADJACENT TO TEMPORARY POWER.

8. TERMINAL CABINET AND 2" FIBER CONDUIT FOR KIOSK. INSTALL CONDUIT PER CITY STANDARD 6035.9. PANEL AND FEEDER TO KIOSK FROM PANEL "FR".

10. (3)2"C HOME RUN BRANCH CIRCUIT CONDUIT TO PANEL "FR" INTERCEPT AND EXTEND ALL EXISTING BRANCH CIRCUIT WHEN NEW METER SERVICE AND BREAKERS ARE INSTALL IN THE NEW RESTROOM.

11. EXISTING PG&E BOX TO BE REPLACE WITH NEW #3 SECONDARY PULL BOX PER PG&E REQUIREMENTS. PROVIDE PAVER PULL BOX PER WUNDERCOVERS OR APPROVED EQUAL. (ESTIMATE 24"X36" COVER).

12. NEW PG&E 4" SECONDARY SERVICE CONDUIT. TRENCH PER PG&E REQUIREMENTS.13. PROVIDE 4FT LONG STRUCTURE FOR TEMPORARY 200AMP METER SERVICE (PER PG&E GREEN BOOK 0635374).

MOUNT NEW 200AMP, 120/240V SINGLE PHASE, 42 AMP SPACE, NEMA 3R. REFER TO TEMP PANEL SCHEDULE ON SHEET E-005 DETAIL 25. RECONNECT ALL SITE BRANCH CIRCUIT. PROVIDE LIGHTING RELAY CABINET WITH PHOTOCELL WITH 2-HOUR BY-PASS SWITCH TO TURN ON EXTERIOR RECEPTACLES AND EXTERIOR LIGHTS THROUGH PHOTOCELL DURING RESTROOM CONSTRUCTION. FURNISHED ALL RELAY/CONTACTOR FOR A COMPLETE WORKING SYSTEM. NOTE: CONTRACTOR MUST PROVIDE TEMPORARY POWER FIRST FOR EXISTING LIGHTS AND LIGHTS TO REMAIN BEFORE DEMOLITION OF EXISTING RESTROOM.

14. ADD GFCI DUPLEX OUTLET WITH WHILE -IN-USE COVER AT POLE FOR OWNER FURNISHED STRING LIGHTS.

CONNECT TO "LCP". REFER TO POLE WITH LANDSCAPE CONSTRUCTION DRAWINGS.

15. (E) RECEPTACLE IN THIS AREA. PROVIDE NEW 6" ROUND PULL BOX. SPLICE EXISTING BRANCH CIRCUIT BELOW PULL BOX. PROVIDE PAVER COVER PULL BOX BY WUNDERCOVER OR APPROVED EQUAL. FIELD VERIFY EXACTLOCATION.

16. (E) LOCATION OF PULL BOX. RELOCATED AND PROVIDE NEW ELECTRICAL PULL BOX. INTERCEPT AND EXTEND ALL BRANCH CIRCUIT FROM EXISTING LOCATION AND EXTEND TO NEW PULL BOX.

17. (E) EXISTING 20' CAMERA POLE.18. INTERCEPT (E) EXISTING BRANCH CIRCUIT CONDUIT AS SHOWN ON DEMOLITION SITE PLAN. WE ARE UNSURE HOW THIS IS ROUTED TO EXISTING RESTROOM. INTERCEPT EXISTING BRANCH CIRCUIT AND EXTEND TO EXISTING PULL BOX. EXTEND BRANCH CIRCUIT TO TEMPORARY POWER PANEL WHILE RESTROOM IS BEING INSTALLED.

19. NEW CONDUITS FOR EXISTING BRANCH CIRCUIT. INTERCEPT AND EXTEND TO TEMPORARY PANEL WHILE RESTROOM IS BEING INSTALLED.

20. PULL BOX FOR IN-GRADE POWER AND CONTROL WIRING FOR FIXTURE TYPE "SG".21. 1"CONDUIT (PVC40) WITH 120V BRANCH CIRCUIT AND 300V DMX CONTROL WIRING CONDUIT FOR FIXTURE TYPE "SG" PER MANUFACTURER REQUIREMENTS. REFER TO DIAGRAM. PROVIDE 120V AND DMX TO EACH POWERSUPPLY. DAISY CHAIN DMX.

22. FIXTURE TYPE "SG" PROGRAMMABLE CONTROLLER. MOUNT ADJACENT TO LIGHT SWITCH.23. DATA CABINET FOR FIBER TERMINATION.24. NEW PG&E APPROVED COMMERCIAL RATED 400AMP METER/MAIN ENCLOSURE, "M/M". REFER TO SINGLE LINE DIAGRAM.

25. PANEL BOARD AND LIGHTING CONTROL PANEL AT RESTROOM CHASE.26. EXISTING PG&E SECONDARY CONDUIT (ASSUMED STREET LIGHT).27. INTERCEPT EXISTING BRANCH CIRCUIT TO EXISTING POLE LIGHTS AS SHOWN ON DEMOLITION PLAN. EXTEND TO NEW PULL BOX.

28. LOCKABLE RECEPTACLE PLUG BOX. FIELD VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN. REFER TO DETAIL 20/E-005.

29. CONNECT TO NEW ART KIOSK MONITOR. COORDINATE WITH MANUFACTURER FOR INSTALLATION REQUIREMENTS. PROVIDE 120V CONNECTION AND (1)CAT6 UNDERGROUND RATED CABLE FROM DATA CABINET.

30. EXISTING BRANCH CIRCUITS IN THE ADOBE ALL HOME RUN TO EXISTING PULL BOX SHOWN ON NOTE 16.31. PROVIDE NEW PULL BOX TO REPLACE WATER VALVE COVER. INTERCEPT EXISTING BRANCH CIRCUIT TO EXISTING

LIGHTS AS SHOWN ON DEMOLITION PLAN AND EXTEND NEW BRANCH CIRCUITS TO TEMPORARY POWER PANEL VIA PULL BOX WHILE NEW RESTROOM IS BEING INSTALLED.

32. PROVIDE NEW BRANCH CIRCUIT SO EXISTING POLE LIGHTS AND THE ART LIGHTS WILL BE IN OPERATION WHEN NEW RESTROOM IS UNDER CONSTRUCTION.

33. 20AWG 8 CONDUCTOR DIRECT BURIAL LEAD CABLE WITH DISCONNECT TO CONNECT FROM DRIVER TO FIXTURE.

INSTALL 3
4"C (PVC 40) UNDER CONCRETE OR PAVERS BUT AT LANDSCAPE AREA CAN BE DIRECT BURIAL. (1) PER FIXTURE.

34. REPLACE EXISTING ELECTRICAL PULL BOX AND RELOCATE TO NEW PAVER AREA. FIELD VERIFY WHAT THE EXISTING BRANCH CIRCUIT IS FEEDING AND INFORM ENGINEER.

35. EXISTING TELEPHONE PULL BOX AND RELOCATE. COORDINATE WITH AT&T. VERIFY WITH CITY OF SLO IF THEY WANT THIS BOX. THIS WAS USED FOR EXISTING TELEPHONE BOOTH.

36. INSTALL 2"C BETWEEN TEMPORARY 200AMP NEMA3R LOAD CENTER AND PG&E SECONDARY PULL BOX. PROVIDE WITH (3)#3/0 THWN AND (1)#6 CU GROUND. COORDINATE WITH PG&E. PG&E WILL SPLICE A SECONDARY PULL BOX.

37. EXISTING SECONDARY CONDUIT TO EXISTING SUB-SURFACE TRANSFORMER T-249 TO REMAIN.38. INSTALL 2" (PVC 40) SPARE CONDUIT AND STUB TO EXISTING PULL BOX. SPARE CONDUIT WILL BE FOR FUTURE ADOBE RENOVATION.

39. PROVIDE PULL BOX FOR FUTURE POWER CONNECTION TO ELECTRIFIED BOLLARDS. PROVIDE (2)1"CONDUIT TO PANEL "PR" WITH PULL STRINGS.

40. PROVIDE PULL BOX FOR FUTURE SIGNAL CONNECTION TO ELECTRIFIED BOLLARDS. STUB 1"CONDUIT TO RESTROOM BUILDING PLUMBING SHAFT. LABEL CONDUIT STUB AS "SIGNAL BOLLARDS". COORDINATE EXACT

LOCATION WITH CITY PRIOR TO ROUGH--N

PULL BOX LEGEND
C1C2
E1
E2E3 V
11"X17"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL"24"X36"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL" 17"X30"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"

16.5"X9.5" X12" IP68 WET-LISTED DIRECT BURIAL VAULT HOUSING FOR REMOTE POWER SUPPLY. (Q-TRAN #Q-VAULT-5 [PLATE COVER
OPTION]-[RING OPTION]) OR APPROVED EQUAL OPTIONS SELECTED BY LANDSCAPE ARCHITECT.

NOTE: FIELD VERIFY EXACT LOCATION OF EACH PULL BOXES SHOWN ON PLAN

WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN
FIBER OPTIC CONDUIT BEN MUST HAVE A MINIMUM RADIUS OF 36" 17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" (WUNDERCOVERS OR EQUAL)
11"X17"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" (WUNDERCOVERS OR EQUAL)
E4 11"X17"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"

ET24101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:35am - Chris - K:\ENG\2020\20-8170\20-8170_ET24101~ET24102_ENERGY COMPLIANCE DOCUMENTATIONS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
A
E
M T A. E
C
F
NO. 10757
E L

TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L

T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING (RESTROOM) 10.18.2022

ET24102
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED
MAY 12 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
May 11, 2023 - 12:35am - Chris - K:\ENG\2020\20-8170\20-8170_ET24101~ET24102_ENERGY COMPLIANCE DOCUMENTATIONS.dwg EXPIRES: 06/30/23 THOMA #20-8170 R
A
E
M T A. E
C
F
NO. 10757
E L

TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L

T R I C

LI F CA
I A N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING (KIOSK) 10.18.2022

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/23
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORNIA
P1.0

PROJECT TEAM LIST

PLUMBING ABBREVIATIONS

WATER HEATER SCHEDULE PLUMBING LEGEND

PLUMBING FIXTURE SCHEDULE

PLUMBING GENERAL NOTES
xxxxxxxx

SERVICE WATER HEATING STANDARDS AND CODE MEASURES

UTILITY SIZING

PLUMBING NOTES, SCHEDULES,

LEGEND & ABBREVIATIONS
CSCS
ITM
CS

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/23
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORNIA
P2.0

PLUMBING

DETAILS

GREASE INTERCEPTOR A

BUILDING WATER SUPPLY

CLEANOUT TO GRADEFLOOR CLEANOUTWALL CLEANOUT

TRAP PRIMER

VALVE IN YARD BOX
WH-1 1
23 456
789
CSCS
ITM
CS

A
A
DD
1 1
2 2
BB
CC
AA
DD
1 1
2 2
BB
CC
P3.0
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/23
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORN REFERENCE NOTES GENERAL NOTES IA
PLUMBING FLOOR PLANS (RESTROOMS) - WASTE & WATERSCALE: 1/4" = 1' - 0"

HOT & COLD WATER WASTE & VENT
CSCS
ITM
CS

PLUMBING FLOOR PLANS
(RESTROOMS) WASTE & WATER

A A
E E
11 5
5 B B
D D
22 44
33 C C
A A
E E
11 5
5 B B
D D
22 44
33 C C
P3.1
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/23
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORN REFERENCE NOTES GENERAL NOTES IA
PLUMBING FLOOR PLANS (KIOSK) - WASTE & WATERSCALE: 1/4" = 1' - 0"

COLD WATER WASTE & VENT

PLUMBING FLOOR PLANS
(KIOSK) WASTE & WATER
CSCS
ITM
CS

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/23

REGISTEREDPROFESSIONALENGINEER

ST A T E OF CA LIFORNIA
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02 - 28 - 2021

RENEWAL
DATE
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One of the three referenced projects must include brick paving.

Plasterwork Restorer contracted to work on the Murray Adobe must have a minimum 10 years of documented experience.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20

APPENDIX B - TECHNICAL SPECIFICATIONS

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Mission Plaza Improvements TABLE OF CONTENTS 05-11-2023 Table of Contents
DIVISION 03 - CONCRETE
03 0516 Underslab Vapor Barrier
03 1000 Concrete Forming and Accessories
03 2000 Concrete Reinforcing
03 3000 Cast-in-Place Concrete
03 3511 Concrete Floor Finishes
DIVISION 04 - MASONRY
04 2000 Unit Masonry
04 2613 Masonry Veneer
DIVISION 05 - METALS
05 1200 Structural Steel Framing
05 4000 Cold-Formed Metal Framing
05 5000 Metal Fabrications
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 1300 Sheet Waterproofing
07 2500 Weather Barriers
07 4113 Metal Roof Panels
07 4213 Metal Wall Panels
07 6200 Sheet Metal Flashing and Trim
07 7123 Manufactured Gutters and Downspouts
07 9200 Joint Sealants
DIVISION 08 - OPENINGS

Mission Plaza Improvements TABLE OF CONTENTS 05-11-2023 08 1113 Hollow Metal Doors and Frames
08 3313 Coiling Counter Doors
08 4313 Aluminum-Framed Storefronts
08 6200 Unit Skylights
08 7100 Door Hardware
08 8000 Glazing
DIVISION 09 - FINISHES
09 2116 Gypsum Board Assemblies
09 2236 Lath
09 2400 Cement Plastering
09 2523 Lime Based Plastering
09 3000 Tiling
09 9113 Exterior Painting
DIVISION 10 - SPECIALTIES
10 1313 Electronic Directories
10 1400 Signage
10 2113.17 Phenolic Toilet Compartments
10 2800 Toilet, Bath, and Laundry Accessories
DIVISION 22 - PLUMBING
22 0000 Plumbing
DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 0013 General Mechanical Requirements
DIVISION 26 - ELECTRICAL

Mission Plaza Improvements TABLE OF CONTENTS 05-11-2023 26 0500 Common Work Results for Electrical
26 0519 Low Voltage Electrical Power Conductors and Cables 26 0526 Grounding and Bonding for Electrical Systems
26 0533 Raceways and Boxes for Electrical Systems
26 0534 Cabinets
26 0546.13 Electric Utility Systems
26 0900 Controls and Instrumentation
26 2416 Panelboards
26 2726 Wiring Devices
26 5100 Interior Lighting
26 5600 Exterior Lighting
26 5670 Lighting Acceptance Testing
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 0190 Operation and Maintenance of Planting
32 1416 Brick Unit Paving
32 1600 Decomposed Granite Paving
32 3300 Site Furnishings
32 9219 Seeding
32 9300 Plants

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
05-11-2023 03 0516 - Underslab Vapor Barrier

Section 03 0516
Underslab Vapor Barrier
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Sheet vapor barrier under new concrete slabs on grade.

1.02 RELATED REQUIREMENTS
A. Section 02 4119 - Selective Structure Demolition
B. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork.

C. Section 03 2000 - Concrete Reinforcing.

D. Section 03 3000 - Cast-in-Place Concrete: Preparation of subgrade, granular fill, placement of concrete.

1.03 REFERENCE STANDARDS
A. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs 2011.

B. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs 2011.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products.

1. Manufacturer¶s samples and literature.

2. Manufacturer¶s installation instructions for placement, seaming, penetration prevention and repair, and perimeter seal per ASTM E1643.

3. Summary of test results per paragraph 9.3 of ASTM E1745.

4. Provide third party documentation that all testing was performed on a single production roll per ASTM E1745 Section 8.1
C. Test Data: Submit report of tests showing compliance with specified requirements.

D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent construction.

PART 2 PRODUCTS

2.01 MATERIALS

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
05-11-2023 03 0516 - Underslab Vapor Barrier

A. Underslab Vapor Barrier:

1. Water Vapor Permeance: Not more than 0.010 perms, maximum [grains/(ft2 ? hr ? inHg)] as tested in accordance with mandatory conditioning tests per ASTM E1745 Section 7.1 (7.1.1-7.1.5).

2. Complying with ASTM E1745 Class A.

3. Thickness: 15 mils.

4. Manfacturers:
a. Stego Industries LLC; Stego Wrap Vapor Barrier (15-mil) Basis of Design:
www.stegoindustries.com.
b. Perminator 15 mils, polyolefin by W.R. Meadows.
c. Moistop Ultra 15 mils, polyolefin by Fortifiber
d. VaporBlock 15 mils, polyethylene by Raven Industries.

B. Accessory Products: Vapor barrier manufacturer's recommended tapes, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier and forming/screeding accessories to prevent undue penetrations of the membrane.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier.

3.02 INSTALLATION
A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643.

1. Unroll vapor barrier with the longest dimension parallel with the direction of the concrete placement and face laps away from the expected direction of the placement whenever possible.

2. Extend vapor barrier to the perimeter of the slab. If practicable, terminate it at the top of the slab, otherwise (a) at a point acceptable to the structural engineer or (b) where obstructed by impediments, such as dowels, water stops, or any other site condition requiring early termination of the vapor barrier. At the point of termination, seal vapor barrier to the foundation wall, grade beam or slab itself.

3. Apply seam tape/textured tape/double-sided tape to a clean and dry vapor barrier.

4. Seal all penetrations (including pipes) per manufacturer¶s instructions.

5. Avoid the use of stakes driven through vapor barrier by utilizing screed and forming systems that will not leave punctures in the vapor barrier.

6. Repair damaged areas with vapor barrier material of similar (or better) permeance, puncture and tensile.

B. Lap joints minimum 6 inches and seal with manufacturer's tape.

C. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.

D. No penetration of vapor barrier is allowed except for reinforcing steel and permanent utilities.

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
05-11-2023 03 0516 - Underslab Vapor Barrier

E. Repair damaged vapor retarder before covering with other materials.

F. Where installing in existing building tie into existing vapor barrier if possible.

END OF SECTION

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
05-11-2023 03 0516 - Underslab Vapor Barrier

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

Section 03 1000
Concrete Forming and Accessories
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage.

B. Installation of items to be embedded in concrete, such as anchor bolts, inserts, embeds, and sleeves.

C. Openings for other work.

D. Form accessories.

E. Form stripping.

1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions Division 01 Specification Sections, apply to this Section B. Section 03 2000 - Concrete Reinforcing.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 04 2000 - Unit Masonry: Reinforcement for masonry.

E. Section 05 1200 - Structural Steel Framing: Placement of embedded steel anchors and plates in cast-in-place concrete.

1.03 REFERENCE STANDARDS
A. ACI 117 - Specification for Tolerances for Concrete Construction and Materials 2010 (Reapproved 2015).

B. ACI 301 - Specifications for Concrete Construction 2020.

C. ACI 318 - Building Code Requirements for Structural Concrete 2019 (Reapproved 2022).

D. ACI 347R - Guide to Formwork for Concrete 2014 (Reapproved 2021).

E. PS 1 - Structural Plywood 2019.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

B. Product Data: Provide data on void form materials and installation requirements.

C. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties. Review and approval will not include form strength and adequacy.

D. Keep an accurate record of the dates of removal of forms, form shores and reshores, and furnish copies to the SEOR.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 40 00 "Quality Requirements." B. Construct forms according to ACI 347, "Guide to Formwork for Concrete," and conforming to tolerances of ACI 117, "Standard Specifications for Tolerances for Concrete Construction and Materials"

1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 60 00 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.

PART 2 PRODUCTS

2.01 FORMWORK - GENERAL
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-inplace concrete work.

B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions.

C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork.

D. Comply with relevant portions of ACI 347R, ACI 301, and ACI 318.

2.02 WOOD FORM MATERIALS
A. Softwood Plywood: PS 1, B-B Medium or High Density Concrete Form Overlay, Class I, grade marked, not mill oiled.

B. Lumber: DF species; WCLIB Construction grade or better, WWPA No. 1 grade or better; with grade stamp clearly visible.

2.03 REMOVABLE PREFABRICATED FORMS

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

A. Void Forms: Moisture resistant treated paper faces, biodegradable, structurally sufficient to support weight of wet concrete mix until initial set; 2 inches thick.

2.04 FORMWORK ACCESSORIES
A. Form ties: Prefabricated rod, flat band, wire, internally threaded disconnecting ty pe, or equal, not leaving meatl within 1-1/2" of concrete surface.

B. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.

1. Do not use materials containing diesel oil or petroleum-based compounds.

C. Embedded Anchor Shapes, Plates, Angles and Bars: As specified in Section 05 1200.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

3.02 EARTH FORMS
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. Sides of all footings and grade beams shall be formed, unless the member detail provies at least 3" clear cover to reinforcement and indicates the member is cast against earth. Remove formwork prior to backfilling operations.

3.03 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301.

B. Rigidly construct forms to prevent mortar leekage, sagging, displacement or bulging between studs. Use clean, sound, approved form material, coated with specified materials only, not oil.

Provide backing on all plywood joints.

C. Coat forms with the specified resin coating, not form oil. Construct forms to exact shapes, sizes, lines and dimensions required to obtain level, plumb, and straight surfaces. Provide openings, offsets, keys, reglets, anchorages, recesses, moldings, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Make forms easily removable without hammering or prying against concrete. Space forms apart with metal spreaders. Construct forms to accurate alignment, locations and grades, and provide against sagging, leakage of concrete mortar, or displacement occuring during and after placing of concrete. Coordinate installation of inserts and anchors in forms according to shop drawings and requirements for work of other sections.

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.

E. Corners and angles: Provide 3/4" x 3/4" beveled chamfer strips for all exposed concrete corners and angles square unless indicated otherwise.

F. Reglets and Rebates: Form required reglets and rebates to receive frames, flashing and other equipment. Obtain required dimnesions, details, and precise positions for work to be installed under other sections and form concrete accordingly.

G. Form Joints: Align joints and make watertight. Keep form joints to a minimum. Fill joints to produce smooth surfaces, intersections, and arises. Use polymer foam or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar.

H. Recesses, Drips, and Profiles: Provide smooth milled wood or pre-formed rubber or plastic shapes of types shown and required.

I. Cleanouts and Cleaning: Provide Temorary openings in all wall forms and other vertical forms for cleaning and inspection. Clean forms and surfaces to receive concrete prior to placing.

J. Re-Use: Clean and Recondition form material before re-use.

3.04 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.

B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.

C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water.

Keep surfaces coated prior to placement of concrete.

3.05 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. All necessary pipe sleeves, anchors, or other required inserts shall be accurately installed as part of the work of other sections, according to Specification Section 03 30 00, Section 1.3.B for sumittal requirements related to this scope.

B. Obtain approval before framing openings in structural members that are not indicated on drawings.

C. Provide formed openings where required for items to be embedded in passing through concrete work.

D. Locate and set in place items that will be cast directly into concrete.

E. Conduits or pipes:

1. Locate so as not to reduce strength of the concrete

2. Do not place pipes, other than conduits, in a slab 4-1/2" thick or less in any case. Conduit buried in a concrete slab shall not have an outside dimension greater than 1/3 the slab

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

thickness nor be placed below the bottom reinforcing or over the top reinf.

3. Sleeves: Pipe sleeves may pass through the slab or walls if not exposed to rusting or other deterioration and are of uncouted or galvanized iron or steel. Provide sleeves of diameter large enough to pass any hub or coupling on pipe, including any insulation.

4. Conduits may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are spaced no closer than 3 diameters on centers and not impair the strength of the structure.

F. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.

G. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement.

H. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing reinforcement. Heat seal joints so they are watertight.

I. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain.

J. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces.

3.06 FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.

B. Clean formed cavities of debris prior to placing concrete.

3.07 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated.

B. Deflection: Limit Deflection of forming surfaces from concrete pressure to L/240.

C. Finish Lines: Position formwork to maintain hardened concrete finish lines within following permissible deviations.

1. Variation from Plumb:

In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

2. Variation from Level or Grades Indicated
In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

3. Cross-Sectional Dimensions
a. Minus 1/4 inch
b. Plus 1/2 inch

3.08 FIELD QUALITY CONTROL

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
05-11-2023 03 1000 - Concrete Forming and Accessories

A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure.

3.09 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and all superimposed loads as determined by testing field cured cylinders, but not sooner than specified in ACI 347 Section 3.6.2.3. Load supporting forms may be removed when concrete has attained 75 percent of required 28 day compressive strength, but no sooner than 3 days, provided construction is reshored.

1. Reshore structural members as specified per ACI 347.

2. Avoid damage to concrete surfaces during removal.

3. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration.

END OF SECTION

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
05-11-2023 03 2000 - Concrete Reinforcing

Section 03 2000
Concrete Reinforcing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Reinforcing Steel for Cast-in-Place Concrete Foundations B. Reinforcing Steel for Cast-in-Place Concrete Slabs-on-Grade C. Supports and accessories for steel reinforcement.

1.02 RELATED REQUIREMENTS
A. Comply with pertinent provisions of Division 01, "General Requirements".

B. Section 03 1000 - Concrete Forming and Accessories.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 04 2000 - Unit Masonry: Reinforcement for masonry.

E. Section 05 1200 - Structural Metal Framing

1.03 REFERENCE STANDARDS
A. ACI 301 - Specifications for Concrete Construction 2020.

B. ACI 315 - Manual of Standard practice for Detailing Reinforced Concrete Structures; 2011.

C. ACI 318 - Building Code Requirements for Structural Concrete 2019 (Reapproved 2022).

D. ACI SP-66 - ACI Detailing Manual 2004.

E. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement 2022.

F. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement 2022a.

G. ASTM A775/A775M - Standard Specification for Epoxy-Coated Steel Reinforcing Bars 2022.

H. ASTM D3963/D3963M - Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars 2021.

I. AWS D1.4/D1.4M - Structural Welding Code - Steel Reinforcing Bars 2018, with Amendment (2020).

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
05-11-2023 03 2000 - Concrete Reinforcing

J. CRSI (DA4) - Manual of Standard Practice 2018, with Errata (2019).

K. CRSI (P1) - Placing Reinforcing Bars, 10th Edition 2019.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Shop Drawings: Comply with requirements of ACI SP-66. Include the following:

1. complete bar layout

2. representative sections

3. details for congested conditions

4. proposed layout where vertical and horizontal bars intersect

5. bar schedules

6. typical bending diagrams and offsets

7. shapes of bent bars

8. spacing of bars

9. splice lengths and locations
C. Where welding is proposed:

1. Detail welding to conform to AWS D1.4

2. Submit Copies of welding operator's certificate

3. Where reinforcement complying with ASTM A615 is to be welded, chemical tests shall be performed to determine the weldability in accordance with Section 3.5.2 of ACI 318-11.

4. Weld Procedure Specifications:
a. All WPS's shall be submitted to the Structural Engineer of Record (SEOR) for review and approval prior to use.
b. For WPS's that have been qualified by test, the supporting Procedure Qualification Record (PQR) shall be submitted to teh SEOR for review and approval. c. Included shall be WPS for repair welds
D. Reports: Submit certified copies of mill test report of reinforcement materials analysis.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 40 00 "Quality Requirements." B. Perform work of this section in accordance with ACI 301.

C. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.4/D1.4M and no more than 12 months before start of scheduled welding work.

1.06 DELIVERY STORAGE AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 60 00 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Bundle bars, tag with identification, and transport and store so as not to damage any material.

Use metal tags inicating size, length and other marking shown on placement drawings.

Maintain tags after bundles are broken

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
05-11-2023 03 2000 - Concrete Reinforcing

C. Avoid exposure to dirt, moisture or conditions harmful to reinf.

1.07 EXTRA MATERIAL
A. Provide an allowance of an additional 10% of the total reinf. steel tonnage in addition to the quantities shown on the drawings. This additional steel shall be installed in sizes and locations as directed by the structural engineer.

PART 2 PRODUCTS

2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Deformed billet-steel bars.

2. Unfinished.

3. Only to be used for conditions where bars will not be welded.

B. Reinforcing Steel: ASTM A706/A706M, Grade 60 (60,000 psi) deformed low-alloy steel bars.

1. Unfinished.

2. Used in all cases where welding of bars is required.

C. Reinforcement Accessories:

1. Tie Wire: ASTM A82, Annealed copper bearing steel, minimum 16 gage, 0.0508 inch.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Standard manufactured products shall conform to the Concrete Reinforcing Institute, "Manual of Stand Practice," latest edition.

3. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports.

D. Welding electrodes: AWS D1.4, Table 5.1 and 5.3, low hydrogen electrodes, E8018 for Grade 60 Steel.

2.02 Re-bar Splicing:

A. Coupler Systems: Mechanical devices for splicing reinforcing bars conforming to the requirements of ACI 318-11 Section 12.14.3; capable of developing 1.25fy of the steel reinforcing yield strength in tension and compression. For reinf.

All mechanical splices in Special Structural Walls, Special Moment Frames and Concrete Diaphragms shall be Type 2 conforming to the requirements of ACI 318-11 Section 21.1.6 &

21.11.7.4, capable of developing 1.25fy of the steel reinforcing yield strength in tension and compression and develop the specified tensil strength of the spliced bar.

1. Products:
a. Dayton Superior Corporation; Bar Lock Coupler System: www.daytonsuperior.com (UES-ER 319).
b. Lenton Lock Couplers (IAPMO-ES 129.

B. Dowel Bar Splicer with Dowel-Ins: Mechanical devices for connecting dowels; capable of developing full steel reinforcing design strength in tension and compression.

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
05-11-2023 03 2000 - Concrete Reinforcing

1. Products:
a. Dayton Superior Corporation; UES-ER 319: www.daytonsuperior.com/#sle. b. Lenton Form Savers (IAPMO-ES 129).

2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.

B. Bending and Forming

1. Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurous to materials

2. Do not heat reinforcement for bending

3. Bend bars No. 6 size and larger in the shop only.

4. Bars with unscheduled kinks or bends are subject to rejection.

5. Use only tested and approved bar materials
C. Welding: Use only ASTM A706 steel where welding is proposed. Perform welding where shown or approved, by the direct electric arc process in accordance with AWS D1.4 using specified low hydrogen electrodes. Preheat 6" each side of joint. Protect joints from drafts during the cooling process; accelerated cooling is prohibited. Do not tack weld bars. Welding shall not be done on or within two bar diameters of any bent portion of a bar that has been bent cold. Welding of crossing bars shall not be permitted for assembly reinforcement unless authorized by the SEOR. Clean metal surfaces to be welded of all loose scale and foreign material. C

1. Use only ASTM A706 steel where welding is proposed.
a. Perform welding where shown or approved, by the direct electric arc process in accordance with AWS D1.4 using specified low hydrogen electrodes. b. Preheat 6" each side of joint.
c. Protect joints from drafts during the cooling process; accelerated cooling is prohibited.
d. Do not tack weld bars.
e. Welding shall not be done on or within two bar diameters of any bent portion of a bar that has been bent cold.
f. Welding of crossing bars shall not be permitted for assembly reinforcement unless authorized by the SEOR.
g. Clean metal surfaces to be welded of all loose scale and foreign material. h. Clean welds each time electrode is changed and chip burned edges before placing welds
i. When wire brushed, the completed welds must exhibit uniform section, smooth welded metal, feather edges without undercuts or overlays, freedom from porosity and clinkers, and good fusion and penetration to the base metal. j. Cut out welds or parts of welds found defective with chisel and replace with proper welding
k. Fillet welds may be considered prequalified per AWS D1.4, section 6.1.2. l. Other welds are to be qualified per AWS D1.4 Section 6.1.2.

2. Where ASTM A615 steel is to be used or occurs in existing elements and is to be welded a. Complete chemical analyses shall be performed to determine chemical composition and, for a new bar, provided in the mill certifications to determine weldability in accordance with ACI 318 Section 3.5.2 with modifications per AWS D1.4. b. The carbon equivalency (CE) shall be clearly defined and bars with a CE above 0.75 shall not be welded.

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
05-11-2023 03 2000 - Concrete Reinforcing

c. Welding Procedure Specifications and supporting Procedure Qualification Records with required testing per AWS D1.4, shall be provided for review and approval prior to welding.
d. These WPS's and PQR's shall be specific to the CE as determined above, and shall, in addition to the other AWS requirement, include minimum and maximum preheat and interpass temperatures that are specified to the CE. This preheat and interpass temperature shall be strictly enforced in the field.
e. If separate shipments of bars vary the weldability, the process listed in the above requirements shall be repeated for these new bars.

D. Locate reinforcing splices not indicated on drawings at point of minimum stress. Review locations of splices with SEOR.

PART 3 EXECUTION

3.01 PLACEMENT
A. Before placing bars, and again before concrete is placed, clean bars of loose rust and/or mill scale, dirt, oil, or any other coating that may be deleterious or could reduce bond with the concrete.

B. Securing in place:

1. Accurately place bars and wire tie in precise position where bars cross.

2. Bend ends of wire ties away from the forms.

3. Wire tie bars to the corners of ties and stirrups.

4. Support bars according to the Concrete Reinforcing Steel Institute (CRSI) "Placing Reinforcing Bars," using approved accessories and chairs.

5. Place precast concrete cubes with embedded wire ties to supporting reinforcing steel bars in concrete placed on grade and in footings.

6. Take adequate precautions to ensure that reinforcing bar position and spacing is maintained during concrete placement.

C. Do not displace or damage vapor barrier.

D. Maintain concrete cover around reinforcing as follows:

1. Refer to Drawings for cover requirements
E. Splices:

1. Do not splice reinforcing bars at the points of maximum stress except where indicated.

2. Lap splices as shown or required to develop the full strength or stress of the bars.

3. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces.

F. Field Welding: As specified for fabrication.

3.02 FIELD QUALITY CONTROL
A. Comply with all pertinent provisions of Division 01 Section 01 40 00 "Quality Requirements".

B. Supervision: Perform Work to this Section under supervision of a capable superintendent.