AS-001 ARCHITECTURAL SITE PLAN : Plotted on 11/5/25 at 11:14 AM by The American Landscape. File Path: /Volumes/CAD/KDA/R-Pecan/Pecan ArchiCAD Models/207 Pecan ADU_10.pln Total Sheet Count: 27 11/5/25 201 PECAN AVE
HUNTINGTON BEACH, CA 92648
PECAN
AS-001
ARCHITECTURAL
SITE PLAN
LICENSED ARCHITECT
NR
IFO
OF CAL
ETATS
IA
MARCUS KEMMERER
NO. C-29552
REN: 06/30/27
★ ★
Revisions:
Date:
Drawn by:
Date:
This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.
KEMMERER DESIGN
ARCHITECTURE, INC.
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
p. 714.752.0052
www.kdarch.com
Checked by:
GN
MK
Job Status: CONST DOC
Revisions: Date:
Sheet Number:
Drawing:
1 A-201
2 A-201
3 A-201
3 A-201
4 A-201
117.5'
36.03'
7.918'
10'-0"
SETBACK
3.354' 4.605'
15'
3.771'
18.46'
ALLEY
LAKE STREET
PARKING
PECAN AVE
ADU
PERMIT C2025-007297
NOT A PART OF
SCOPE OF WORK
5'-0"
SETBACK
SCALE: 1" = 5' 1 ARCHITECTURAL SITE PLAN NEW ADU
NEW 2-STORY ADU
207 A & B PECAN AVE
G-001 COVER SHEET : Plotted on 5/27/26 at 10:17 AM by The American Landscape. File Path: BIMcloud: kdarch - BIMcloud Software as a Service/KDA PROJECTS/Active Projects/R-Pecan/Pecan ArchiCAD Models/207 Pecan ADU_11 Total Sheet Count: 27 5/27/26 201 PECAN AVE
HUNTINGTON BEACH, CA 92648
PECAN
G-001
COVER SHEET
LICENSED ARCHITECT
NR
IFO
OF CAL
ETATS
IA
MARCUS KEMMERER
NO. C-29552
REN: 06/30/27
★ ★
Revisions:
Date:
Drawn by:
Date:
This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.
KEMMERER DESIGN
ARCHITECTURE, INC.
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
p. 714.752.0052
www.kdarch.com
Checked by:
GN
MK
Job Status: CONST DOC
Revisions: Date:
Sheet Number:
Drawing:
MEASUREMENTS
1. In general, the measurements on the Drawings are
reasonable and accurate for the purpose of design intent.
However, in the execution of the work on the project, the Contractor is to verify all dimensions with actual
conditions on the job in order to make a perfect fit; the requirements of the Samples and Shop Drawings section
notwithstanding. Where the work of one Contractor is to join that of another, both are to furnish shop drawings showing the actual dimensions and the method of joining the work of the two trades. These drawings may be in
addition to any drawings requested or as listed under
"Shop Drawings."
2. No extra charge or compensation will be allowed on
account of differences between actual dimensions and
the measurements indicated on the Drawings. Any
differences which may be found shall be submitted to
The Architect for consideration before proceeding with
the work.
SPECIFICATIONS AND DRAWINGS
1. If any errors or omissions appear in the Contract
Documents, the Contractor shall notify the Architect
in writing of such error or ommission. If the Contractor fails to give such notice, whether prior to or during the execution of the work, he will be held responsible for
results of such errors or omissions and for cost of
rectifying same.
2. The general character of the detail work is shown on the Drawings but minor modifications may be made by the
Architect & Tenant with Landlord approval. All drawings illustrate design intent.
GENERAL NOTES
1. Prior to any construction, Contractor shall meet with The Architect
2. Information contained in these drawings
may require adjustments or modifications to
conform with existing conditions. In cases where changes in details are necessary, these drawings shall be used to show the design intent only. Contractor shall verify all dimensions concerning existing and new work and notify
the Architect
before proceeding with either fabrication or installation of the work. In addition, Contractor shall notify the
Architect immediately, should existing conditions prohibit execution of the design intent of the drawings. Any
additional work, demolition and/or removal as a result of failure to do so will be at Contractor's expense.
3. Due to the small scale of these plans and the instability of the blueprint paper, these drawings shall NOT BE
SCALED and any critical dimensions should be field
checked. The Contractor(s) shall be responsible to field measure existing conditions prior to beginning of work
and periodically during construction progress to verify all critical dimensions. Any deviation from dimensions
indicated on the drawings is to be approved by the
Architect prior to construction.
4. The Contractor shall visit the site and be aware of
existing conditions to the extent and influence of the
work prior to bidding & construction. Contractor shall be familiar with all applicable building codes and ICC codes.
No subsequent extras or additions will be allowed for any claim of lack of knowledge of conditions or circumstances about which the Contractor could have site inspected and informed himself. Appointments shall be arranged through the Architect.
5. Before commencing work, the Contractor shall notify the Architect of any areas that have not been satisfactorily completed by the Landlords base building contractor to
meet the lease requirements including, but not limited to, (fire-proofing, ductwork, condition of slab, condition of core and demising walls, utility hook-up, electrical panels, etc.).
6. All Contractors shall comply with the rules and regulations of the building as to hours of operation for the purposes of delivery and also as the manner of handling materials, equipment and debris, to avoid conflict and interference with normal building operation. All Contractors shall receive specific regulations from the Architect.
7. The Contractor is responsible for verifying the extent, nature and scope of work described in the contract documents
and will coordinate with the Landlord's Representative
the interfacing of the Base Building Contractor's work
and the work shown and described in the contract
documents. The Contractor is to provide all labor and
materials necessary to execute all work necessary to
achieve substantial completion. He shall be responsible (con't)
for coordinating his work with that of all other trades, including those operating under separate contract with
the Tenant and Landlord.
8. All work shall be performed by skilled and qualified workmen and in accordance with the best practices of the trades involved. Care shall be taken to ensure compliance with building regulations and/or governmental laws, statutes or ordinances concerning the use of union labor.
9. All materials shall be new, unused and of the highest quality in every respect unless otherwise noted. Manufactured
materials and equipment shall be installed as per
instructions unless otherwise noted. Maintenance
manufacturer's written recommendations and instructions, in triplicate, shall be provided for all materials used within the project in a 3 ring binder in CSI format with CSI
numbered tabs. Three copies shall go the Owner.
10. Perform all work in accordance with rules and regulations of governmental agencies having jurisdiction and conform to all City, County, State and Federal construction, safety and sanitary laws, codes, statutes and ordinances. Report promptly any discrepancies, variations or omissions in the contract documents to the Architect.
11. Instructions on the Drawings and Schedules, notwithstanding construction, shall comply in all respects with applicable Federal, State, County and/or local statutes, ordinances, regulations, laws and codes.
12. Supply, prior to commencing work, a list of all Subcontractors to the Owner's Representative for review and acceptance.
Include the name of the principal contact, the address and phone number of each Subcontractor in this list.
13. All Contractors shall be responsible for the distribution of drawings to all trades.
14. Contractor is to provide a dumpster for use during construction and for use during the store fixtures installation. The project is to be kept clear of debris at all times.
15. Any discrepancies found in the plans, dimensions, existing conditions or specifying of a product or its use are to be pointed out to the Architect Addenda will be issued as
necessary for these discrepancies and other reasons and will become part of the contract documents. For those
discrepancies not brought to the attention of the Architect, it will be assumed that the Contractor has bid the more expensive material and/or method of construction.
16. All installed plumbing, mechanical and electrical equipment shall operate quietly and free of vibration.
17. Do not substitute materials where a manufacturer is specified unless submitted to the Tenant & Landlord for approval.
Where the term "or approved equal" is used, the Architect shall determine equality, based on information submitted by the Contractor for approval. Unless said approval is received by contractor, it will be assumed that the contractor's total bid is based upon specified materials and equipment.
18. Perform all work in a good and workmanlike manner and prosecute to completion with all due diligence. Time is of the essence with respect to the work performed under this contract.
19. Perform all cutting and patching in a neat, workman like manner.
Repair to match existing, in kind and finish, any existing finishes that are to remain and are disturbed or damaged by the Contractor during the course of the work.
20. Coordinate all wall, floor and ceiling finishes to ensure that joints and transitions between materials, whether they be wall to wall, wall to floor, floor to floor, wall to ceiling, or ceiling to ceiling, will be smooth, true, level and in accordance with the drawings, specifications and schedules.
21. Store all work and material to accomplish designated work within the demised space unless otherwise indicated.
22. Thoroughly clean all interior surfaces, including glass, floor surfaces, and millwork, prior to occupancy of the space by Tenant. Remove all trash, construction debris, tools, etc. prior to occupancy.
23. Place all studs, ceiling furring and framing members so as to avoid interference with locations of recessed lighting fixtures, piping, ductwork and the like.
24. Work shall be subject to the inspection of the Tenant & Landlord.
Any work not found in compliance with good construction standards shall be corrected without additional cost to the Tenant or Landlord.
25. Upon completion of the work, all facilities shall be in full use, without defects.
26. Upon completion of the work, warranties shall be assigned by the Contractor to the Owner's Representative. Any Contractor or Subcontractor performing the work shall be responsible for the replacement or repair, without additional charge to the Owner, of any and all work done or furnished by or
through such Contractor or Subcontractor which shall become (con't)
defective within one year after Substantial Completion of the work. The corrections of such work shall include, without additional charge to the Owner, all additional expenses and damages in connection with such removal, replacement
of, or any part of the work or part of the building which may be damaged or disturbed thereby. This warranty shall in no way void any manufacturer's warranties on materials or equipment for which the normal warranty period exceeds one year, without defects.
27. All light fixtures, diffusers, electrical outlets and the like shall be covered prior to any sanding to prevent fine dust from entering the systems.
28. No approval by the Architect is valid unless in writing, and signed by the tenant's Repesentative.
29. Coordinate work with that of all other Owner contracted work.
Cooperate with, integrate and schedule this work into the overall sequence of the project, to ensure that all work is completed within the approved Contract.
30. It is expected that sufficient labor will be provided so that activity for any given trade will not be limited to only one part of the total work area.
31. Each trade shall proceed in a fashion that will not delay or detain the trades following them.
32. Provide and complete all preliminary work and temporary construction as may be reasonably required by the scope of work or as indicated elsewhere in the contract documents.
33. Contractor to provide temporary light and power service on-site as needed, if not existing. Review plans and verify with Architect on availability.
34. Provide heat as necessary to protect the work against damage from dampness and cold. System shall be sufficient to maintain a minimum temperature of 50 degrees. System may be existing.
Verify availability with Architect.
35. Provide barricades where necessary to protect the public, to provide security to the store and to confine all dust and odor to the construction area. This must be constructed as required by the Landlord.
36. These drawings are for Design Intent and alternate details will be considered. Submit drawings with proposed alterations for review and approval by the Architect.
37. Each subcontractor is considered a fully qualified specialist in his respective field and shall, prior to submission of bid Notify the Contractor of any work called out in his trade that cannot be executed or fully guaranteed.
38. Contractor to provide fire-treated blocking in walls and ceiling as required for attachment of fixtures throughout. Coordinate with work by others.
39. By the covering up of a previous sub-contractor's work it is assumed that the Contractor has inspected the previous work and has rendered it acceptable.
40. All required roof openings are to be made by the Landlord approved roofing contractor and shall include all cutting, reinforcing, cures, flashing, and new roofing at Tenant expense.
41. It is the responsibility of the Contractor to become familiar with all landlord requirements, criteria, and restrictions. All work performed as a part of this project must be carefully coordinated with the Landlord and be in full compliance with all Landlord restrictions.
42. Bathroom exhaust fans shall be ducted to the roof. Contractor shall submit weatherproof roof penetration and duct termination details to the Architect for review prior to roof installation.
ACOUS. ACOUSTICAL MAX. MAXIMUM
ADD'L ADDITIONAL MECH. MECHANICAL
ADJ. ADJUSTABLE MET. METAL
ALUM. ALUMINUM MFR. MANUFACTURER
APPROX. APPROXIMATE MIN. MINIMUM
MISC. MISCELLANEOUS
BD. BOARD M.O. MASONRY OPENING
BLDG. BUILDING MTD. MOUNTED
BLK. BLOCK MUL. MULLION
BLKG. BLOCKING
BM. BEAM N.I.C. NOT IN CONTRACT
BOT. BOTTOM NO. NUMBER
N.T.S. NOT TO SCALE
CAB. CABINET
CEM. CEMENT O.A. OVERALL
CER. CERAMIC OBS. OBSCURE
C.I. CAST IRON O.C. ON CENTER
CLR. CLEAR O.D. OUTSIDE DIAMETER
COL. COLUMN
CONC. CONCRETE O.F.C.I. OWNER FURNISHED
CONN. CONNECTION
CONT. CONTINUOUS OFF. OFFICE
C.T. CERAMIC TILE OPNG. OPENING
CTSK. COUNTERSUNK OPP. OPPOSITE
DECOR. DECORATIVE PL. PLATE
DET. DETAIL PLAS. PLASTER
D.F. DOUGLAS FIR PLYWD. PLYWOOD
DIA. DIAMETER PR. PAIR
DIM. DIMENSION PRCST. PRECAST
DN. DOWN P.T.D.F. PRESSURE-TREATED
D.S. DOWNSPOUT DOUGLAS FIR
DWG. DRAWING PTN. PARTITION
EA. EACH Q.T. QUARRY TILE
EL. ELEVATION
ELEC. ELECTRICAL R. RISER
EQ. EQUAL RAD. RADIUS
EXH. EXHAUST REINF. REINFORCE
EXP. EXPANSION REQ. REQUIRED
EXT. EXTERIOR RM. ROOM
EXIST. EXISTING R.O. ROUGH OPENING
RWD. REDWOOD
F.A.U. FORCED AIR UNIT R.W.L. RAIN WATER LEADER
F.D. FLOOR DRAIN
F.H.C. FIRE HISE CABINET S.C. SOLID CORE
FIN. FINISH SCHED. SCHEDULE
FL. FLOOR SHT. SHEET
FLASH. FLASHING SIM. SIMILAR
FLUOR. FLUORESCENT SQ. SQUARE
F.O.C. FACE OF CONCRETE SST. STAINLESS STEEL
F.O.F. FACE OF FINSIH STL. STEEL
F.O.M. FACE OF MASONRY STOR. STORAGE
F.O.S. FACE OF STUD STRUCT. STRUCTURAL
F.S. FLOOR SINK SUSP. SUSPENDED
FT. FOOT/FEET SYM. SYMMETRICAL
FTG. FOOTING
T. TREAD
GA. GAUGE T.C. TOP OF CURB
GALV. GALVANIZED TEL. TELEPHONE
GL. GLASS T&G TOUNGE & GROVE
GR. GRADE THK. THICK
GYP. GYPSUM T.O.C. TOP OF CHIMNEY
H.B. HOSE BIBB T.O.F.R. TOP OF FRAMING
H.C. HOLLOW CORE T.O.L. TOP OF LEDGER
HDWD. HARDWOOD T.O.M. TOPOF MASONRY
HDWE. HARDWARE T.O.P TOP OF PARAPET
HGT. HEIGHT T.O.PL. TOP OF PLATE
H.M. HOLLOW METAL
HORIZ. HORZONTAL
I.D. INSIDE DIAMETER U.O.N. UNLESS OTHERWISE
INCAND. INCANDESCENT NOTED
INSUL. UNSULATION VERT. VERTICAL
INT. INTERIOR VEST. VESTIBULE
VG.D.F. VERTICAL GRAIN
JAN. JANITOR DOUG;AS FIR
JT. JOINT
W/ WITH
LAM. LAMINATED W/O WITHOUT
LAV. LAVATORY W.C. WATER CLOSET
LOC. LOCATION WD. WOOD
WDW. WINDOW
W.H. WATER CLOSET
WSCT. WAINSCOT
W.T. WEIGHT
PROJECT LOCATION
SHEET WHERE SECTION
IS DRAWN
SHEET WHERE ELEVATION
IS DRAWN
SHEET WHERE DETAIL
IS DRAWN
SHEET WHERE SECTION
IS DRAWN
SHEET WHERE ELEVATION
IS DRAWN
CLOUD AROUND REVISED
AREA OPTIONAL
1 2
100
6 1
A8.1
3 A5.1
DOOR NUMBER
ROOM NUMBER
ROOM NUMBER
REVISION
INTERIOR ELEVATIONS
DETAIL IDENTIFICATION
DOOR SYMBOL
2 ELEVATION IDENTIFICATION
5 A3.1
5 A3.1
A3.1
5 WALL SECTION
ELEVATION IDENTIFICATION
SECTION IDENTIFICATION
ELEVATION
DETAIL
SECTION IDENTIFICATION
BLDG. SECTION
4 PROJECT SCOPE NEW CONSTRUCTION FOR (2) ADU'S IN 2-STORY BLDG
NEW PARKING
(3) EXISTING ATTACHED UNITS (NO CHANGES)
EXISTING USE EMPTY PORTION OF (E) LOT
NEW USE 2-STORY ADU
FIRST FLOOR ADU 410 FT2
SECOND FLOOR ADU 400 FT2
TOTAL 810 FT2
EXTERIOR DECK 37 FT2
EXTERIOR STAIRS 63 FT2
PERMIT NO. C2025-007297
OCCUPANCY GROUP R-3
CONSTRUCTION TYPE V-B (NON-SPRINKLERED)
NO. OF STORIES 2 STORY BUILDING
PARCEL 024-173-03
LEGAL DESCRIPTION A-TRACT: HUNTINGTON BEACH MAIN
STREET SECTION / BLOCK: 504 LOT: 1
TR 356
LOT TYPE LOT
LOT NO. 1 / 504
LAND USE 133
ZONING SP5-CZ
ZONE TYPE SP (SPECIFIC PLAN DESIGNATION)
GROSS LOT SIZE 4,242.36 FT2
NET LOT SIZE 4,079.75 FT2
MAX HEIGHT ABV HIGHEST 18'
POINT OF PECAN AVE
PARCEL PER LOT (3) EXISTING ATTACHED UNITS / (1) NEW 2-STORY BLDG W/ (2) ADU'S
ZONING MATRIX
SUBJECT REQUIRED PROPOSED
PARKING 0 WITHIN ½ MILE OF BUSTOP 0 WITHIN ½ MILE OF BUSTOP
SITE COVERAGE
SETBACKS
FRONT
SIDE
BACK
NO MAX COVERAGE UNDER
800 FT2
NO MAX COVERAGE UNDER
800 FT2
N/A
5 FT
3 FT
5 FT
19 FT
N/A
2025 TITLE 24 CALIFORNIA CODE OF REGULATIONS
PART 1 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE (CBC) VOLUMES 1 & 2
PART 2.5 CALIFORNIA ELECTRICAL CODE (CRC)
PART 3 CALIFORNIA ELECTRICAL CODE (CEC)
PART 4 CALIFORNIA MECHANICAL CODE (CMC)
PART 5 CALIFORNIA PLUMBING CODE (CPC)
PART 6 CALIFORNIA ENERGY CODE
PART 7 CALIFORNIA WILDLIFE-URBAN INTERFACE CODE (CWUIC) PART 8 CALIFORNIA HISTORICAL CODE (CHBC)
PART 9 CALIFORNIA FIRE CODE
PART 11 CALIFORNIA GREEN BUILDING CODE (CALGREEN) (CGBC) PART 12 CALIFORNIA REFERENCE STANDARD
CITY OF HUNTINGTON BEACH MUNICIPAL CODE
OWNER
UPOP, LLC
6602 CEDARWOOD DRIVE
HUNTINGTON BEACH, CA 92648
(714) 848-8220
ARCHITECTURAL SERVICES
KEMMERER DESIGN ARCHITECTURE, INC.
MARCUS KEMMERERAIA
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
t. 714.752.0052
[email protected] / www.kdarch.com
STRUCTURAL ENGINEERING MECHANICAL / ELECTRICAL / PLUMBING
YAGHI ENGINEERS
112 E CHAPMAN AVE
ORANGE CA 92866
t. 714.997.9120
[email protected]
GENERAL DRAWINGS
Civil Drawings
ARCHITECTURAL SITE PLAN
FLOOR PLANS
UTILITY PLANS
ROOF PLANS
ELEVATIONS
SECTIONS
DETAILS
STRUCTURAL DRAWINGS
G-001
G-002
T-00
T-01
T-02
T-03
T-04
T-05
T-06
C-001
AS-001
A-101
A-102
A-103
A-201
A-301
A-501
A-502
S-01
SN01
SD
SD
SD
SD
HFX1
HFX2
HFX3
COVER SHEET
CONSTRUCTION & DEMOLITION DEBRIS / RE-USE &
RECYLING PROGRAM
SINGLE-FAMILY RESIDENTIAL MANDATORY REQUIREMENTS
SUMMARY
T-24 CERTIFICATE OF COMPLIANCE
T-24 CERTIFICATE OF COMPLIANCE
T-24 CERTIFICATE OF COMPLIANCE
T-24 CERTIFICATE OF COMPLIANCE
T-24 CERTIFICATE OF COMPLIANCE
T-24 CERTIFICATE OF COMPLIANCE
EXISTING TOPOGRAPHY AND BOUNDRY
ARCHITECTURAL SITE PLAN
FIRST & SECOND FLOOR ADU PLANS
FIRST & SECOND FLOOR ADU UTILITY PLANS
ROOF PLAN
EXTERIOR ELEVATIONS
BUILDING SECTIONS
DETAILS
DETAILS
STRUCTURAL PLANS
STRUCTURAL NOTES
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAI.S
ANCHORAGE DETAILS - HFX PANELS
FRAMING DETAILS - HFX PANELS
FLOOR SYSTEM DETAILS - HFX PANELS
A) EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDON FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. A PERMIT MAY BE EXTENDED IF A WRITTEN REQUEST STATING
JUSTIFICATION FOR EXTENSION AND AN EXTENSION FEE IS RECEIVED PRIOR TO EXPIRATION OF THE PERMIT AND GRANTED BY THE BUILDING OFFICIAL. NO MORE THAN ONE (1) EXTENSION MAY BE GRANTED. PERMITS WHICH HAVE BECOME INVALID SHALL PAY A REACTIVATION FEE OF APPROXIMATELY 50% OF THE ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS BEEN EXPIRED FOR UP TO SIX (6) MONTHS. WHEN A PERMIT HAS BEEN EXPIRED FOR A PERIOD IN EXCESS OF ONE (1) YEAR, THE REACTIVATION FEE SHALL BE APPROXIMATELY 100% OF THE ORIGINAL PERMIT FEE. (R105.5)
B) CONCRETE SLAB AND UNDER-FLOOR INSPECTIONS SHALL BE MADE AFTER IN-SLAB OR
UNDER-FLOOR REINFORCING STEEL AND BUILDING SERVICE EQUIPMENT, CONDUITS,
PIPING OR OTHER ANCILLARY BUILDING TRADE PRODUCTS OR EQUIPMENT ARE INSTALLED,
BUT BEFORE ANY CONCRETE IS PLACED OR FLOOR SHEATHING IS INSTALLED, INCLUDING THE SUBFLOOR. (R109.1.1.1)
C) ROUGH INSPECTION OF PLUMBING, MECHANICAL, GAS AND ELECTRICAL SYSTEMS SHALL
BE MADE PRIOR TO COVERING OR CONCEALMENT, BEFORE FIXTURES OR APPLIANCES ARE SET OR INSTALLED, AND PRIOR TO FRAMING INSPECTION. (R109.1.2)
D) FIRE SPRINKLER PLANS STAMPED APPROVED BY THE CITY OF HUNTINGTON BEACH FIRE DEPARTMENT SHALL BE PROVIDED AT THE SITE AT TIME OF FRAMING INSPECTION.
E) WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604
OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE.
City of Huntington Beach
Department of Planning & Building
HUNTINGTON BEACH SECURITY ORDINANCE
2000 Main Street, Huntington Beach, CA 92648
Office: (714) 536 - 5241 Fax: (714) 374 - 1647
1. Sliding glass doors and windows located less than 16 feet above any surface available for use by the public shall be capable of being locked securely. Moveable panels shall not be easily removed from the frame.
2. All main or front entry to dwellings shall be arranged so that the occupant has a view of the area immediately outside without opening door. Such view may be provided by a door view, a view port, window, or other opening.
3. Exterior wooden doors shall be of solid core construction or shall be covered on the inside face with 16 gauge sheet metal attached with screws at 6 inch on centers around the perimeter.
4. All swinging doors shall be equipped with a dead bolt with a minimum throw of 1 inch and an embedment of not less than 5/8 inch.
5. The inactive leaf of a pair of doors and the upper leaf of Dutch doors shall be equipped with a dead bolt.
6. Non- removable pins shall be used in pin type hinges which are accessible from the outside when the door is closed.
7. Unframed glass doors shall be fully tempered glass not less then ½ inch thick.
8. Narrow-framed glass doors shall be fully tempered glass not less than ¼ inch thick.
9. Any glass which is located with in 40 inches of the locking device on a door shall be fully tempered, or have approved metal bars, screens or grills.
10. Solid wooden hatchways less than1-3/4 inches thick shall be covered on the inside with 16 gauge sheet metal attached with screws at 6 inch on center around the perimeter and shall be secured from the inside with a slide bar, slide bolts, and/or padlock with hardened steel shackle. All other openings larger than 96 square inches with a dimension in excess of 8 inches shall be secured by metal bars, screens, ar grills. (Exception: Non-opening skylights).
11. A development which includes 3 or more dwelling units shall be provided with fully-enclosed garages. Garage space for each tenant shall be separated by partitions of 3/8 inch plywood or equivalent with studs set no more than 24 inches on center.
2000 Main Street 3rd Floor
Huntington Beach, Ca 92648
714/536-5241
WATER METER UPGRADE CHECK LIST
Owner’s / Applicant’s Name _________________________________________ Job Address _________________________________________
Permit Number (if applicable) __________________________ Contact Number ( ) _______ - ___________
NOTE: Provide ALL counts of New and Existing Fixtures Below!!! Water Closet / Toilet _____ x 2.5 = _____
Bathroom Sink including Bar Sink _____ x 1.0 = _____
Bath Tub with 1/2” fill valve _____ x 4.0 = _____
Bath Tub with ¾” fill valve _____ x 10.0 = _____
Shower Stall (per head) _____ x 2.0 = _____
Kitchen Sink _____ x 1.5 = _____
Dish Washer _____ x 1.5 = _____
Laundry / Washer _____ x 4.0 = _____
Laundry Sink _____ x 1.5 = _____
Hose Bibb _____ x 2.5 = _____
Hose Bibb (each additional) _____ x 1.0 = _____
TOTAL FIXTURE COUNT _____
TABLE 6-5
Fixture Unit Table for Determining Water Pipe and Meter Sizes Meter Building
and Supply
Street and Maximum Allowable Length in Feet
Service, Branches,
Inches Inches (40) (60) (80) (100) (150) ( 200)
3/4 1-1/4 39 39 39 39 39 39
1 1-1/4 78 78 76 67 52 44
1-1/2 1-1/4 78 78 78 78 66 52
Take FINAL fixture count
& go to table below.
EXAMPLE
Water Closets 4 = 10
Lavs 6 = 6
Bathtubs 2 = 8
Jac.Tub 1 = 10
Shower Stalls 2 = 4
Kitchen Sink 1 = 1.5
Dish Washer 1 = 1.5
Laundry 1 = 4
Hose Bibb 1 = 2.5
Hose Bibb 3 = 3
TOTAL 50.5
Note: Most SFR’s have
about 80 to 100ft in total
plumbing length. Verify your
total fixture count on the
table below. See that 50.5
exceeds 39, so you would
have to upgrade your water
meter to a 1 inch meter with
a 1 ¼ inch supply.
KEMMERER DESIGN ARCHITECTURE, INC
714 752 0052
207 PECAN AVE
6 15
6 6
6 60
4 6
4 6
2 8
4 10
111
City of Huntington Beach
Department of Community Development
OWNER ACKNOWLEDGMENT FOR SETBACKS
2000 Main Street, Huntington Beach, CA 92648
Office: (714) 536 - 5241 Fax: (714) 374 - 1647
Permit No. _____________
Address: ______________
______________________
Property Owner Acknowledgment: Construction Setback Less than 5’ From Property Line(s) I, as owner of the property listed below, understand the following:
1) Any new construction, addition, or alteration within 5’ from a property line may require a land survey. 2) If I do not obtain a land survey to verify my property lines, I assume full responsibility for the determination of the location of the existing property line. 3) If at any time there is a discrepancy or dispute of the construction setback to the property line, a survey may be required.
4) I understand and agree to rebuild all portions of construction to the correct property line setback if the property line on the approved plans is later found to be incorrect. 5) I understand additional costs may incur to correct the construction to accurately adhere to the setback, including but not limited to: surveying, revising plans, city plan review/inspection fees and additional construction costs.
Date: ____________________________
Address: __________________________
Property Owner (Print): _________________________________ Property Owner (Signature): ______________________________ 209 PECAN AVE
209 PECAN AVE
ABBREVIATION LIST GENERAL NOTES
VICINITY MAP
SYMBOLS PROJECT INFORMATION
CODE INFORMATION
PROJECT LOCATION & CONTACTS
BUILDING DEPT NOTES SHEET INDEX
HB SECURITY ORDINANCE
ACKNOWLEDGEMENT OF SETBACKS WATER METER UPGRADE CHECKLIST NEW 2-STORY ADU
207 A & B PECAN AVE
C-001
A-101 FIRST & SECOND FLOOR ADU PLANS : Plotted on 5/27/26 at 10:17 AM by The American Landscape. File Path: BIMcloud: kdarch - BIMcloud Software as a Service/KDA PROJECTS/Active Projects/R-Pecan/Pecan ArchiCAD Models/207 Pecan ADU_11 Total Sheet Count: 27 5/27/26 201 PECAN AVE
HUNTINGTON BEACH, CA 92648
PECAN
A-101
FIRST & SECOND
FLOOR ADU PLANS
LICENSED ARCHITECT
NR
IFO
OF CAL
ETATS
IA
MARCUS KEMMERER
NO. C-29552
REN: 06/30/27
★ ★
Revisions:
Date:
Drawn by:
Date:
This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.
KEMMERER DESIGN
ARCHITECTURE, INC.
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
p. 714.752.0052
www.kdarch.com
Checked by:
GN
MK
Job Status: CONST DOC
Revisions: Date:
Sheet Number:
Drawing:
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 3
A-201
4 A-201
19'-9"
4'-0" 7'-81/2" 8'-01/2"
20'-9"
11'-11/2" 9'-71/2"
19'-9"
4'-111/4" 8'-03/4" 6'-9"
6'-8" 5'-0" 4'-51/2" 4'-71/2"
20'-9"
15'-31/2" 5'-51/2"
4'-2"
3'-9" 4'-31/2"
2'-91/4" 6'-113/4" 5'-61/2"
1 27
24 6
7 5
8 10
12 9
16 32
13 BEDROOM
8'-0" CLG
BATH
8'-0" CLG
KITCHEN
8'-0" CLG
ADU
8'-0" CLG
410 FT2
2668 HC
w/ LOCK
3068 SC
w/ LOCK
& DEADBOLT
2468 POCKET
w/ LOCK
5068 SGD w/ LOCK
(TEMP)
5040 SL
5068 SL
2030 CASEMENT
3030 SL
30"
22"
6068 SGD w/ LOCK
(TEMP)
B
A-301
C
A-301
C
A-301
D
A-301
D
A-301 2
ENTRY
8'-0" CLG
LIVING
8'-0" CLG
3 A-201
4 A-201
19'-9"
3'-0" 9'-5" 2'-31/2" 8'-01/2"
20'-9"
19'-9"
1'-0" 18'-9"
4'-41/4" 7'-73/4" 6'-9"
20'-9"
10'-8" 10'-1"
5'-41/2"
43/4" 5'-01/2" 5'-31/2" 4'-71/2"
3'-9" 4'-31/2"
22 5
8 24
27 10
12 18
1 7
2 5
30 32
BEDROOM
SLOPING CLG BATH
SLOPING CLG
KITCHEN
SLOPING CLG
ADU
8'-0" CLG
400 FT2
2668 HC
w/ LOCK
3068 SC
w/ LOCK
& DEADBOLT
2468 POCKET
w/ LOCK
6068 SGD w/ LOCK
5040 SL
5068 SL
2030 CASEMENT
3030 SL
30"
22"
5040 SL
63 FT2
B
A-301
C
A-301
C
A-301
D
A-301
D
A-301
ENTRY
SLOPING CLG
LIVING
SLOPING CLG
DECK
37 FT2
1 2
3 4
5 6
7 8
WINDOWS TO BE OWNER SELECTED
ALL GLAZING ( SLIDING DOORS & PANELS IN SWINGING
DOORS ) WITHIN 18" OF WALKING OR WITHIN 40" OF LOCKING
DEVICE OF EXT. DOORS SHALL BE TEMP. SAFETY GLASS.
EGRESS FROM BEDROOMS
PROVIDE EMERGENCY EXIT DOOR/WINDOW FROM EA.
SLEEPING ROOM.NET CLEAR WINDOW OPENING AREA SHALL
BE NOT LESS THAN 5.7 SQ.FT. MIN. NET WINDOW OPENING WIDTH DIMENSION TO BE 20" CLEAR +/- MIN. NET. OPENING HGT. TO BE 24" CLEAR. FINISH SILL HEIGHT MAX.44" ABOVE.
WINDOWS MANUFACTURED BY
AND INSTALLATION PER MANUFACTURER'S SPECS.
ALL NEW GLAZING WILL BE INSTALLED WITH CERTIFYING
LABEL ATTACHED, SHOWING THE "U" VALUE.
WINDOW NOTES
NOTES TO SUPPLIERS:
1. SUBCONTRACTOR / SUPPLIER TO FURNISH WINDOW SPECIFICATIONS,
GLAZING OPTIONS, HEAD / JAMB AND SILL DETAILS, SCREEN TYPES AND DETAILED WINDOW SCHEDULE W/ R.O. PRIOR TO ORDERING AND FABRICATION. ARCHITECT TO REVIEW SHOP DWGS. AND WINDOW
SCHEDULE PRIOR TO FABRICATION ORDER.
2. SUPPLIER TO INSTALL / FABRICATE ALL REQUIRED CBC GLAZING WINDOWS W/ TEMPERED GLASS IN ACCORDANCE W/ 2016 CBC ED.
3. VERIFY ALL R.O. SIZES PRIOR TO FRAMING FOR UNITS. SUPPLIER TO SUBMIT ALL FRAME & R.O. SIZES AND THOSE WINDOWS REQUIRING BRICK MOULD & JAMB EXTENSIONS.
4. SUPPLIER TO VERIFY ALL APPLICABLE EMERGENCY EGRESS
WINDOWS AT BEDROOM LOCATIONS.
5. VERIFY ALL PRIMED WINDOWS W/ ARCHITECT, OWNER OR INTERIOR DESIGNER PRIOR TO FABRICATION. BID OPTIONAL PRIME & ONE COAT FACTORY FINISH.
WINDOW A.F.F HGT. ARE MEASURE FROM ABOVE FINISH
FLOOR HEIGHT TO BOTTOM OF WINDOW GLAZING
WINDOW MEASUREMENTS MADE FROM EDGE OF GLAZING
ALL OPERABLE WINDOW SHALL BE SCREENED
1 28" ELECTRIC OVEN / COOKTOP
2 SINK W/ FLEX GOOSE NECK
FAUCET & "BADGER 5XP-3 ¾HP GARBAGE DISP.
(SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER
MINUTE @ 60 PSI / MAX BOOST FLOW 2.2 GAL PER MIN. TO FILL POTS & PANS) 3 DISHWASHER
4 UNDER COUNTER MICROWAVE DRAWER
5 CABINET MILLWORK
6 REFRIGERATOR
7 STOVE HOOD EXHAUST FAN (500 C.F.M.)
8 ENG. STONE COUNTERTOP
9 BALCONY / STAIR RAIL
10 WATER CLOSET
(SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN
1.28 GALLONS OF WATER PER FLUSH)
11 WALK-IN SHOWER W/ SHOWER HEAD CONTROLS AND FLEX
NOZZLE - SEE PLAN FOR SIZE - MIN 7.1 FT2
(SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER
MINUTE @ 80 PSI) COMBINED FOR MULTIPLE SHOWER HEADS
12 BATH/SHOWER TUB
(SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER
MINUTE)
13 GAS TANK WATER HEATER
(INSTALL PER MANUFACTURER'S SPECIFICATION. ALL BURNERS AND IGNITION DEVICES SHALL NOT BE LESS THAN 18" ABOVE THE FLOOR.
AT MIN SHALL BE SECURED IN ACCORDANCE WITH CPC, OR
MODIFICATIONS MADE HERETO BY CITY, COUNTY, OR CITY AND
COUNTY PURSUANT TO SECTION 17958.5)
14 LINE OF FLOOR ABOVE
15 DRYER EXHAUST VENT (SHALL NOT TERMINATE LESS THAT 3 FEET FROM
OPERABLE WINDOW/DOOR OPENINGS)
16 CONDENSER UNIT
17 PANTRY SHELVING
18 VANITY SINK
(SHALL HAVE A WATER FLOW NOT TO EXCEED 1.2 GALLONS PER
MINUTE)
19 ADDRESS NUMBERS
(MUST CONTRAST WITH BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS AND BE A MIN. OF 4" HIGH W/ A MINIMUM STROKE OF ½") (R319.1)
20 ⅝" TYPE 'X' GYP BOARD
21 30"x30" ATTIC ACCESS
22 "F.A.U." FORCED AIR UNIT (VTO) (INSTALL PER MANUF. SPECS) 23 DROP BEAM (SEE STRUCTURAL DWGS FOR INFORMATION NOT SHOW HERE) 24 COMBINATION WASHER / DRYER
(VENT TO OUTSIDE AIR. VERTICAL VENTS MUST HAVE IN LINE CLEAN OUT
ACCESSIBLE FROM INSIDE OF ROOM DRYER IS INSTALLED IN)
25 SIDE MOUNT GARAGE DOOR OPENER
(SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325) 26 DECK FLEX CLASS A FIRE RATED ELASTOMERIC WATERPROOFING (OR ARCHITECT APPROVED SUBSTITUTION) (ESR-3672)
27 SHELF AND POLE
28 2x INFILL
29 INSULATION PER TITLE 24 REPORT ON G-005
30 GUARD WALL (+42" ABV FINISH FLOOR)
31 ½" GYP BOARD
32 MIN SPLIT HEAT PUMP
SCALE: 1/4" = 1'-0"
4 FIRST FLOOR ADU PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
5 SECOND FLOOR ADU PLAN
0 2' 4' 8'
FLOOR PLAN NOTES
NOT TO SCALE
3 NEAREST BUSTOP COMPLIANCE
NEW 2-STORY ADU
207 A & B PECAN AVE
A-201 EXTERIOR ELEVATIONS : Plotted on 5/27/26 at 10:17 AM by The American Landscape. File Path: BIMcloud: kdarch - BIMcloud Software as a Service/KDA PROJECTS/Active Projects/R-Pecan/Pecan ArchiCAD Models/207 Pecan ADU_11 Total Sheet Count: 27 5/27/26 201 PECAN AVE
HUNTINGTON BEACH, CA 92648
PECAN
A-201
EXTERIOR
ELEVATIONS
LICENSED ARCHITECT
NR
IFO
OF CAL
ETATS
IA
MARCUS KEMMERER
NO. C-29552
REN: 06/30/27
★ ★
Revisions:
Date:
Drawn by:
Date:
This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.
KEMMERER DESIGN
ARCHITECTURE, INC.
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
p. 714.752.0052
www.kdarch.com
Checked by:
GN
MK
Job Status: CONST DOC
Revisions: Date:
Sheet Number:
Drawing:
1 ⅞" STUCCO
2 (E) CONTINUOUS G.I. STUCCO SCREED
3 CONCRETE SLAB
4 (E) SLAB / FOUNDATION
5 ROOF MATERIAL (REFER TO ROOF NOTES)
6 G.I. FLASHING
7 POT SHELF
8 STUCCO SOFFIT OVER METAL LATH W/ G.I. DRIP
9 RIDGE BEAM
10 ⅝" TYPE 'X' GYPSUM BOARD
11 RESAWN FASCIA OR BARGE BOARD (SEE ELEVATION FOR SIZE) 12 RESAWN TRIM (SEE ELEVATION FOR SIZE)
13 DOWNSPOUT CONNECTED TO GUTTER
14 GUTTER CONNECTED TO DOWNSPOUT
15 LINE OF CEILING
16 LINE OF SHELF
17 LINE OF SOFFIT
18 EXTERIOR GRADE PLYWOOD SOFFIT
19 FAU
20 FRY REGLET - ¼" CHANNEL SCREED/CONTROL JOINT
21 14"x18" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
22 14"x24" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
23 NEW WALL
24 EXISTING WALL
25 SOLAR PANELS (SEPARATE PERMIT AND SUBMITTAL)
26 SECTIONAL GARAGE DOOR
27 HSS BEAM (SEE STRUCTURAL FOR MORE INFORMATION)
28 2X DOUBLE TOP PLATE
29 2X SILL PLATE
30 2X MID BLOCK
31 WOOD HEADER (SEE STRUCTURAL FOR MORE INFORMATION)
32 SHEATHING O/ TJI FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 33 SHEATHING O/ 2X FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 34 2X CEILING JOIST (SEE STRUCTURAL FOR MORE INFORMATION) 35 2X ROOF RAFTERS (SEE STRUCTURAL FOR MORE INFORMATION) 36 (E) 2X STAIR STRINGERS (SEE STRUCTURAL FOR MORE INFORMATION) 37 A/C UNIT
38 WOOD GUARD RAIL
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL
PRECLUDE THE PASSAGE OF A 4" DIAMETER SPHERE
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS ON THE
OPENING SIDE OF STAIRS SHALL PRECLUDE THE PASSAGE OF A
4" DIAMETER MAX. SPHERE
- GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR
INTERMEDIATE GUARD COMPONENTS
39 PLUMBING VENT
40 TONGUE & GROOVE WOOD SOFFIT
41 INSULATION PER TITLE 24
43 CARLISLE SEALTILE PRO SPRAY POLYURETHANE FOAM INSULATION 44 ELASTOMERIC FLOORING OVER SHEAHTING OVER
2X DECK JOIST (SEE STRUCTURAL FOR MORE INFORMATION)
45 SHELF AND POLE
46 TONGUE & GROOVE WOOD CEILING
8'-1" 8'-0 1/2"
11 5
12 39
0" (37.55')
8'-0"
12'-4"
18'-1 3/4" (55.70')
MAX HT 55.72'
16'-4"
207 A & B
1ST & 2ND STORY ADUs
ELEVATION/SECTION KEY NOTES
SCALE: 1/4" = 1'-0"
3 ADU WEST ELEVATION
0 2' 4' 8' SCALE: 1/4" = 1'-0"
4 ADU EAST ELEVATION
SCALE: 1/4" = 1'-0" 1 ADU NORTH ELEVATIONSCALE: 1/4" = 1'-0" 2 ADU SOUITH ELEVATION NEW 2-STORY ADU
207 A & B PECAN AVE
A-301 BUILDING SECTIONS : Plotted on 5/27/26 at 10:17 AM by The American Landscape. File Path: BIMcloud: kdarch - BIMcloud Software as a Service/KDA PROJECTS/Active Projects/R-Pecan/Pecan ArchiCAD Models/207 Pecan ADU_11 Total Sheet Count: 27 5/27/26 201 PECAN AVE
HUNTINGTON BEACH, CA 92648
PECAN
A-301
BUILDING
SECTIONS
LICENSE
D
A
RCHITECT NR IFO
OF
C
AL
ETATS
IA
MARCUS
K
E
MMERER
NO. C-29552
REN: 06/30/27
★★
Revisions:
Date:
Drawn by:
Date:
This document, and the ideas and designs incorporated here-in, asan instrument of professional service, is the property of KemmererDesign Architecture, Inc. (KDA), and is not to be used in whole orpart, for any other project without the written authorization of KDA.This document is not to be reproduced and/or modified in any way,nor shall any reproduction of the this document be modified withoutthe prior written consent of KDA.This document has been prepared to describe proposed new workand does not necessarily represent as-built or existing conditions.The architect does not warrant, in any way, the accuracy of theinformation and shall not be responsible for any discrepancybetween this document and the existing conditions.
KEMMERER DESIGN
ARCHITECTURE, INC.
228 CREST AVENUE
HUNTINGTON BEACH, CA 92648
p. 714.752.0052
www.kdarch.com
Checked by:
GN
MK
Job Status: CONST DOC
Revisions: Date:
Sheet Number:
Drawing:
8'-1" 7'-81/4" (VARIES)
29 28
39 355
3 33
10 8'-1"
7'-6"
3'-6"
-1"
18'-13/4"
8'-0"
44 44
44 29
30 28
35 31
39 33
10 10
1 ⅞" STUCCO
2 (E) CONTINUOUS G.I. STUCCO SCREED
3 CONCRETE SLAB
4 (E) SLAB / FOUNDATION
5 ROOF MATERIAL (REFER TO ROOF NOTES)
6 G.I. FLASHING
7 POT SHELF
8 STUCCO SOFFIT OVER METAL LATH W/ G.I. DRIP
9 RIDGE BEAM
10 ⅝" TYPE 'X' GYPSUM BOARD
11 RESAWN FASCIA OR BARGE BOARD (SEE ELEVATION FOR SIZE) 12 RESAWN TRIM (SEE ELEVATION FOR SIZE)
13 DOWNSPOUT CONNECTED TO GUTTER
14 GUTTER CONNECTED TO DOWNSPOUT
15 LINE OF CEILING
16 LINE OF SHELF
17 LINE OF SOFFIT
18 EXTERIOR GRADE PLYWOOD SOFFIT
19 FAU
20 FRY REGLET - ¼" CHANNEL SCREED/CONTROL JOINT
21 14"x18" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
22 14"x24" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
23 NEW WALL
24 EXISTING WALL
25 SOLAR PANELS (SEPARATE PERMIT AND SUBMITTAL)
26 SECTIONAL GARAGE DOOR
27 HSS BEAM (SEE STRUCTURAL FOR MORE INFORMATION)
28 2X DOUBLE TOP PLATE
29 2X SILL PLATE
30 2X MID BLOCK
31 WOOD HEADER (SEE STRUCTURAL FOR MORE INFORMATION)
32 SHEATHING O/ TJI FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 33 SHEATHING O/ 2X FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 34 2X CEILING JOIST (SEE STRUCTURAL FOR MORE INFORMATION) 35 2X ROOF RAFTERS (SEE STRUCTURAL FOR MORE INFORMATION) 36 (E) 2X STAIR STRINGERS (SEE STRUCTURAL FOR MORE INFORMATION) 37 A/C UNIT
38 WOOD GUARD RAIL
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL
PRECLUDE THE PASSAGE OF A 4" DIAMETER SPHERE
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS ON THE
OPENING SIDE OF STAIRS SHALL PRECLUDE THE PASSAGE OF A
4" DIAMETER MAX. SPHERE
- GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE 1 ⅞" STUCCO
2 (E) CONTINUOUS G.I. STUCCO SCREED
3 CONCRETE SLAB
4 (E) SLAB / FOUNDATION
5 ROOF MATERIAL (REFER TO ROOF NOTES)
6 G.I. FLASHING
7 POT SHELF
8 STUCCO SOFFIT OVER METAL LATH W/ G.I. DRIP
9 RIDGE BEAM
10 ⅝" TYPE 'X' GYPSUM BOARD
11 RESAWN FASCIA OR BARGE BOARD (SEE ELEVATION FOR SIZE) 12 RESAWN TRIM (SEE ELEVATION FOR SIZE)
13 DOWNSPOUT CONNECTED TO GUTTER
14 GUTTER CONNECTED TO DOWNSPOUT
15 LINE OF CEILING
16 LINE OF SHELF
17 LINE OF SOFFIT
18 EXTERIOR GRADE PLYWOOD SOFFIT
19 FAU
20 FRY REGLET - ¼" CHANNEL SCREED/CONTROL JOINT
21 14"x18" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
22 14"x24" G.I. SCREED & LOUVERED COMBUSTION AIR VENT
23 NEW WALL
24 EXISTING WALL
25 SOLAR PANELS (SEPARATE PERMIT AND SUBMITTAL)
26 SECTIONAL GARAGE DOOR
27 HSS BEAM (SEE STRUCTURAL FOR MORE INFORMATION)
28 2X DOUBLE TOP PLATE
29 2X SILL PLATE
30 2X MID BLOCK
31 WOOD HEADER (SEE STRUCTURAL FOR MORE INFORMATION)
32 SHEATHING O/ TJI FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 33 SHEATHING O/ 2X FLOOR JOISTS (SEE STRUCTURAL FOR MORE INFORMATION) 34 2X CEILING JOIST (SEE STRUCTURAL FOR MORE INFORMATION) 35 2X ROOF RAFTERS (SEE STRUCTURAL FOR MORE INFORMATION) 36 (E) 2X STAIR STRINGERS (SEE STRUCTURAL FOR MORE INFORMATION) 37 A/C UNIT
38 WOOD GUARD RAIL
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL
PRECLUDE THE PASSAGE OF A 4" DIAMETER SPHERE
- OPENINGS BETWEEN INTERMEDIATE BALUSTERS ON THE
OPENING SIDE OF STAIRS SHALL PRECLUDE THE PASSAGE OF A
4" DIAMETER MAX. SPHERE
- GUARDRAIL MUST WITHSTAND A 200 LB. FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTIONS, AND A MINIMUM 50 LB. FOR
INTERMEDIATE GUARD COMPONENTS
39 PLUMBING VENT
40 TONGUE & GROOVE WOOD SOFFIT
41 INSULATION PER TITLE 24
43 CARLISLE SEALTILE PRO SPRAY POLYURETHANE FOAM INSULATION 44 ELASTOMERIC FLOORING OVER SHEAHTING OVER
2X DECK JOIST (SEE STRUCTURAL FOR MORE INFORMATION)
45 SHELF AND POLE
46 TONGUE & GROOVE WOOD CEILING
SCALE: 1/2" = 1'-0"
C BUILDING SECTION ADU
SCALE: 1/2" = 1'-0"
D BUILDING SECTION ADU
SECTION KEY NOTES
NEW 2-STORY ADU
207 A & B PECAN AVE