HomeMy WebLinkAbout112 W Marion St_BLD6063_2024
Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551
Page 1 of 1
Permit Number: Permit Type:
Address/Parcel: Completed (Month/Year):
Land Use
Notice of Decision
Staff Report
Application
Narrative
Legal Description
Vicinity Map
Site Plan
Landscape Plan
Complete Streets Checklist
Traffic Impact Analysis
Snohomish County Traffic Mitigation Offer
WSDOT Traffic Offer Form
Tree Survey
Stormwater Drainage Report
Geotech Report
Critical Area Evaluation Form
SEPA Checklist
Public Notice Material
Noticing and Related Documents
Water / Sewer Availability Certificate
Unanticipated Discovery Plan Form
Aerial Photo of Site
Proposed Building Materials
Lighting Plans and Lighting Cut Sheets
Color Elevations
Design Matrix
Plat Map
Title Report
Lot Closures
Preliminary Civil Plans
Archaeological Survey
o Confidential Documents. Contact the
City to obtain.
Topography (Existing Conditions)
CC&R’s
Deeds / Easements / Conveyances
/Dedications
Developer’s Agreement
Recorded Copies
Bonding or Assignment of Funds
o Confidential Documents. Contact the
City to obtain.
Letters and Project Documents
Other:
Civil
Issued Permit
Application
Other Applications
Construction Calculation Worksheet
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Review Comment Form
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Reports:
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o Stormwater Pg:
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o All Other Reports
SEPA and Noticing Materials
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Issued Permit
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Other:
BLD6063 Residential Zoning Verification
112 W Marion St November 2024
✔
✔
✔
RESIDENTIAL ZONING VERIFICATION
Community and Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
REV01.2024
For additional assistance see the illustration on the Residential Site Plan Example SF = Square Foot
SF
Lot Size can be found on the Plat Map or Snohomish County Assessor Property Information
÷ %
This square footage includes the footprint area of all structures on the property including house, garages, sheds, covered
patios, and decks permitted by the building code. 4.Septic Tank on Property? Yes No Private Well on Property? Yes No
If so, please provide Snohomish County Health Department approval and indicate on site plan. 5.Are there trees greater than 12” diameter to be removed? Yes No If yes, indicate on site plan. 6.Permanent connections to water service may require Cross Connection Control. Check all that apply. Fire Sprinkler System Lawn Sprinkler System Decorative Pond/Fountain Re-circulating Heating System Medical Equipment Hot Tub Swimming Pool Livestock Drinking Tanks Other:
Applicant Signature: Print Name: Date:
Type of Permit: Single-family Duplex Townhouse Addition Garage/Shop
RESIDENTIAL SITE PLAN EXAMPLE
Community and Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
REV01.2024
This is a site plan example and does reflect the requirements of a specific parcel.
Garage Deck Porch Shed
768 400 120 200
Total Lot Size: .37 acres Calculate acres to square feet: .37 x 43,560 = 16,117.20 square feet
Calculate Lot Coverage: 16,117.20 x .35 = 5,641.02 square feet (this is the maximum allowed) 1 tree behind the residence 1 tree in the front of the residence Square Footage of all existing and proposed structures shall not exceed 35%: 4,800 ÷ 16,117.20 = 30% Lot Coverage
Pump 5
Garage
N
83.98 ft
S84° 52' 37"W
205 ft
N0° 59' 11"W
19.56 ft
N82° 48' 24"E
85.74 ft
S1° 16' 23"E
64 ft
N84° 49' 18"E
120 ft
S1° 0' 46"EN
5'
12'
12'-3"
9'-1"10'
4'
10'-7"
14'-5"
4'-11"
2'-6"
2'-11"
4'-4"
23'-4"
22'-10"
4'
15'-7"
20'-8"
15'
3020 SQ FT
244 SQ FT
147 SQ FT
281 SQ FT
109 SQ FT
120 SQ FT
122 SQ FT
48 SQ FT
32 SQ FT
512 SQ FT
162 SQ FT
227 SQ FT
170 SQ FT
72 SQ FT
74 SQ FT
67 SQ FT
54 SQ FT
103 SQ FT
7 SQ FT
48 SQ FT
84 SQ FT
123 SQ FT
83 SQ FT
106 SQ FT
109 SQ FT
117 SQ FT
121 SQ FT
12 SQ FT
11 SQ FT
19 SQ FT
70 SQ FT
LIVING AREA
BEDROOM A
BEDROOM B
BEDROOM C
LIVING
BATH
HALL
FOYER
DINING
KITCHEN
BEDROOM D
STORAGE
LAUNDRY
STORAGE
KITCHEN
BATH
BEDROOM 1
BATH
GARAGE
SHOP
DINING
LIVING 2
DECK
DECK
BEDROOM E
BEDROOM F
CLOSET
CLOSET
DECK
HALL
W MARION ST
INFILL DOOR /W
2X4 FIRE WALL
LAUNDRY
WALL MOUNTED VENTILATION
SEE DETAILS ON PAGE
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
PROJECT DATA DRAWING INDEX
DRAFTER (JEROME JACKSON)PROJECT STATISTICS
PROJECT: 1 STORY RESIDENTIAL REMODEL
AREA:ARLINGTON, WA 98223
ACCESSORY PARCEL NO:00560500001204
SITE ADDRESS:112 W MARION ST
JURISDICTION:770 NORTHWEST SNOHOM
ZONING:RLC
OCCUPANCY GROUP:R3
TYPE OF CONSTRUCTION:V-B
APPLICABLE CODES:IBC 2021, NDS 2021, IRC 2021
VICINITY MAP SITE PLAN
LEGAL DESCRIPTION
APPLICABLE CODES
* WASHINGTON STATE BUILDINGS CODES AND AMENDMENTS *2021 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
* WASHINGTON ADMINISTRATIVE CODES (WAC)*2021 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
CITY OF SEATTLE MUNICIPAL CODE *2021 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS
ENERGY CODE *2021 WASHINGTON STATE ENERGY CODE
1 STORY RES. ADDITION FOR ODDA OHAWA
112 W MARION ST
ARLINGTON, WA 98 223
A1.0
A1.1
A1.2
A2.0
A2.1
A3.0
DO.0
A3.1
A3.2
A3.3
A4.0
A5.0
A6.0
TITLE SHEET
GENERAL NOTES
SITE PLAN
EXISTING FLOOR PLAN
PROPOSED FLOOR PLAN
FOUNDATION PLAN
SECTION VIEW
ELEVATIONS PLAN
FOUNDATION DETAILS
SHEAR WALL DETAILS
CONSTRUCTION DETAILS 2
WALL FRAMING PLAN
WINDOW SCHEDULE PLAN
ELECTRICAL PLAN
ENERGY CODE
SS.0
ROOF FRAMING PLAN
EC.0
SECTION 11 TOWNSHIP 31 RANGE 05 QUARTER SW ROSE ARMSTRONGS SUB AC TRS BLK
000 D-04 LOT 4 CITY OF ARL SP Z-04-030-FSP REC AFN 200406155001 BEING PTN EXST LOT
12 SD PLAT
CONSTRUCTION DETAILS 3
CONSTRUCTION DETAILS 4
SHEAR WALL & NAILING SCHEDULE
DO.1
DO.2
DO.3
DO.4
A1.0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
2022 CALIFORNIAGREEN BUILDING STDS CODE(CALGREEN)TITLE 24
general specifications:
#
1
NOTE
GENERAL REQUIREMENTS
STANDARDS
1.0
•
•
•
•
•
•
•
•
•
1.1
CODES GOVERNING CONSTRUCTION:
2021 WASHINGTON
2021 WASHINGTON
2021 WASHINGTON
2021 WASHINGTON
BUILDING CODE
RESIDENTIAL CODE
ELECTRICAL CODE
MECHANICAL CODE
PLUMBING CODE
ENERGY CODE
FIRE CODE
(IBC)
(IRC)
(NEC)
(UMC)
(IFC)
BLDG ENERGY EFFICIENCY STDS (CBEES)
ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE 2021 EDITION OF THE WASHINGTON BUILDING STANDARDS CODE
(TITLE 24), WHICH ADOPTS THE 2021 IBC, 2021 IRC, 2021 UMC, 2021 UPC, 2020 NEC, 2021 SBCC AND THE 2021 WSBC.
1.2 ALL WORK SHALL CONFORM TO THE CODE AMENDMENTS, ORDINANCES AND REQUIREMENTS OF THE LOCAL GOVERNMENTAL
JURISDICTION HAVING AUTHORITY OVER THE PROJECT.
1.3
1.4
1.5
1.6
1.7
THE APPROVED PLANS, SPECIFICATIONS, CALCULATIONS AND OTHER PROJECT CONSTRUCTION DOCUMENTS REPRESENT THE
FINISHED PROJECT. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE APPROVED CONSTRUCTION DOCUMENTS, INCLUDING ALL APPROVED REVISIONS SHALL BE PRESENT AT THE PROJECT
SITE AT ALL TIMES.
ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY EACH SUBCONTRACTOR BEFORE
COMMENCING WORK. ANY ERRORS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND/OR PROJECT MANAGER BEFORE CONSTRUCTION BEGINS.
ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED MEASUREMENTS.
NOTES & DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS IN CASE OF
CONFLICT.
1.8 WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE
SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. WHERE SUFFICIENT SIMILAR WORK IS NOT SHOWN THE ARCHITECT,
ENGINEER, GENERAL CONTRACTOR AND/OR PROJECT MANAGER SHALL BE CONSULTED FOR CLARIFICATION.
1.9 ANY OPTIONS OR SUBSTITUTIONS ARE FOR THE CONTRACTOR'S CONVENIENCE. NO STRUCTURAL CHANGES OR
SUBSTITUTIONS SHALL BE MADE IN THE FIELD FROM THE APPROVED CONSTRUCTION DOCUMENTS UNLESS WRITTEN
APPROVAL OF SUCH CHANGES OR SUBSTITUTIONS IS OBTAINED FROM THE ARCHITECT AND/OR ENGINEER. IF CHANGES ARE
MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES ALONG WITH ANY ADDITIONAL COSTS, REPAIRS AND COORDINATION
WITH OTHER AFFECTED ITEMS SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR AND/OR
SUBCONTRACTOR INVOLVED WITH THE CHANGE.
SAFETY
1.10 IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING & SHORING FOR
LOADS DUE TO CONSTRUCTION EQUIPMENT, MATERIALS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES, SUPERVISION & INSTALLATION OF ALL TEMPORARY BRACING & SHORING TO
ENSURE THE SAFETY OF THE WORK. BRACING & SHORING IS TO BE INSTALLED PER THE CURRENT OSHA & ANY OTHER
APPLICABLE SAFETY STANDARDS. ALL BRACING &/OR SHORING SHALL STAY IN PLACE UNTIL ALL WORK HAS BEEN SUITABLY
COMPLETED.
1.11 THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TEMPORARY BRACING AND SHORING AS REQUIRED TO INSURE THE VERTICAL AND LATERAL STABILITY OF
THE STRUCTURE OR ANY PORTION THEREOF DURING CONSTRUCTION.
1.12 THE CONTRACTOR SHALL DESIGN, CONSTRUCT & MAINTAIN ALL SAFETY DEVICES, INCLUDING BRACING & SHORING, & SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE & FEDERAL HEALTH & SAFETY LAWS, REGULATIONS &
STANDARDS.
1.13 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED
THE DESIGNED LOADING FOR THE SUPPORTING MEMBERS.
1.14 EACH CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT AREA FREE FROM ACCUMULATION OF WASTE MATERIALS
CAUSED BY THEIR WORK.
INSURANCE
1.15 CONTRACTORS SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE PROJECT, FULL AND UNLIMITED WORKMEN'S
COMPENSATION INSURANCE IN ACCORDANCE WITH THE LABOR CODE OF THE STATE OF CALIFORNIA. THEY SHALL ALSO CARRY
PUBLIC CONTINGENT LIABILITY INSURANCE IN AMOUNTS SATISFACTORY TO THE OWNER AND WITH COMPANIES SELECTED
WITH THE CONSENT OF THE OWNER.
2 SITE WORK
DEMOLITION AND PREPARATION
2.1 REMOVE ALL DEBRIS FROM THE PROJECT AND DISPOSE OF IT LEGALLY IN A TIMELY FASHION.
2.2 DO NOT REMOVE ANY VEGETATION EXCEPT AS NOTED ON THE DRAWINGS OR WITH PRIOR OWNER OR ARCHITECT APPROVAL.
2.3 CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED
CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED, PRIOR TO BEGINNING WORK AND
THROUGHOUT CONSTRUCTION.
2.4 ALL UTILITY LINES SHALL BE BURIED, WRAPPED AND PROTECTED TO MEET APPLICABLE CODE REQUIREMENTS & INDUSTRY
STANDARD CONSTRUCTION PROCEDURES.
2.5 FORM SIDES OF TRENCHES FOR FOOTINGS AS REQUIRED TO PROVIDE FOR FIRM CONTAINMENT OF FOOTINGS AND REMOVE
ALL LOOSE MATERIAL AND STANDING WATER FROM THE TRENCHES.
2.6 SHOULD LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR OTHER HAZARDOUS CONDITIONS BE ENCOUNTERED DURING THE
EXCAVATION OF THE FOOTINGS, THE ARCHITECT SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL HALT UNTIL A
SOLUTION TO THE ISSUE IS REACHED.
2.7 TRENCHES OR EXCAVATIONS MORE THAN 5 FEET IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL HAVE ALL
NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO BUILDING/GRADING
PERMIT ISSUANCE OR BEFORE ANY WORK COMMENCES WITHIN THE TRENCH.
GRADING AND DRAINAGE
2.8 ALL UTILITY TRENCHES SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY.
2.9 GRADING PERMIT REQUIRED IF VOLUME OF EARTH MOVED EXCEEDS THE MAXIMUM CUBIC YARDS ALLOWED BY THE MUNICIPAL
JURISDICTION OR IF ANY CUTS OR FILLS EXCEED 8 FEET IN HEIGHT/DEPTH. (MUNICIPAL GRADING ORDINANCE)
2.10 FINISH GRADES SHALL BE SLOPED SO THAT SURFACE WATER DRAINS AWAY FROM THE BUILDING. (CRC R401.3 & CBC 1804.4).
2.11 ALL REQUIRED BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM D1557-12E1
(LATEST ADOPTED STANDARD) METHOD OF COMPACTION. BACKFILL SHALL ALSO CONFORM TO THE SOILS REPORT
RECOMMENDATIONS IF A SOILS REPORT IS A PART OF THE CONSTRUCTION DOCUMENTS. (CBC 1804.3)
2.12 BACKFILL FOR ALL RETAINING WALLS SHALL BE PERVIOUS MATERIAL. BACKFILLING SHALL NOT BEGIN UNTIL THE MASONRY OR
CONCRETE RETAINING STRUCTURES HAVE ATTAINED THE SPECIFIED DESIGN STRENGTH. BACKFILL SHALL CONFORM TO THE
SOILS REPORT RECOMMENDATIONS IF A SOILS REPORT IS A PART OF THE CONSTRUCTION DOCUMENTS. (CRC R404.1.7)
2.13 FOR RETAINING WALLS WHICH WILL HAVE PERMANENT STRUCTURAL SUPPORT AT THE TOP PROVIDE SHORING PRIOR TO
BACKFILLING, UON. SHORING TO REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL SUPPORTING MEMBERS ARE IN PLACE AND
HAVE DEVELOPED SPECIFIED STRENGTHS. IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL REMAIN IN PLACE A
MINIMUM OF 7 DAYS AFTER CONCRETE PLACEMENT.
2.14 ALL RETAINING WALLS MUST BE PROVIDED WITH AN ADEQUATE DRAINAGE SYSTEM (CRC SECTION R405)
.1 A GRAVEL & PIPE BACK DRAIN AND OUTLET SYSTEM, WITH A MINIMUM OF 2 OUTLETS PER WALL, TO PREVENT BUILDUP OF
HYDROSTATIC PRESSURES. PIPES SHOULD CONSIST OF SCHEDULE 40 PERFORATED PVC PIPE. GRAVEL USED IN THE
BACKDRAIN SYSTEMS MUST BE A MINIMUM OF 3 CUBIC FEET PER LINEAL FOOT OF 3/8" TO 1 1/2" CLEAN CRUSHED ROCK
ENCAPSULATED IN NON-WOVEN FILTER FABRIC(MIRAFI 140N, OAE). PERFORATIONS IN THE PIPE MUST BE FACE DOWN. THE
SURFACE OF THE BACKFILL MUST BE SEALED BY PAVEMENT OR THE TOP 18" COMPACTED TO 90% RELATIVE COMPACTION
WITH NATIVE SOIL. PROPER SURFACE DRAINAGE MUST BE MAINTAINED.
.2
.3
AS AN ALTERNATIVE TO A GRAVEL & PIPE BACK DRAIN SYSTEM, PANEL DRAINS (MIRADRAIN 6000, TENSAR UX1700 MSE, OAE)
MAY BE USED. PANEL DRAINS MUST BE INSTALLED PER MANUFACTURER'S GUIDELINES.
RETAINING & STEM WALLS SHALL BE WATERPROOFED WHERE THEY WOULD IMPACT LIVING AREAS OR WHERE WALL STAINING
OR EFFLORESCENCE WOULD BE OBJECTIONABLE. DAMPPROOFING MATERIALS FOR FOUNDATION WALLS ENCLOSING USABLE
SPACE BELOW GRADE SHALL BE INSTALLED ON THE EXTERIOR SURFACE OF THE WALL, & SHALL EXTEND FROM THE TOP OF
THE FOOTING TO FINISHED GRADE. (CRC SECTION R406 & CBC SECTION 1805)
GEOTECHNICAL (CRC R401.4 & CBC SECTION 1803 & 1806).
2.15 PROJECTS WITH NO SOILS REPORT SHALL USE A SOIL LOAD BEARING VALUE OF 1,500 PSF. (CRC TABLE R401.4.1 & CBC TABLE
1806.2)
2.16 PROJECTS REQUIRING OR PROVIDED WITH SOILS REPORT SHALL:
.1
.2
.3
.4
.5
.6
HAVE THE FOUNDATION PLAN REVIEWED BY SOILS ENGINEER.
HAVE THE FOUNDATION DESIGN BASED ON THE MAXIMUM SOIL BEARING VALUE AND SOIL TYPE PROVIDED IN THE REPORT.
HAVE THE BUILDING PAD PREPARED IN ACCORDANCE WITH THE REPORT.
REQUIRE ALL SOIL AND GRADING WORK IS DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER.
REQUIRE THE SOILS ENGINEER TO VERIFY IN WRITING TO THE ARCHITECT THAT CONSTRUCTION AT THE SITE COMPLIES WITH
ALL OF THE RECOMMENDATIONS AND CONCLUSIONS CONTAINED IN THE REPORT.
2.17 A COMPACTION REPORT MUST BE SUBMITTED TO & APPROVED BY THE GOVERNING JURISDICTION PRIOR TO PLACEMENT OF
CONCRETE ON FILL MATERIAL 12 INCHES OR MORE IN DEPTH. (CBC 1803.5.8 & 1803.6)
3 FOUNDATIONS AND CONCRETE
STANDARDS
3.1 FOUNDATION DESIGN IS BASED ON A SOILS BEARING VALUE OF 1,500 PSF, UON IN THE SOILS REPORT, WITH THE BASE OF THE
FOOTING TO BE PLACED AS SHOWN IN THE APPROVED CONSTRUCTION DOCUMENTS, WITH A MINIMUM DEPTH BELOW THE
ADJACENT COMPETENT FORMATIONAL GRADE OF 12" IF NOT SPECIFIED. WIDTH OF THE FOOTING SHALL BE NOT LESS THAN 12"
IF NOT SPECIFIED. THICKNESS OF THE FOOTING SHALL NOT BE LESS THAT 6" IF NOT SPECIFIED. (CRC TABLE R403.1(1) & CBC
TABLE 1809.7)
3.2 FORMWORK SHALL RESULT IN A FINAL STRUCTURE THAT CONFORMS TO SHAPES, SIZES & DIMENSIONS OF FOUNDATIONS AS
SHOWN IN THE APPROVED CONSTRUCTION DOCUMENTS (CRC R404.1.3.3.6, CBC 1808.8.5 & SECTION 26.10 OF ACI 318).
3.3 FORMWORK SUPPORTING VERTICAL SURFACES SHALL REMAIN IN PLACE FOR A MINIMUM OF 2 DAYS.
FORMWORK SUPPORTING BEAMS AND GIRDERS SHALL REMAIN IN PLACE FOR A MINIMUM OF 15 DAYS.
3.4 PIPES, CONDUITS OR DUCTS SHALL NOT BE PLACED IN CONCRETE SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY SHOWN OR
NOTED IN THE APPROVED CONSTRUCTION DOCUMENTS (CPC SECTION 312).
3.5 CONCRETE TO BE READY MIX CONCRETE (ACI 318, ASTM C150, C595 & C1157 LATEST ADOPTED STANDARD) OR CONCRETE
SHALL CONSIST OF 1 PART CEMENT, 3 PARTS SAND, 4 PARTS 1-INCH MAXIMUM SIZE ROCK, AND NOT MORE THAN 7-1/2 GALLONS
OF WATER PER SACK OF CEMENT. (CRC R402.2 & CBC SECTION 1903)
3.6 CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI FOR POURED IN PLACE
CONTINUOUS AND SPREAD FOOTINGS, UON (CRC TABLE R402.2, CBC TABLE 1808.8.1 & ACI 318).
MAXIMUM SLUMP SHALL NOT BE GREATER THAN 4".
3.7 MINIMUM ULTIMATE COMPRESSIVE CONCRETE STRENGTHS SHALL BE (CRC TABLE R402.2 & CBC TABLE 1808.8.1):
ITEM
SLAB ON GRADE
FOOTINGS
GRADE BEAMS
CAISSONS
STRENGTH (PSI)
2500
2500
3000
3000
STRUCTURAL DECK 3000
COLUMNS 3000
@DAYS
28
28
28
28
28
28
SPECIAL INSPECTION
NO
NO
YES
YES
YES
YES
3.8 CONCRETE SLABS ON GRADE SHALL NOT BE LESS THAN 4" THICK & HAVE #3 REINFORCING BARS EACH WAY @ 18" OC MIN, UON.
A BASE OF 2" CLEAN GRADED SAND OVER A 15 MIL POLYETHYLENE VAPOR BARRIER OVER A 4" THICK BASE COURSE
CONSISTING OF CLEAN GRADED SAND, GRAVEL OR CRUSHED STONE SHALL BE PROVIDED UNDER THE CONCRETE SLAB, UON.
(CRC SECTION R506 & CBC SECTION 1907).
3.9 CONCRETE FOUNDATIONS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF CRC SECTION R403 & R404 & CBC 1808.8
3.10 CONCRETE FOOTINGS SHALL BE DEEPENED AS REQUIRED TO OBTAIN MINIMUM CONCRETE EMBEDMENT FOR ALL HOLD DOWN
BOLTS. ALL HOLD DOWN BOLTS SHALL HAVE A MINIMUM OF 3" OF CONCRETE COVER TO SOIL AT BASE OF FOOTING.
3.11 IN THE EVENT FOUNDATION EXCAVATIONS ARE CARRIED TO A DEPTH GREATER THAN REQUIRED, THE ADDITIONAL DEPTH
SHALL BE FILLED WITH THE SAME CONCRETE AS THAT USED FOR THE FOOTING. THE ADDITIONAL CONCRETE SHALL BE
PLACED AT THE BOTTOM OF THE FOOTING EXCAVATION WITH THE REINFORCING REMAINING AT THE LOCATION SHOWN FOR
THE ORIGINAL FOOTING DEPTH. NO UNCONTROLLED FILL WILL BE PERMITTED. (CRC R403.1.1 & R403.1.4)
3.12 SHEAR WALLS SHALL BE SUPPORTED BY CONTINUOUS FOUNDATIONS. (CRC 403.1.2)
3.13 FOUNDATIONS OR FOUNDATION WALLS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISH GRADE
(CRC R404.1.6 & CBC SECTION 2304.12.1.2).
3.14 ALL FOUNDATION PLATES, SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS
WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD (CRC R317.1
AND CBC SECTION 2304.12.1.4).
3.15 ALL HOLD DOWNS, DOWELS AND INSERTS MUST BE ANCHORED IN PLACE PRIOR TO CONCRETE PLACEMENT AND FOUNDATION
INSPECTION.
REINFORCEMENT
3.16 CONCRETE SLABS SHALL BE REINFORCED WITH #3 REINFORCING BARS AT 18" OC MIN EACH WAY, UON. REINFORCING SHALL
BE PLACED ON CONCRETE CHAIRS TO MAINTAIN STEEL REINFORCEMENT IN THE MIDDLE THIRD OF SLAB THICKNESS (CBC 1907
& ACI 318).
3.17 CONTINUOUS CONCRETE FOOTINGS AND STEM WALLS SHALL BE PROVIDED WITH A MINIMUM TWO LONGITUDINAL NO. 4 BARS,
ONE AT THE TOP AND ONE AT THE BOTTOM OF THE FOOTING. (CRC R403.1.3.3)
3.18 STEEL REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 2.4 OF TMS 602 & ASTM A615, A706 OR A996.
ASTM A996 BARS PRODUCED FROM RAIL STEEL SHALL BE TYPE R. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL
SHALL BE 60,000 PSI (GRADE 60 KSI) (276 MPa) REINFORCING STEEL USED IN CONSTRUCTION OF REINFORCED MASONRY OR
CONCRETE STRUCTURES SHALL BE DEFORMED & COMPLY WITH ASTM A615. (CBC 2103.4)
3.19 REINFORCING BAR LAPPED SPLICES IN CONCRETE SHALL BE 40 BAR DIAMETERS OR 20" MINIMUM, UON. SPLICES SHALL BE
SECURELY TIED TOGETHER WITH 16 GAUGE WIRE. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHERE
POSSIBLE (CRC R403.1.3.5.4)
3.20 ALL CONNECTORS AND METAL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD, TIMBERS OR CONCRETE SHALL
HAVE CORROSION RESISTANT COATINGS OR PROTECTION SUCH AS 'ZMAX', HOT DIPPED GALVANIZED, OR BE STAINLESS
STEEL. HDG: ASTM A 123/A 123M, ASTM A 153/A 153M & ASTM A 767/A 767M(CBC CHAPTER 19 & ACI 318).
3.21 REINFORCEMENT SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED, & SECURED AGAINST DISPLACEMENT PRIOR TO
CONCRETE PLACEMENT (CBC 1907.1, CRC R403.1.3.5.2 & THE LATEST ADOPTED STANDARDS OF THE WESTERN CONCRETE
REINFORCING STEEL INSTITUTE).
3.22 CLEAR SPACING BETWEEN REINFORCEMENT SHALL NOT BE LESS THAN 1 BAR DIAMETER, 1", OR 1-1/3 TIMES THE MAXIMUM
AGGREGATE SIZE (CRC R403.1.5.2).
STEEL REINFORCEMENT IN CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COVERAGE (CRC R403.1.3.5.3):
3.22.1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3"
3.22.2 CONCRETE SURFACES EXPOSED TO EARTH & WEATHER, #5 OR LESS : 1-1/2"
3.22.3 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: 3/4"
3.23 PROVIDE #3 REINFORCING BAR STIRRUPS AT 5' OC FROM TOP TO BOTTOM REINFORCEMENT IN ALL CONTINUOUS FOOTINGS,
OAE. ALL TIES AND STIRRUPS SHALL CONFORM TO ASTM A-615, GRADE 40 KSI STEEL
6.6
CONSIDER THE REPORT AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS TO BE COMPLIED WITH BY THE
CONTRACTOR.
5.4
5.5
PART 11
3.24 CONTINUOUS FOOTING REINFORCEMENT TO BE CONTINUOUS ACROSS ALL SPREAD OR SPOT FOOTINGS.
3.25 REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH INTERSECTIONS
CONNECTIONS
3.26 ANCHOR BOLTS AT FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION OR FOUNDATION
WALL PER THE FOLLOWING WITH 'ZMAX', GALVANIZED OR STAINLESS STEEL FINISH (CRC R403.1.6.1 & CRC R602.11.1):
A. MINIMUM 5/8"⌀ 'L' STEEL ANCHOR BOLTS A307
B. BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE OR MASONRY
C. BOLTS SPACED MAXIMUM 4' ON CENTER OR PER SHEAR SCHEDULE
D. MINIMUM 2 BOLTS PER PLATE/SILL PIECE WITH 1 BOLT LOCATED MAXIMUM 12" & MINIMUM 7 BOLT
DIAMETERS FROM EACH END OF EACH SILL PLATE/PIECE.
E. MINIMUM 3" BY 3" BY 0.299" STEEL PLATE WASHER BETWEEN SILL & NUT ON EACH BOLT
3.27 ALL NON-BEARING INTERIOR SILLS OR PLATES, UNLESS OTHERWISE NOTED, SHALL BE ATTACHED TO THE FOUNDATION WITH
SIMPSON CO PDPAWL-250 PINS AT 36" O.C. WITH 1" ⌀ WASHERS. PROVIDE ONE PIN WITHIN 6" OF EACH END OF EACH SILL
PLATE, OAE. (ICC-ES ESR-2183)
3.28 DOWEL ANY NEW FOOTINGS TO EXISTING FOOTINGS WITH 2 - #4 x 2' REINFORCING BARS @ TOP & BOTTOM WITH 6" MINIMUM
EMBEDMENT IN 5/8"⌀ CORED HOLES WITH SIMPSON SET EPOXY GROUT. (ICC-ES, ESR-1772)
3.29 ALL HOLD DOWNS INTO EXISTING FOOTINGS SHALL BE INSTALLED WITH SIMPSON SET EPOXY ADHESIVE GROUT. INSTALLATION
PER MANUFACTURER'S SPECIFICATIONS AND OBTAIN SPECIAL INSPECTION (ICC-ES, ESR-1772)
3.30 DOWEL NEW CONCRETE SLABS TO EXISTING CONCRETE FOOTINGS OR SLABS WITH 1 - #4 x 2' REINFORCING BARS @ 24" OC
WITH 6" MINIMUM EMBEDMENT IN 5/8"⌀ CORED HOLES WITH SIMPSON SET EPOXY ADHESIVE GROUT. (ICC-ES, ESR-1772)
3.31 DOWEL NEW THREADED ROD ANCHOR BOLTS INTO EXISTING CONCRETE FOOTINGS WITH 6" MINIMUM EMBEDMENT IN 5/8"⌀
CORED HOLES WITH SIMPSON SET EPOXY ADHESIVE GROUT. (ICC-ES, ESR-1772)
RAISED FLOOR - STEM WALL FOUNDATION
3.32 NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS FOR
PROTECTION OF WOOD AGAINST DECAY. (CRC R317.1):
A. ALL WOOD IN CONTACT WITH GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH GROUND,
OR EMBEDDED IN CONCRETE EXPOSED TO WEATHER
B. WOOD JOISTS WITHIN 18" INCHES AND WOOD GIRDERS WITHIN 12" OF THE EXPOSED GROUND IN CRAWL
SPACES SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD
C. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS
AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-
TREATED WOOD
D. WOOD FRAMING, SHEATHING, & SIDING ON THE EXTERIOR OF THE BUILDING & HAVING CLEARANCE LESS
THAN 6" FROM THE EXPOSED GROUND OR LESS THAN 2" VERTICALLY FROM CONCRETE STEPS, PORCH
SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACE EXPOSED TO WEATHER
E. SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLAB IN DIRECT CONTACT WITH GROUND UNLESS
SEPARATED FROM SUCH SLAB BY IMPERVIOUS MOISTURE BARRIER
F. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS WITH CLEARANCES LESS THAN
1/2" ON TOPS, SIDES, AND ENDS
G. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS EXPOSED TO
WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR
ROOFS BY AN IMPERVIOUS MOISTURE BARRIER
H.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO INTERIOR OF
EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE EXCEPT WHERE VAPOR RETARDER APPLIED
BETWEEN WALL AND FURRING STRIPS OR FRAMING MEMBERS
3.33 UNDERFLOOR AREAS SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS, WITH
MINIMUM NET AREA OF VENTILATION OPENINGS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDERFLOOR AREA.
ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. (CRC R408.2)
3.34 UNDERFLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18-INCH BY 24-INCH ACCESS OPENING. (CRC R408.4)
4 MASONRY
STANDARDS
4.1 CONCRETE MASONRY UNITS SHALL COMPLY WITH ARTICLE 2.3 OF TMS 602 FOR LOAD-BEARING UNITS. (CBC 2103.1) OAE
4.2 GROUT SHALL CONFORM ARTICLE 2.2 OF TMS 602 & SHALL CONSIST OF 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED LIME,
2-1/4 TO 3 PARTS SAND, & 1 TO 2 PARTS GRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT
28 DAYS. OAE (CBC 2103.3)
4.3 MORTAR USED IN CONSTRUCTION OF MASONRY, FOUNDATION & RETAINING WALLS SHALL CONFORM TO ARTICLE 2.1 & 2.6A OF
TMS 602 & SHALL CONSIST OF 1 PART PORTLAND CEMENT, 2-1/4 TO 3 PARTS SAND, & 1/4 TO 1/2 PART HYDRATED LIME. OAE
(CBC 2103.2)
4.4 PORTLAND CEMENT SHALL BE TYPE 1. (ASTM 150) AGGREGATES SHALL HAVE A MAXIMUM SIZE OF 1/2" FOR FOOTINGS AND 1"
FOR ALL OTHER LOCATIONS. (ASTM C33)
4.5 MORTAR FOR USE WITH ADHERED MASONRY VENEER SHALL CONFORM TO ANSI C270 FOR TYPE N OR S, OR SHALL COMPLY
WITH ANSI A118.4 FOR LATEX-MODIFIED PORTLAND CEMENT MORTAR. (CBC 2103.2.4, 1404.10)
4.6 MASONRY CEMENT SHALL CONFORM TO ASTM C91-18
4.7 QUICKLIME AND HYDRATED LIME SHALL CONFORM TO ASTM C977-18
4.8 PORTLAND CEMENT MORTARS FOR INSTALLING CERAMIC WALL AND FLOOR TILE SHALL COMPLY WITH ANSI A108.1A AND ANSI
A108.1B AND BE OF THE COMPOSITIONS INDICATED IN CBC TABLE 2103.2.3. (CBC 2103.2.3)
4.9 GLASS UNIT MASONRY CONSTRUCTION SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS & COMPLY WITH CHAPTER
13 OF TMS 402 & CBC §2110.(CBC 2110.1) MORTAR FOR USE WITH GLASS UNITS SHALL BE USED. (ASTM C270, TYPE S OR N)
REINFORCEMENT
4.10 STEEL REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 2.4 OF TMS 602 & ASTM A615, A706 OR A996.
ASTM A996 BARS PRODUCED FROM RAIL STEEL SHALL BE TYPE R. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL
SHALL BE 60,000 PSI (GRADE 60 KSI) (276 MPa) REINFORCING STEEL USED IN CONSTRUCTION OF REINFORCED MASONRY OR
CONCRETE STRUCTURES SHALL BE DEFORMED & COMPLY WITH ASTM A615. (CBC 2103.4)
4.11 REINFORCING BAR LAPPED SPLICES IN MASONRY SHALL BE 40 BAR DIAMETERS OR 20" MINIMUM, UON. SPLICES SHALL BE
SECURELY TIED TOGETHER WITH 16 GAUGE WIRE. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHERE
POSSIBLE (CBC 2107.2.1)
4.12 REINFORCEMENT SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED, & SECURED AGAINST DISPLACEMENT PRIOR TO
GROUT PLACEMENT (CBC 1907.1, CRC R403.1.3.5.2 & THE LATEST ADOPTED STANDARDS OF THE WESTERN CONCRETE
REINFORCING STEEL INSTITUTE).
4.13 CLEAR SPACING BETWEEN REINFORCEMENT SHALL NOT BE LESS THAN 1 BAR DIAMETER, 1", OR 1-1/3 TIMES THE MAXIMUM
AGGREGATE SIZE (CRC R403.1.5.2).
4.14 ALL MASONRY WALLS AND COLUMNS SHALL BE DOWELED TO THEIR SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING.
4.15 PROVIDE CLEANOUTS AT THE BOTTOM OF EVERY CELL CONTAINING VERTICAL REINFORCEMENT IN ALL WALLS OF HEIGHT
GREATER THAN 5 FEET.
CONNECTIONS
4.16 ALL LEDGER BOLTS SHALL BE BENT BAR ANCHOR BOLTS WITH A 90° BEND WITH AN INSIDE ⌀ OF 3 BOLT ⌀, PLUS AN EXTENSION
OF 1- 1/2 BOLT ⌀ AT THE FREE END. THE EFFECTIVE EMBEDMENT DEPTH FOR LEDGER BOLTS SHALL BE MEASURED
PERPENDICULAR FROM THE SURFACE OF THE MASONRY TO THE BEARING SURFACE OF THE BENT END. THE MINIMUM
EMBEDMENT SHALL BE NO LESS THAN 5 BOLT ⌀ BUT NOT LESS THAN 2", UON. ALL BOLTS SHALL BE GROUTED IN PLACE WITH
AT LEAST 1" OF GROUT BETWEEN THE BOLT AND MASONRY.
5 STEEL
STANDARDS
5.1
5.2
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED & ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE
DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC CURRENT EDITION AND SUPPLEMENTS).
STRUCTURAL STEEL. STEEL USED AS STRUCTURAL SHAPES SUCH AS WIDE-FLANGE SECTIONS, CHANNELS, PLATES, & ANGLES
SHALL COMPLY WITH ASTM A36. PIPE COLUMNS SHALL COMPLY WITH ASTM A53. STRUCTURAL TUBES SHALL COMPLY WITH
ASTM A500, GRADE B.
5.3 STRUCTURAL STEEL SHALL CONFORM TO CHAPTER 22 OF THE 2022 CBC AND AISC 360.
W-WIDE FLANGE
SHAPES ASTM A992
PLATES, ANGLES &
CHANNELS
HOLLOW TUBE
SHAPES
ROUND PIPE SHAPES
ASTM A36
ASTM A500, GRADE B
ASTM A53, GRADE B
FY=50-65 KSI
FY=36 KSI
FY=46 KSI
FY=35 KSI
ALL STRUCTURAL STEEL SHALL BE IDENTIFIED AS NOTED IN THE 2022 CBC. DESIGN OF STEEL MEMBERS SHALL BE AS NOTED IN
ASD ( ALLOWABLE STRESS DESIGN) METHOD PROVISIONS IN THE 2022 CBC §2205.1 & §2205.2 & AISC 360.
ALL STRUCTURAL STEEL SHALL BE FABRICATED IN A STEEL SHOP APPROVED BY THE MUNICIPAL JURISDICTION BUILDING
DEPARTMENT.
5.7 STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO STEEL FABRICATION. SHOP DRAWINGS SHALL INCLUDE ALL INFORMATION NECESSARY FOR THE FABRICATION OF
THE STRUCTURES COMPONENT PARTS. SHOP DRAWINGS SHALL INCLUDE THE SIZE & WEIGHT OF MEMBERS, TYPE & LOCATION
OF SHOP & FIELD CONNECTIONS, TYPE, SIZE & EXTENT OF ALL WELDS, WELDING SEQUENCE & METHOD OF ANCHORAGE TO
ADJACENT WORK.
FINISHING
5.8
5.9
SHOP PAINT FOR STEEL OTHER THAN GALVANIZED SHALL MEET FEDERAL SPECIFICATION TT-P-645C F84 (ZINC CHROMATE).
STRUCTURAL STEEL SHALL HAVE 2 SHOP COATS OF RED OXIDE PRIMER. AFTER ERECTION, ALL FIELD CONNECTIONS, BOLTS,
WELDS, & ABRADED PLACES ON THE SHOP PAINT SHALL BE TOUCHED UP WITH THE SAME TYPE OF PAINT AS THE SHOP COAT.
5.10 ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED, UON.
CONNECTORS AND CONNECTIONS
5.11 BOLTS SHALL BE A307 QUALITY WITH WASHERS, UON; HIGH STRENGTH A325/A490 BOLTS MUST BE SPECIAL INSPECTED, UON.
5.12 ALL NAILS SHALL BE COMMON WIRE NAILS, UNLESS OTHERWISE NOTED.
5.13 MACHINE BOLTS, LAG SCREWS & SIMILAR FASTENERS SHALL CONFORM TO ASTM A307 & ASTM A563, UON.
5.14 STEEL COLUMNS WITH BASE PLATES SHALL BE BEDDED ON DRY PACK OR NON-SHRINK GROUT OF 1" MINIMUM THICKNESS.
5.15 STEEL ERECTOR TO PROVIDE ERECTION BRACING REQUIRED TO MAINTAIN A PLUMB & PROPERLY BRACED STRUCTURE
DURING CONSTRUCTION.
WELDING
5.16 ALL WELDS SHALL CONFORM TO THE CURRENT EDITION OF THE CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE
TESTS AS PRESCRIBED IN THE STRUCTURAL CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING
SOCIETY.
5.17 FIELD & SHOP WELDING SHALL BE PERFORMED BY A DULY CERTIFIED WELDER USING LOW HYDROGEN E70-T6 ELECTRODE
RODS, UON.
5.18 ALL STRUCTURAL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED REGISTERED SPECIAL INSPECTOR.
5.19 WELD LENGTHS CALLED FOR IN THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.
5.20 WELDING ELECTRODES SHALL COMPLY TO AWSA5.1 OR A5.5, E70XX, UON .
5.21 WELDING FILLER METAL (AWS D1.1, TABLE 4.1.1).
6 WOOD , TIMBER AND CARPENTRY
STANDARDS
6.1 ALL TIMBER DESIGN & CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC CHAPTER 23 & THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION (LATEST ADOPTED SPECIFICATION) WITH AMENDMENTS PER CBC SECTION 2306.
6.2 ALL LUMBER AND TIMBERS SHALL BE CLEARLY GRADE MARKED BY WWPA OR WCLIB PER DOC PS 20 (CBC §2303.1.1).
6.3 LUMBER & TIMBER SHALL BE CUT SQUARE AND TO ACCURATE LENGTH AND NEATLY ASSEMBLED. ALL FRAMING SHALL BE
INSTALLED PLUMB, LEVEL, STRAIGHT AND TRUE.
6.4 MOISTURE CONTENT OF SAWN LUMBER AT THE TIME OF INSTALLATION SHALL NOT EXCEED 19%. (CBC §2303.1.9.2).
6.5 STANDARD WOOD GRADES SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
LUMBER OR TIMBER SPECIES
PRESSURE TREATED SILL PLATES ON CONCRETE
2x4 STUDS LESS THAN 8' TALL
2x4 STUDS GREATER THAN 8' TALL, 4x4 STUDS, PLATES,
STRIPPING, MISC. CONCEALED FRAMING, BLOCKING &
FIRESTOPPING
2x & 3x MEMBERS, LARGER THAN 4" NOMINAL WIDTH
STUDS, PLATES, JOISTS, RAFTERS, STRIPPING, MISC.
CONCEALED FRAMING, BLOCKING & FIRESTOPPING
POSTS LARGER THAN 4x4
BEAMS, HEADERS, STRINGERS & LEDGERS EQUAL TO OR
LESS THAT 4x10
BEAMS, HEADERS, STRINGERS & LEDGERS GREATER
THAN 4x10
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
DOUGLAS FIR-LARCH
GRADE
#2
#2
#2
#2 JOISTS & PLANKS OR BETTER
#1, POSTS & TIMBERS
#2
#1
ALL JOISTS, RAFTERS, BEAMS, AND POSTS 2" TO 4" THICK SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER. ALL POSTS
AND BEAMS 5" & THICKER SHALL BE NO. 1 GRADE DOUGLAS FIR-LARCH OR BETTER. STUDS NOT MORE THAN 8' LONG SHALL BE
STUD-GRADE DOUGLAS FIR-LARCH OR BETTER WHEN SUPPORTING NOT MORE THAN 1 FLOOR, ROOF, AND CEILING. STUDS
LONGER THAN 8' SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER.
CONNECTIONS
6.7 NAILING SHALL MEET JURISDICTIONAL STANDARDS, CBC TABLE 2304.10.2, CRC TABLE R602.3(1), R502.9, R602.3 & R802.2, UON.
6.8 DRILLED HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE OF A ⌀ SMALLER THAN THAT OF THE NAIL.
6.9 METAL FRAMING CONNECTORS SHALL BE PROVIDED BY SIMPSON CO., OAE. ALL CONNECTORS SHALL BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS & ASTM D7147 WITH THE APPROPRIATE NUMBER OF BOLTS OR NAILS. ALL CONNECTORS
SHALL BE CBC/CRC CODE APPROVED (CBC §2304.10.4).
6.10 ALL BOLTS HEADS & NUTS BEARING ON WOOD SHALL SIT ON .229" x 3" x 3" METAL PLATE WASHERS, MINIMUM.
6.11 ALL BOLTS HOLES IN WOOD SHALL BE DRILLED 1/16"⌀ LARGER THAN THE NOMINAL BOLT ⌀.
6.12 ANCHOR BOLTS TO SILL PLATES SHALL HAVE NUTS WITH SQ. PLATE WASHERS IN ACCORDANCE WITH THIS SCHEDULE:
BOLT ⌀
5/8"
3/4"
7/8"
1"
PLATE SIZE
.229" x 3" x 3"
.229" x 3" x 3"
.3125" x 3" x 3"
.375" x 3.5" x 3.5"
SIMPSON CO.
BP 5/8-3
BP 3/4-3
BP 7/8-2
BP 1
6.12 SCHEDULE ALSO APPLIES TO LAG SCREWS DRIVEN INTO SOLE PLATES FOR RAISED FLOOR & UPPER STORY CONDITIONS.
6.13 BOLTS IN WOOD SHALL NOT BE LESS THAN 7⌀ FROM THE END OR 4⌀ FROM THE EDGE.
6.14 FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD , INCLUDING NUTS AND WASHERS, SHALL BE
EXCEPTION 1: 1/2-INCH DIAMETER OR GREATER STEEL BOLTS EXCEPTION 2: FASTENERS OTHER THAN NAILS AND TIMBER
RIVETS MAY BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B
695, CLASS 55 MINIMUM EXCEPTION 3: PLAIN CARBON STEEL FASTENERS ACCEPTABLE IN SBX/DOT & ZINC BORATE
PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT.
6.15 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE
OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. (CRC R317.3.3)
6.16 LAG SCREWS SHALL BE INSTALLED IN PREDRILLED HOLES. THE CLEARANCE HOLE FOR THE SHANK PORTION SHALL HAVE THE
SAME ⌀ & DEPTH AS THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A ⌀ EQUAL TO 40-70 OF THE
SHANK ⌀ (FOR ALL DOUGLAS FIR-LARCH MEMBERS). LAG SCREWS ARE TO BE INSTALLED WITH THE TURN OF A WRENCH.
DRIVING, AS WITH A HAMMER, IS NOT PERMITTED.
FIRE BLOCKING AND DRAFT STOPPING
6.17 FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS (CRC R302.11 & CRC R1003.19):
A. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES, & PARALLEL ROWS OF STUDS OR
STAGGERED STUDS, AS FOLLOWS:
1. VERTICALLY AT THE CEILING AND FLOOR LEVELS
2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0"
B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP
CEILINGS, & COVE CEILINGS
C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN
D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED
MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION
E. AT CHIMNEYS AND FIREPLACES PER ITEM 6.20
F.CORNICES OF A TWO-FAMILY DWELLING AT THE LINE OF DWELLING-UNIT SEPARATION
6.18 EXCEPT AS OTHERWISE SPECIFIED IN ITEMS 6.19 & 6.20, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS
WITH THE INTEGRITY MAINTAINED (CRC R302.11.1):
A. TWO-INCH NOMINAL LUMBER
B. TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS
C. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/32-INCH WOOD STRUCTURAL PANEL
D. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLEBOARD
E. 1/2-INCH GYPSUM BOARD
F. 1/4-INCH CEMENT-BASED MILLBOARD
G. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OF OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO
BE SECURELY RETAINED IN PLACE. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID
MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED
USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING
SHALL FILL THE ENTIRE CROSS-SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16" MEASURED VERTICALLY. WHEN
PIPING, CONDUIT, OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE
OBSTRUCTION. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE
FORM & MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE & TO RETARD THE SPREAD OF FIRE.
6.19 FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, & WIRES AT CEILING AND FLOOR LEVEL. SUCH
OPENINGS SHALL BE FIREBLOCKED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS
OF COMBUSTION. (CRC R302.11)
6.20 ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE FIREBLOCKED
WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS
AND WOOD JOISTS, BEAMS, OR HEADERS SHALL BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH
LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. (CRC R1003.19)
6.21 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A
FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING
SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES (CRC R302.12):
A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.
B. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS.
6.22 DRAFTSTOPPING SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANELS, OR OTHER
APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING
MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED.
(CRC R302.12.1)
SHEATHING
6.23 SHEATHING SPECIFICATIONS 6.24, 6.25 & 6.26 MAY BE SUPERCEDED BY ALTERNATE SPECIFICATIONS ON THE FRAMING PLANS.
6.24 FLOOR SHEATHING SHALL BE 23/32" CDX APA RATED STURD-I-FLOOR, T&G UNDERLAYMENT, EXPOSURE 1, MINIMUM SPAN
RATING 20", UNBLOCKED. NAIL WITH HOT DIP GALVANIZED 10d COMMON NAILS, HAND NAILED 6" O.C. AT EDGE AND 10" O.C. IN
FIELD. GLUE ALONG FLOOR JOISTS AND PLYWOOD T&G GROOVES SHALL BE PL 400 AS MANUFACTURED BY B.F. GOODRICH
OAE. PLYWOOD TO BE GLUED AS IT IS NAILED BEFORE GLUE HAS DRIED OR HARDENED (CBC 2304.8.1 & CRC R503).
6.25 WALL SHEATHING AT SHEAR PANELS SHALL BE APA RATED STRUCTURAL 1, EXPOSURE 1, GROUP 1, UON. SHEATHING
THICKNESS & NAILING SHALL BE ACCORDING TO THE SHEAR PANEL SCHEDULE. (CBC 2304.6.1 & CRC R604)
6.26 ROOF SHEATHING SHALL BE 15/32" CDX APA RATED SHEATHING, EXPOSURE 1, MINIMUM SPAN INDEX 24/0, NAILED WITH 8d
COMMON NAILS AT 6" O.C. AT EDGE & 12" O.C. IN FIELD & AT INTERMEDIATE MEMBERS (CBC 2304.8.2 & CRC R803).
6.27 USE 1x8 SPRUCE, CEDAR OR REDWOOD TONGUE AND GROOVE AT ALL EXPOSED EAVE AREAS, UON.
6.28 DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR
CROWN IS FLUSH WITH THE SHEATHING SURFACE.
6.29 ALL WOOD STRUCTURAL PANEL SHEATHING SHALL BE GRADE MARKED BY APA, TECO OR PLT & SHALL CONFORM TO PS 1-95,
PS 2-92 OR PRP-108
6.30 PLYWOOD FLOOR & ROOF SHEATHING SHALL BE LAID WITH THE LONG DIMENSION AND FACE GRAIN PERPENDICULAR TO THE
RAFTERS, JOISTS OR TRUSSES, AND THE SHEETS SHALL BE STAGGERED AS SHOWN IN CBC TABLES IN §2306.2 (CASE 1 & 3).
EACH SHEET SHALL CONTAIN A MINIMUM OF 8 SQ FT & EXTEND TO 3 SUPPORTS. PROVIDE 1/8" SPACING BETWEEN PANEL ENDS
& EDGES AS REQUIRED FOR EXPANSION. ALL WOOD STRUCTURAL PANEL SHEATHING DIAPHRAGMS SHALL BE REVIEWED BY
THE CONTRACTOR FOR COMPLIANCE WITH NAILING AND PANEL REQUIREMENTS BEFORE THE FINISH MATERIAL IS APPLIED.
6.31 ROOF PLYWOOD SHALL BE CONTINUOUS UNDER CALIFORNIA FILL FRAMING SO ROOF DIAPHRAGM EXTENDS TO WALL PLATE.
FLOOR FRAMING
6.32 FLOOR FRAMING SHALL BE IN ACCORDANCE WITH CBC §2304.4 & 2308.4 & CRC §R502.
6.33 FLOOR FRAMING SPAN LIMITATIONS SHALL BE IN ACCORDANCE WITH; CBC TABLES 2308.4.1.1(1) & (2), 2308.4.2.1(1) & (2), CRC
TABLES R502.3.1(1) & (2) AND MUNICIPAL JURISDICTION TABLES.
6.34 THE ENDS OF EACH FLOOR JOIST, BEAM, OR GIRDER SHALL HAVE MINIMUM 1-1/2 INCHES OF BEARING ON WOOD OR METAL AND
MINIMUM 3 INCHES OF BEARING ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1-INCH-BY-4-INCH RIBBON
STRIP AND NAILED TO THE ADJOINING STUD OR BY THE USE OF APPROVED JOIST HANGERS. (CBC 2308.4.2.2 & CRC R502.6)
6.35 PROVIDE 2x DOUBLE JOISTS UNDER ALL PARALLEL BEARING & NON-BEARING PARTITIONS. NAIL ALL DOUBLE 2x JOISTS WITH
16d NAILS AT 12" OC, STAGGERED, TOP & BOTTOM. BOLT ALL TRIPLE 2x JOISTS WITH 1/2"⌀ BOLTS AT 18" OC, STAGGERED, TOP &
BOTTOM(CBC SECTION 2308.9).
6.36 JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED
TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE
FULL-DEPTH SOLID-BLOCKED WITH MINIMUM 2" NOMINAL LUMBER SPACED AT MAXIMUM 4' OC. BEARING PARTITIONS
PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS, OR PARTITIONS MORE THAN THE
JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. (CBC 2308.4.5 & CRC R502.4)
6.37 WHERE JOISTS ARE PERPENDICULAR TO A SHEAR WALL ABOVE OR BELOW, A 4x RIM JOIST, BAND JOIST, OR BLOCKING SHALL
BE PROVIDED ALONG THE ENTIRE LENGTH OF THE SHEAR WALL. WHERE JOISTS ARE PARALLEL TO A SHEAR WALL ABOVE OR
BELOW, A RIM JOIST, END JOIST, OR OTHER PARALLEL FRAMING SHALL BE PROVIDED DIRECTLY ABOVE AND/OR BELOW THE
SHEAR WALL. WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE &/OR BELOW THE SHEAR WALL,
FULL-DEPTH BLOCKING AT 16" OC SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH SIDE
OF THE SHEAR WALL. (CBC 2308.4.5 & CRC R602.10.8)
6.38 FLOOR JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS AND EACH INTERMEDIATE SUPPORT BY MINIMUM 2" FULL-DEPTH
BLOCKING, BY ATTACHMENT TO FULL-DEPTH HEADER, BAND JOIST, OR RIM JOIST, TO AN ADJOINING STUD, OR SHALL BE
OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. (CBC SECTION 2308.4.2.3 & CRC R502.7)
6.39 NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS
SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN JOISTS
SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED
ONE-THIRD THE DEPTH OF THE JOIST. (CBC 2308.4.2.4 & CRC R502.8).
6.40 FLOOR JOISTS EXCEEDING NOMINAL 2"x12" SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING
(WOOD OR METAL), OR A CONTINUOUS 1-INCH-BY-3-INCH STRIP NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO
JOISTS AT MAXIMUM 8-FOOT INTERVALS. (CBC 2308.4.6 & CRC R502.7.1)
6.41 FLOOR JOISTS FRAMING OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP MINIMUM 3 INCHES & SHALL BE NAILED
TOGETHER WITH MINIMUM 3 -10d FACE NAILS. A WOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT
PROVIDED BY THE LAP IS PERMITTED. (CBC 2308.4.2.3 & CRC R502.6.1)
6.42 FLOOR JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON
LEDGER STRIPS MINIMUM NOMINAL 2"X2". (CBC 2308.4.2.3 & CRC R502.6.2)
6.43 OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER & TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES
NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. SINGLE TRIMMER JOISTS
MAY BE USED TO CARRY A SINGLE HEADER JOIST LOCATED WITHIN 3' OF THE TRIMMER JOIST BEARING. WHEN THE HEADER
JOIST SPAN EXCEEDS 4', THE TRIMMER JOISTS & HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO
SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER. APPROVED HANGERS SHALL BE USED FOR THE HEADER- JOIST
TO-TRIMMER-JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6'. TAIL JOISTS OVER 12' LONG SHALL BE
SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM 2"x2". (CBC 2308.4.4.1 & CRC R502.10)
6.44 GIRDERS FOR SINGLE-STORY CONSTRUCTION OR GIRDERS SUPPORTING LOADS FROM A SINGLE FLOOR SHALL NOT BE LESS
THAN 4"X6" FOR SPANS 6' OR LESS, PROVIDED THAT GIRDERS ARE SPACED NOT MORE THAN 8' OC. OTHER GIRDERS SHALL BE
DESIGNED TO SUPPORT THE LOADS SPECIFIED IN THE CBC. GIRDER END JOINTS SHALL OCCUR OVER SUPPORTS. WHEN A
GIRDER IS SPLICED OVER A SUPPORT, AN ADEQUATE TIE SHALL BE PROVIDED. THE ENDS OF BEAMS OR GIRDERS SUPPORTED
ON MASONRY OR CONCRETE SHALL NOT HAVE LESS THAN 3" OF BEARING. (CBC 2308.7)
WALL FRAMING
6.45 WALL FRAMING SHALL BE IN ACCORDANCE WITH CBC §2308.5 & §2308.6 & CRC CHAPTER 6.
6.46 THE SIZE, HEIGHT, AND SPACING OF STUDS SHALL BE IN ACCORDANCE WITH CRC TABLE R602.3(5). (CRC R602.3.1)
6.47 TYPICAL STUD SIZE IS 2x4 WITH A TYPICAL SPACING OF 16" OC. THE MAXIMUM HEIGHT FOR 2x4 & 2x6 STUD BEARING WALLS
SHALL BE 10'-0". NON-BEARING STUD WALL MAXIMUM HEIGHT IS 14' FOR 2x4 STUDS & 20' FOR 2x6 STUDS. WALLS WHOSE
HEIGHT DOES NOT MEET THESE CRITERIA SHALL BE ENGINEERED FOR THEIR SPECIFIC CONDITION. (CBC 2308.5.1 & TABLE
2308.5.1 AND CRC R602.3 & TABLE R602.3(5)
6.48 WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16" O. C. & BEARING STUDS BELOW ARE SPACED 24" O. C.,
SUCH MEMBERS SHALL BEAR WITHIN 5" OF THE STUDS BENEATH. (CBC 2308.5.3.2 & CRC R602.3.3)
6.49 STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL. STUDS SHALL HAVE FULL BEARING ON
A PLATE OR SILL NOT LESS THAN 2" IN THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE STUD WALLS (CBC 2308.5.3.1
& CRC R602.3.4)
6.50 WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS & AT
INTERSECTIONS WITH OTHER PARTITIONS. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 48". JOINTS IN
PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE MINIMUM NOMINAL 2" THICK & HAVE WIDTH AT LEAST EQUAL TO
WIDTH OF STUDS. (CBC 2308.5.3.2 & CRC R602.3.2)
6.51 TOP PLATE SPLICES SHALL BE LAPPED A MINIMUM OF 4'-0" & FACE NAILED WITH MINIMUM 20-16d AT EACH SIDE OF THE SPLICE
WITH NO MORE THAN 12" BETWEEN NAILS (CBC SECTION 2308.9.1 & CRC R602.10.8.1). NEW TO EXISTING DTP USE ST6236 STRAP.
6.52 PROVIDE 1/2" MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR NON-BEARING PARTITIONS & THE BASE OF CEILING
JOISTS, RAFTERS & TRUSS BOTTOM CHORDS. (CBC 2308.5.4 & CRC 602.5)
6.53 WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,
NECESSITATING CUTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH, A GALVANIZED
METAL TIE NOT LESS THAN 0.054" THICK & 1-1/2" WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE
OPENING WITH NOT LESS THAN 8-10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2" AT EACH SIDE OR EQUIVALENT. THE METAL
TIE MUST EXTEND MINIMUM 6 INCHES PAST THE OPENING. (CBC 2308.5.3.2 & CRC R602.6.1)
6.54 ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS
WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH.
ANY STUD MAY BE BORED OR DRILLED, PROVIDED THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE
STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED
IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALL OR BEARING PARTITIONS DRILLED OVER 40%
& UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE STUDS BORED. (CBC 2308.5.9&10 & CRC R602.6)
6.55 HEADERS, DOUBLE JOISTS, OR TRUSSES OF ADEQUATE SIZE TO TRANSFER LOADS TO VERTICAL MEMBERS SHALL BE
PROVIDED OVER WINDOW AND DOOR OPENINGS IN LOAD-BEARING WALLS AND PARTITIONS. (CBC 2304.3.2)
6.56 EACH END OF HEADERS SHALL HAVE A BEARING LENGTH OF NOT LESS 1-1/2" FOR THE FULL WIDTH OF THE HEADER.
(CBC 2308.5.5 & CRC R602.7).
6.57 STANDARD HEADERS SIZES, UON:
BEARING WALLS
OPENING WIDTH
3' OR LESS
3' TO 6'
6' TO 8'4x10
HEADER SIZE
4x6
4x8
NON-BEARING WALLS
OPENING WIDTH
4' OR LESS
4' TO 7'
7' TO 10'
6.76 RAFTERS OR ROOF TRUSSES SHALL BE CONNECTED TO DTP OF SHEAR WALLS WITH BLOCKING BETWEEN THE RAFTERS OR
TRUSSES & SHEAR PANEL WILL RUN UP TO DTP WITH EDGE NAIL & METAL ANCHOR PER SHEAR WALL SCHEDULE. (CRC
R602.10.8)
CONVENTIONAL ROOF FRAMING
6.77 ROOF AND CEILING FRAMING SHALL BE IN ACCORDANCE WITH CBC §2308.7 & CRC CHAPTER 8.
6.78 SPAN LIMITATIONS FOR CEILING JOISTS SHALL BE IN ACCORDANCE WITH CBC TABLE 2308.7.1(1), 2308.7.1(2), CRC TABLES
R802.5.2(1)&(2) AND MUNICIPAL JURISDICTION TABLES.
6.79 SPAN LIMITATIONS FOR CEILING JOISTS SHALL BE IN ACCORDANCE WITH CBC TABLE 2308.7.2(1), 2308.7.2(2), 2308.7.2(3),
2308.7.2(4), 2308.7.2(5), 2308.7.2(6), CRC TABLES R802.4.1(1)-(8) AND MUNICIPAL JURISDICTION TABLES.
6.80 WHEN THE ROOF SLOPE IS LESS THAN 3/12, MEMBERS SUPPORTING RAFTERS & CEILING JOISTS SUCH AS RIDGES, HIPS AND
VALLEYS SHALL BE DESIGNED AS BEAMS (CBC SECTION 2308.7).
6.81 DRILLING, CUTTING, AND NOTCHING OF ROOF/FLOOR FRAMING. NOTCHES IN SOLID LUMBER JOISTS, RAFTERS, BLOCKING, &
BEAMS SHALL NOT EXCEED 1/6 THE MEMBER DEPTH, SHALL BE NOT LONGER THAN 1/3 THE MEMBER DEPTH, AND SHALL NOT BE
LOCATED IN THE MIDDLE 1/3 THIRD OF THE SPAN. NOTCHES AT MEMBER ENDS SHALL NOT EXCEED 1/4 THE MEMBER DEPTH.
THE TENSION SIDE OF MEMBERS 4" OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT MEMBER ENDS.
THE ⌀ OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED1/3 THE MEMBER DEPTH. HOLES SHALL NOT BE CLOSER
THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS
ALSO NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. (CBC 2308.7.4 & CRC R502.8.1)
6.82 CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER PER CRC TABLE R802.5.1(9), AND THE RAFTER SHALL BE
NAILED TO THE WALL TOP PLATE PER CRC TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED
PER CRC TABLE R802.5.1(9) WHERE THEY MEET OVER INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO
PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO RAFTERS. WHERE CEILING JOISTS
ARE NOT CONNECTED TO THE RAFTERS AT THE WALL TOP PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE
INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE CEILING JOISTS
ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTER TIES SHALL BE MINIMUM 2"x4" NOMINAL,
INSTALLED PER CRC TABLE R802.5.1(9), OR CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILINGS
JOISTS OR RAFTER TIES ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR
ENGINEER-DESIGNED GIRDER. (CBC 2808.7.3 & CRC R802.3.1)
6.83 ENDS OF CEILING JOISTS SHALL BE LAPPED MINIMUM 3" OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO
THE BEARING ELEMENT. WHERE CEILING JOISTS PROVIDE RESISTANCE TO RAFTER THRUST, LAPPED JOISTS SHALL BE NAILED
TOGETHER PER CRC TABLE R602.3(1) AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST.
(CBC 2308.7.3.1 & CRC R802.3.2)
6.84 RIDGES, HIPS, AND VALLEYS. RAFTERS SHALL BE FRAMED TO A RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A
TIE. RIDGE BOARDS SHALL BE MINIMUM 1" NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.
AT ALL VALLEY AND HIPS, THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS & NOT LESS IN
DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A
BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. (CRC R802.3)
6.85 COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACE.
COLLAR TIES SHALL BE A MINIMUM 1"x4" NOMINAL AND SPACED AT MAXIMUM 4' OC. (CRC R802.3.1)
6.86 PURLINS INSTALLED TO REDUCE THE SPAN OF RAFTERS SHALL BE SIZED NOT LESS THAN THE REQUIRED SIZE OF THE
RAFTERS THEY SUPPORT. PURLINS SHALL BE CONTINUOUS AND SHALL BE SUPPORTED BY 2"x4" NOMINAL BRACES INSTALLED
TO BEARING WALLS AT A MINIMUM 45° SLOPE FROM HORIZONTAL. THE BRACES SHALL BE SPACED MAXIMUM 4' OC WITH A
MAXIMUM 8' LENGTH. (CRC R802.5.1)
6.87 THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1-1/2" BEARING ON WOOD OR METAL AND NOT
LESS THAN 3" OF BEARING ON MASONRY OR CONCRETE. (CBC 2308.4.2.2 & CRC R802.6)
6.88 ROOF FRAMING MEMBERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 5:1 SHALL BE
PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION. (CRC R802.8)
6.89 RAFTERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 6:1 SHALL BE SUPPORTED
LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS 1"X3" WOOD STRIP NAILED
ACROSS THE RAFTERS OR CEILING JOISTS AT MAXIMUM 8' INTERVALS. (CRC R802.8.1)
6.90 OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST
SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR
RAFTER. SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST LOCATED WITHIN 3' OF THE TRIMMER
JOIST BEARING. WHEN THE HEADER JOIST SPAN EXCEEDS 4' THE TRIMMER JOISTS AND HEADER JOIST SHALL BE DOUBLED
AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTERS FRAMING INTO THE HEADER. APPROVED
HANGERS SHALL BE USED FOR THE HEADER-JOIST TO TRIMMER-JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN
EXCEEDS 6'. TAIL JOISTS OVER 12' LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER
STRIPS MINIMUM 2"x2". (CRC R502.10)
TRUSS FLOOR AND ROOF FRAMING
6.91 THE TRUSS SUPPLIER SHALL PROVIDE CALCULATIONS AND SHOP DRAWINGS OF ALL ROOF TRUSSES. ROOF TRUSSES SHALL
COMPLY WITH T.P.I. SPECIFICATIONS. PRIOR TO TRUSS FABRICATION THE CALCULATIONS AND SHOP DRAWINGS SHALL BE
SUBMITTED TO THE ARCHITECT AND MUNICIPAL JURISDICTION FOR APPROVAL (CBC 2303.4.1 & CRC R802.10.1).
6.92 EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING
INFORMATION LOCATED WITHIN 2' OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD; THE IDENTITY OF THE
COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOAD OF THE TRUSS & THE REQUIRED SPACING OF THE TRUSSES. (CBC
2304 & CRC R802.10)
6.93 WHEN LATERAL BRACING OF WEB MEMBERS IN TRUSSES IS REQUIRED THE LATERAL BRACE SHALL END ON AN EXTERIOR
BEARING WALL OR IN SOLID ROOF SHEATHING. (CBC 2303.4.1.2 & CRC R802.10.3)
6.94 MINIMUM 2" NOMINAL BLOCK REQUIRED BETWEEN TRUSSES AT RIDGE LINES & AT POINTS OF BEARING AT EXTERIOR WALLS.
6.95 MINIMUM 1/2-INCH CLEARANCE REQUIRED BETWEEN TOP PLATES OF INTERIOR NON-BEARING PARTITIONS AND BOTTOM
CHORDS OF TRUSSES.
6.96 ROOF TRUSSES SHALL BE CONNECTED TO SHEAR WALL TOP PLATES WITH BLOCKING BETWEEN THE TRUSSES. (CRC R602.10.8)
6.97 ALL TRUSS SPAN DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO ORDERING AND PURCHASING OF TRUSSES.
ENGINEERED JOIST FRAMING
6.98 PREFABRICATED WOOD I-JOISTS & I-RAFTERS SHALL BE IN ACCORDANCE WITH CBC 2303.1.2, ASTM D5055 & ICC ESR-1153, OAE.
6.99 ALL PSL & LVL ENGINEERED FRAMING LUMBER SHOWN ON THE PLANS TO BE 2.2E PARALLAM (E=2200 KSI) & 1.9E MICROLAM
BEAMS (E=1900 KSI), RESPECTIVELY, AS DESCRIBED IN ICC ESR-1153 & ICC ESR-1387.
GLUED-LAMINATED WOOD TIMBERS
6.100 GLUED-LAMINATED WOOD TIMBERS SHALL BE IN ACCORDANCE WITH CBC 2303.1.3, NSI/AITC A 190.1 AND ASTM D3737.
6.101 GLUED-LAMINATED TIMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE, USING EXTERIOR GLUE, COMBINATION SYMBOL
24F-V4 FOR SIMPLE SPANS & 24F-V8 FOR CONTINUOUS SPAN OR CANTILEVERED MEMBERS, UON. GLUED-LAMINATED TIMBERS
SHALL BE STAMPED WITH A QUALITY MARK INDICATING CONFORMANCE WITH AITC SPECIFICATIONS. MOISTURE CONTENT
SHALL NOT EXCEED 14%.
6.102 WHERE GLUED-LAMINATED TIMBERS ARE EXPOSED TO WEATHER, FABRICATION AND ADHESIVES SHALL BE SUITABLE FOR WET
USE COMPLYING WITH CBC 2303.1.3.1. GLUED-LAMINATED TIMBERS SHALL BE ALASKAN CEDAR ARCHITECTURAL GRADE,
COMBINATION SYMBOL 20F-V12, UON.
6.103 ALL GLUED-LAMINATED WOOD TIMBER SPAN DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.
6.104 GLUED-LAMINATED TIMBERS SHALL BE FABRICATED IN A PLANT WITH AN APPROVED QUALITY CONTROL SYSTEM & AN AITC
FABRICATION LICENSE.
6.105 AN AITC CERTIFICATE OF CONFORMANCE FOR GLUED-LAMINATED TIMBERS IS REQUIRED TO BE SUBMITTED TO THE ARCHITECT
AND/OR STRUCTURAL ENGINEER AND THE MUNICIPAL JURISDICTION PRIOR TO INSTALLATION.
6.106 GLUED-LAMINATED TIMBERS SHALL HAVE A STANDARD CAMBER, UON. RESIDENTIAL APPLICATIONS SHALL USE A STANDARD
CAMBER BASED ON A RADIUS OF 3,500 FEET. COMMERCIAL & INDUSTRIAL APPLICATIONS SHALL USE A STANDARD CAMBER
BASED ON A RADIUS OF 2,000 FEET.
DECK & BALCONY FRAMING
6.107 EXTERIOR LANDINGS, DECKS, BALCONIES, & STAIRS ELEMENTS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY
STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES OR SHALL BE DESIGNED TO BE SELF-SUPPORTING.
ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. (CRC R311.3)
7 ROOFING, THERMAL AND MOISTURE PROTECTION
STANDARDS
7.1
7.2
ALL ROOF COVERING SHALL BE INSTALLED PER APPLICABLE REQUIREMENTS OF CBC 1507. ROOF COVERINGS SHALL BE A
MINIMUM CLASS A RATED IN ACCORDANCE WITH ASTM E 108 OR UL 790, WHICH SHALL INCLUDE COVERINGS OF SLATE, CLAY
OR CONCRETE ROOF TILE, EXPOSED CONCRETE ROOF DECK, FERROUS OR COPPER SHINGLES OR SHEETS.
ROOFING MATERIAL & ITS APPLICATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS, MATERIAL ICC ESR REPORT, &
APPLICABLE CODES. (CBC CHAPTER 15 & CRC CHAPTER 9).
7.3 FLASHING SHALL BE INSTALLED AT WALL & ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF
SLOPE OR DIRECTION, & AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION-
RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019" (26 GALVANIZED SHEET). (CRC R903.2.1)
7.4 A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES
WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERING SHALL BE SHEET METAL OR THE SAME
MATERIAL AS THE ROOF COVERING. (CRC R903.2.2)
INSULATION
7.5
8
BATT, RIGID & OTHER INSULATION TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & APPLICABLE CODES (CBC 720
&1508, CRC R906, 2022 CEC & 2022 CAL GREEN).
DOORS, WINDOWS AND SKYLIGHTS
8.1 DOOR & WINDOW SIZES AND OPERATION SHALL BE AS SHOWN IN THE PLANS AND SCHEDULES.
8.2 ALL DOORS & WINDOWS SHALL BE PROVIDED WITH HARDWARE FOR PROPER OPERATION.
8.3 ALL MANUFACTURED DOORS & WINDOWS MUST MEET ANSI AIR INFILTRATION STANDARDS.
8.4 PROVIDE WEATHERSTRIPPING AROUND ALL EXTERIOR DOORS & WINDOWS AS REQUIRED FOR A WEATHER RESISTIVE BARRIER.
8.5 NEW GLAZING SHALL BE INSTALLED WITH A U-VALUE & SHGC CERTIFICATE ATTACHED SHOWING COMPLIANCE WITH ENERGY
REQUIREMENTS.
8.6 THE DOOR BETWEEN GARAGE & DWELLING SHALL BE A TIGHT FITTING SOLID WOOD DOOR 1- 3/8" IN THICKNESS WITH
SELF-CLOSING ABILITY, UON. (CBC 406.3.2.1)
8.7 PROVIDE SAFETY TEMPERED GLAZING IN ALL DOORS & AS REQUIRED FOR HAZARDOUS LOCATIONS IN CBC §2406.
8.8 EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN A MANNER AS TO MAKE THEM WATERPROOF (CBC 1405.3).
8.9 PROVIDE SKYLIGHTS IN THE SIZES INDICATED ON THE PLANS. INSTALL SKYLIGHTS PER MANUFACTURER'S SPECIFICATIONS &
APPLICABLE CODES. SKYLIGHTS SHALL HAVE AN APPROVED TESTING AGENCY REPORT. (CBC §2405).
9
9.2
FINISHES
9.1 EXTERIOR WALL COVERINGS SHALL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
CBC §1404 (CBC 1404.1) AND CRC §R703 (CRC R703.1)
A MINIMUM 0.019" (# 26 GALVANIZED SHEET GAUGE), CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED
WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE
ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92. THE WEEP SCREED SHALL BE PLACED A MINIMUM 4 INCHES
ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS & SHALL BE OF A TYPE ALLOWING TRAPPED WATER TO DRAIN TO THE
EXTERIOR OF THE BUILDING. (CRC R703.7.2.1)
9.3 FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO
REDIRECT THAT MOISTURE TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND
WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS
WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH
SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. WHERE SELF-ADHERED
MEMBRANES ARE USED AS FLASHINGS OF FENESTRATION IN WALL ASSEMBLIES, THOSE SELF-ADHERED FLASHINGS SHALL
COMPLY WITH AAMA 711. WHERE FLUID APPLIED MEMBRANES ARE USED AS FLASHING FOR EXTERIOR WALL OPENINGS, THOSE
FLUID APPLIED MEMBRANE FLASHINGS SHALL COMPLY WITH AAMA 714. (CBC 1404.4 & CRC R703.4)
9.4 A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT SHALL BE ATTACHED TO STUDS OR SHEATHING OF ALL EXTERIOR
WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER
LAYER MINIMUM 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED MINIMUM 6". THE FELT SHALL BE CONTINUOUS TO
THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MAINTAIN A
WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. (CRC R703.2)
9.5 WHEN CEMENT PLASTER IS INSTALLED OVER SOLID WOOD SHEATHING INSTALL 2 LAYERS GRADE D BUILDING PAPER OVER
WOOD SHEATHING, OAE (CBC SECTION 2510.6).
9.6 INTERIOR WALL COVERINGS SHALL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
CRC §R702 (CRC R702.1)
9.7 USE 1/2" GYPSUM BOARD AT ALL INTERIOR WALLS & CEILINGS. USE 5/8" GYPSUM BOARD WHERE STUDS, JOISTS OR RAFTERS
ARE SPACED 24" OC (CRC R702.3.1.1 & CRC TABLE R702.3.5).
9.8 USE 5/8" TYPE X GYPSUM BOARD AT ALL GARAGE SURFACES COMMON TO THE RESIDENCE, FROM FLOOR TO ROOF SHEATHING
& AT CEILINGS (CBC SECTION 406.3.2.1; CRC TABLE R302.6).
HEADER SIZE
4x4
4x6
4x8
6.58 ALL BEAMS SHALL BE SUPPORTED BY POSTS OR GIRDERS. FOR 4x8 & SMALLER BEAMS A MINIMUM 2-2x4 DF #2 POST SHALL BE
USED, UON. FOR 4x10 & LARGER BEAMS A MINIMUM 4x4 DF #1 POST SHALL BE USED, UON. EACH POST SHALL PROVIDE FULL
BEARING WIDTH FOR THE BEAM IT SUPPORTS, UON.
6.59 ALL POSTS SHALL BE CONTINUED BETWEEN FLOORS WITH SOLID FULL WIDTH BLOCKING AND A POST OF EQUAL OR GREATER
SIZE BELOW, UNTIL A BEAM OR FOUNDATION IS ENCOUNTERED. ALL POSTS INSIDE WALLS MAY BEAR ON THE SOLE OR SILL
PLATE, UON. ISOLATED POSTS SHALL BE SEATED IN A POST OR COLUMN BASE, UON.
6.60 ALL STUD WALLS 8' AND OVER IN HEIGHT SHALL HAVE 2x SOLID, STAGGERED BRIDGING AT MID-HEIGHT (CBC 2308.5.7).
6.61 FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. CRIPPLE WALLS
MORE THAN 4' IN HEIGHT SHALL HAVE STUDS SIZED AS REQUIRED FOR AN ADDITIONAL STORY. CRIPPLE WALLS WITH STUD
HEIGHT LESS THAN 14" SHALL BE SHEATHED ON AT LEAST ONE SIDE WITH A WOOD STRUCTURAL PANEL FASTENED TO BOTH
THE TOP AND BOTTOM PLATES IN ACCORDANCE WITH TABLE R602.3(1), OR THE CRIPPLE WALLS SHALL BE CONSTRUCTED OF
SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATIONS. (CRC R602.9)
SHEAR PANELS
6.62 BUILDINGS WALLS SHALL BE BRACED IN ACCORDANCE WITH THE METHODS ALLOWED PER CBC & CRC. (CBC 2308.6 & CRC
R602.10, CRC R602.10.2, CRC R602.10.4, AND/OR CRC R602.10.5.
6.63 BRACED WALL LINE SPACING. SPACING BETWEEN BRACED WALL LINES SHALL NOT EXCEED 20 FEET OR ALTERNATE
PROVISIONS OF CRC R602.10.1.3.
6.64 THE CUMULATIVE LENGTH OF SHEAR WALLS WITHIN EACH BRACED WALL LINE SHALL MEET THE PROVISIONS OF CRC TABLE
R602.10.1.3(1) FOR WIND LOADS AND CRC TABLE R602.10.1.3(2) FOR SEISMIC LOADS. (CRC R602.10.1.1)
6.65 SHEAR WALLS SHALL BE LOCATED NOT MORE THAN 25 FEET ON CENTER. (CRC R602.10.2.2)
6.66 SHEAR WALLS MAY BE OFFSET OUT-OF-PLAN NOT MORE THAN 4' FROM THE DESIGNATED BRACED WALL LINE AND NOT
MORE THAN 8' FROM ANY OTHER OFFSET WALL CONSIDERED PART OF THE SAME BRACED WALL LINE. (CRC R602.10.1.2)
6.67 SHEAR WALLS SHALL BE LOCATED AT THE ENDS OF EACH BRACED WALL LINE OR MEET THE ALTERNATE PROVISIONS OF CRC
R602.10.2.2.
6.68 SHEAR WALLS SHALL MEET MINIMUM LENGTH REQUIREMENTS OF CRC R602.10.6.5.1.
6.69 CRIPPLE WALLS SHALL BE BRACED PER CRC R602.10.11
6.70 ALL SHEAR WALLS, ROOF DIAPHRAGMS, AND FLOOR DIAPHRAGMS SHALL BE NAILED, WITH COMMON OR GALVANIZED NAILS, TO
SUPPORTING CONSTRUCTION PER THE SHEAR PANEL SCHEDULE AND CRC TABLE R602.3(1). (CRC R604.3)
6.71 ALL VERTICAL JOINTS IN SHEAR WALL SHEATHING SHALL OCCUR OVER, AND BE FASTENED TO, COMMON STUDS. HORIZONTAL
JOINTS IN SHEAR WALLS SHALL OCCUR OVER, AND BE FASTENED TO, MINIMUM 1-1/2-INCH-THICK BLOCKING. (CRC R602.10.10)
6.72 ALL SHEAR WALLS WITH AN ALLOWABLE SHEAR CAPACITY GREATER THAN 350 PLF REQUIRE 3x LUMBER AT THE SILL PLATE
AND ADJACENT PANEL EDGES. A MINIMUM OF 1/2" EDGE DISTANCE FROM THE PANEL EDGE TO THE CENTER OF THE NAIL IS
REQUIRED AT THE 3x LUMBER,
6.73 4x4 POST MINIMUM AT HOLD DOWNS AT THE ENDS OF SHEAR WALLS AND HOLD DOWN CONNECTORS SHALL BE TIGHTENED
JUST PRIOR TO WALL FRAMING COVERING.
6.74 PROVIDE SIMPSON CO ST6236 STRAP HORIZONTAL @ ALL SHEAR WALL DRAG LINES BREAKS & DIAPHRAGM EDGE NAILING, OAE.
6.75 AT FLOOR FRAMING SHEAR WALL PANEL WILL RUN UP TO DTP WITH EDGE NAIL & METAL ANCHOR PER SHEAR WALL SCHEDULE.
9.8
9.9
GYPSUM BOARD ATTACHMENT SHALL BE 6d COOLER OR WALLBOARD NAIL; 1-5/8" LONG; 0.086" RING SHANK; 15/64" HEAD @ 7"
OC OR #6 TYPE S OR W 1-1/4" LONG GYPSUM BOARD SCREWS @ 7" OC @ ALL STUDS, JOISTS, RAFTERS & PLATES. OR
APPROVED EQUAL AS SHOWN IN CRC TABLE R702.3.5 (CBC TABLE 2508.6 & 2508.6.4; CRC TABLE R702.3.5 & CRC TABLE R702.3.6)
ALL SURFACES SHALL BE PAINTED WITH A CLASS III FLAME SPREAD MATERIAL, WITH 1 PRIMER COAT AND 2 FINISH COATS,
EXCEPT FLAME SPREAD PROVISIONS ARE NOT APPLICABLE IN KITCHEN AND BATHROOMS (CBC 803.1).
9.10 SHOWER & TUB/SHOWER COMBINATIONS WALLS MUST BE FINISHED TO A HEIGHT OF 72" ABOVE THE DRAIN INLET WITH A
SMOOTH, HARD, NON- ABSORBENT SURFACE MATERIAL (CBC SECTION 1209.2.3).
9.11 USE AN APPROVED BASE MATERIAL AT BATHTUB & SHOWER WALLS AND USE ASPHALTIC MEMBRANE MATERIAL AT SHOWER
FLOORS & UP WALLS TO PROVIDE A WATERPROOF UNDERLAYMENT (CBC SECTION 1209.2).
9.12 PAINTED OR STAINED WOOD BASE BOARD SHALL BE PROVIDED AT THE BASE OF ALL INTERIOR WALLS EXCEPT WHERE
MOISTURE RESISTANCE IS REQUIRED. PAINTED OR STAINED WOOD CASING SHOULD BE PROVIDED AT ALL INTERIOR OPENINGS
AND AT THE INTERIOR SIDE OF EXTERIOR OPENINGS. THIS MAY BE SUPERCEDED IF SPECIFIC DETAILS ARE PROVIDED ON THE
PLANS FOR BASEBOARD AND CASING DIFFERENT FROM THIS SPECIFICATION.
10 SPECIALTIES
FIREPLACES
10.1 CONSTRUCTION OF MASONRY FIREPLACES AND/OR CHIMNEYS, CONSISTING OF CONCRETE OR MASONRY, SHALL BE IN
ACCORDANCE WITH CBC §2111 & CBC §2113 (CBC 2111.1 & 21113.1) AND CRC §R1001 & CRC §1003 (CRC R1001.1 & CRC R1003.1)
10.2 FACTORY-BUILT ELECTRIC FIREPLACES SHALL BE LISTED & LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
CONDITIONS OF THE LISTING AND APPLICABLE BUILDING CODES.
10.3 CHIMNEY CLEARANCE OF MINIMUM 2-FOOT REQUIRED ABOVE BUILDING WITHIN 10-FOOT HORIZONTALLY OF CHIMNEY. THE
CHIMNEY SHALL EXTEND MINIMUM 3 FEET ABOVE HIGHEST POINT WHERE CHIMNEY PASSES THROUGH ROOF. (CRC R1003.9)
10.4 DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF CHIMNEYS, WITH CODE APPROVED SPARK
ARRESTORS, FOR FACTORY-BUILT FIREPLACES EXCEPT WHERE THE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE
SPECIFIC FACTORY-BUILT FIREPLACE SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
(CRC R1004.3 & R1005.2)
INTERIOR ACCESSORIES
10.7 EACH BATHROOM SHALL HAVE A MINIMUM OF 1 TOWEL BAR, ROBE HOOK AND BATH TISSUE HOLDER.
10.8 EACH CLOSET SHALL HAVE A SHELF AND POLE AS SHOWN IN THE PLANS. DOUBLE SHELF AND POLE AT WALK IN CLOSETS, TYP.
11 EQUIPMENT
11.1 ALL ELECTRIC APPLIANCES SHALL COMPLY WITH THE CURRENT CEC TITLE 20, DIVISION 2, CHAPTER 4, ARTICLE 4, SECTIONS
1601-1609, APPLIANCE EFFICIENCY STANDARDS. APPLIANCES MUST HAVE THE CALIFORNIA ENERGY COMMISSION SEAL
ATTACHED FOR APPROVAL BEFORE INSTALLATION. (CEC 110.1)
11.2 SEE T24 DOCUMENTATION SHEETS AND CALCULATIONS FOR MORE INFORMATION ON WATER HEATING, SPACE HEATING, AND
COOLING EQUIPMENT SPECIFICATIONS AND REQUIREMENTS.
12 FURNISHINGS
12.1 INSTALL KITCHEN, BATH & OTHER CABINETS AS SHOWN ON THE DRAWINGS. CABINET TYPE, FINISH & DESIGN TO BE AS SHOWN
ON THE DRAWINGS OR AS SELECTED BY THE PROJECT OWNER.
12.2 INSTALL KITCHEN, BATH & OTHER CABINET COUNTERTOPS & SPLASHES AS SHOWN ON THE DRAWINGS. COUNTERTOP &
SPLASH TYPE, FINISH & DESIGN TO BE AS SHOWN ON THE DRAWINGS OR AS SELECTED BY THE PROJECT OWNER.
13 SPECIAL CONSTRUCTION & ENERGY REQUIREMENTS
13.1 COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2022 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS
PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE
AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE
PROJECT OWNER.
14 PLUMBING
STANDARDS
14.1 THE PLUMBING SYSTEM INSTALLATION & OPERATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS & SHALL MEET
CALIFORNIA BUILDING, RESIDENTIAL & PLUMBING CODE REQUIREMENTS. (CBC, CRC, CPC)
14.2 PROVIDE A MINIMUM CLEARANCE OF 30" WIDE BY 24" DEEP IN FRONT OF WATER CLOSETS. (CPC 402.5)
14.3 SHOWER COMPARTMENTS SHALL HAVE MINIMUM AREA OF 1024 SQUARE INCHES & BE ABLE TO ENCOMPASS A 30" ⌀ CIRCLE.
SHOWER DOORS SHALL HAVE A MINIMUM 22-INCH UNOBSTRUCTED WIDTH. (CPC 408.5 AND CPC 408.6)
14.4 ALL PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING WATER CONSERVING REQUIREMENTS PER
CALGREEN 4.303.1 & CPC 401.3:
A.
B.
C.
D.
E.
F.
WATER CLOSETS: MAXIMUM 1.28 GALLONS PER FLUSH
URINALS: MAXIMUM 0.5 GALLONS PER FLUSH EXCEPT WALL MOUNTED URINALS AT 0.125 GALLONS PER FLUSH
SINGLE SHOWERHEADS: MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 80 PSI
MULTIPLE SHOWERHEADS SERVING ONE SHOWER: MAXIMUM COMBINED FLOW RATE OF 1.8 GALLONS PER MINUTE AT 80 PSI
LAVATORY FAUCETS: MAXIMUM FLOW RATE OF 1.2 GALLONS PER MINUTE AT 60 PSI, MINIMUM FLOW RATE OF 0.8 GALLONS PER
MINUTE AT 20 PSI
KITCHEN FAUCETS: MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI
EXEMPTION TO F: TEMPORARY INCREASE ALLOWED TO MAXIMUM 2.2 GALLONS PER MINUTE AT 60 PSI IF FAUCET DEFAULTS
BACK TO MAXIMUM 1.8 GALLONS PER MINUTE AT 60 PSI
14.5 FOR ADDITIONS OR IMPROVEMENTS TO A RESIDENCE BUILT BEFORE 1994 - EXISTING “NONCOMPLIANT” FIXTURES (TOILETS THAT
USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE GALLON OF WATER PER FLUSH, SHOWER
HEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT
MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE
BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407.
14.6 ALL HOT WATER PIPING SIZED ¾” OR LARGER IS REQUIRED TO BE INSULATED AS FOLLOWS: 1” PIPE SIZE OR LESS: 1’’ THICK
INSULATION; LARGER PIPE SIZES REQUIRE 1½” THICK INSULATION. NOTE: IN ADDITION, THE ½” SIZE HOT WATER PIPE TO THE
KITCHEN SINK IS REQUIRED TO BE INSULATED. (CPC 609.11 & CEC 120.3)
14.7 BATHTUBS AND WHIRLPOOL BATHS SHALL BE PROVIDED WITH A TRAP DOOR OR ACCESS WITHIN 20 FEET OF THE PUMP. (CPC
409.6)
PROTECTIONS
14.8 A MINIMUM OF TWO 3/4" BY 24 GAUGE STRAPS ARE REQUIRED AROUND TANK WATER HEATERS, WITH 1/4" BY 3" LAG BOLTS
ATTACHED DIRECTLY TO FRAMING. STRAPS SHALL BE AT POINTS WITHIN UPPER 1/3 & LOWER 1/3 THIRD OF THE WATER
HEATER VERTICAL DIMENSION. LOWER CONNECTION SHALL OCCUR A MINIMUM OF 4" ABOVE CONTROLS. (CPC 507.2)
14.9 PROVIDE IMPACT PROTECTION OF APPLIANCES IN GARAGES. WATER HEATERS & HEATING/COOLING EQUIPMENT SUBJECT TO
VEHICULAR IMPACT SHALL BE PROTECTED BY BOLLARDS OR AN EQUIVALENT MEASURE. (CPC 507.13.1 & CMC 305.11)
14. 10 PROVIDE RAISED PLATFORM FOR APPLIANCES IN GARAGES. WATER HEATERS AND HEATING/COOLING EQUIPMENT CAPABLE OF
IGNITING FLAMMABLE VAPORS SHALL BE PLACED ON A MINIMUM 18" HIGH PLATFORM UNLESS LISTING REPORT NUMBER
PROVIDED SHOWING IGNITION RESISTANT APPLIANCE. (CBC 406.2.9.1, CPC 507.13 & CMC 305.1)
14. 11 IN SHOWERS, TUB-SHOWER COMBINATIONS, BATHTUBS & WHIRLPOOL BATHTUBS, CONTROL VALVES MUST BE PRESSURE
BALANCED OR THERMOSTATIC MIXING VALVES (CPC SECTION 408.3).
14. 12 ALL HOSE BIBBS & LANDSCAPE IRRIGATION SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES. (CPC 603.3)
15 MECHANICAL AND VENTILATION
STANDARDS
15.1 ALL BATHROOMS, LAUNDRY ROOMS & SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION OR A MECHANICAL
VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. ALL SUCH ENERGY STAR COMPLIANT FAN SYSTEMS
EXHAUSTING AIR FROM THE BUILDING ENVELOPE TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS
INSTALLED TO PREVENT AIR LEAKAGE (CBC 1202.5.2.1 & CMC 402.5 CALGREEN 4.506).
15.2 CLOTHES DRYER SHALL BE VENTED OUTSIDE THE BUILDING ENVELOPE. USE 4"⌀ SHEET METAL PIPE MINIMUM WITH A
MAXIMUM PIPE LENGTH OF 14'- 0" WITH TWO 90 DEGREE ELBOWS (CMC SECTION 504.4).
15.3 THE DISCHARGE POINT FOR EXHAUST AIR WILL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO
OCCUPIED PORTIONS OF THE BUILDING. (CMC 502.2.2)
15.4 ATTIC VENTING AREA SHALL BE NOT LESS 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE
1/300 PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS LOCATED IN THE UPPER
PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE EAVE & CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
VENTING PROVIDED BY EAVE & CORNICE VENTS (CBC SECTION 1202.2.1).
15.5 VENT OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANCE METAL MESH WITH OPENINGS 1/8" IN DIMENSION
MAXIMUM. (CBC SECTION 1202.2.2)
15.6 PASSAGEWAY TO THE MECHANICAL EQUIPMENT IN ATTIC OR UNDER FLOOR SHALL BE UNOBSTRUCTED & HAVE CONTINUOUS
SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN 20' IN LENGTH THROUGH THE SPACE TO A 30" SQUARE WORK
PLATFORM WITH A LIGHT FIXTURE AND OUTLET. (CMC 304.4)
MECHANICAL VENTILATION AND INDOOR AIR QUALITY (ASHRAE 62.2-2010)
15.7 VENTILATION AIR SHALL BE PROVIDED DIRECTLY FROM THE OUTDOORS AND NOT AS TRANSFER AIR FROM ADJACENT
DWELLING UNITS OR OTHER SPACES, SUCH AS GARAGES, UNCONDITIONED CRAWLSPACES, OR UNCONDITIONED ATTICS.
(CBEES 150.0(O))
15.8 VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON
HOW TO OPERATE THE SYSTEM. (CBEES 150.0(O))
15.9 COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING.
(CBEES 150.0(O))
15. 10 THE WALL AND OPENINGS BETWEEN OCCUPIABLE SPACES & THE GARAGE SHALL BE SEALED. HVAC SYSTEMS THAT INCLUDE
AIR HANDLERS OR RETURN DUCTS LOCATED IN GARAGES SHALL HAVE TOTAL AIR LEAKAGE OF NO MORE THAN 6% OF TOTAL
FAN FLOW WHEN MEASURED AT 0.1 IN. W.C. USING CALIFORNIA TITLE 24 OR EQUIVALENTS. (CBEES 150.0(O))
15. 11 MECHANICAL SYSTEMS SUPPLYING AIR TO OCCUPIABLE SPACE THROUGH DUCTWORK SHALL BE PROVIDED WITH A FILTER
HAVING A MINIMUM EFFICIENCY OF MERV 6 OR BETTER. (CBEES 150.0(O))
15. 12 AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE-BUILDING VENTILATION REQUIREMENT OR THE LOCAL
VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND. (CBEES 150.0(O))
A. ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.
B. INTERMITTENTLY OPERATED WHOLE-BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.
C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT MAXIMUM OF 3.0 SONE, UNLESS THEIR MAXIMUM
RATED AIRFLOW EXCEEDS 400 CFM.
D. REMOTELY LOCATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED NOT MEET SOUND
REQUIREMENTS IF AT LEAST 4' OF DUCTWORK BETWEEN FAN AND INTAKE GRILL.
16 ELECTRICAL
STANDARDS
16.1 ALL ELECTRICAL INSTALLATION SHALL MEET 2022 CALIFORNIA ELECTRICAL CODE REQUIREMENTS. (CEC)
16.2 PROVIDE UFER GROUND AT ELECTRIC SERVICE LOCATION IN FOUNDATION. GROUND SHALL BE A 20' LONG #4 REINFORCING
BAR, OAE. (CEC 210.50(3) ONE SHOULD BE PROVIDED AT EACH SEPARATE STRUCTURE ON THE PROPERTY.
POWER
16.3 RECEPTACLE OUTLET LOCATION PER CEC ARTICLE 210 BRANCH CIRCUITS, SECTION 210.52. (CEC 210.52)
16.4 ELECTRICAL CIRCUITS IN BEDROOMS, LIVING ROOMS, DINING ROOMS, DENS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS MUST
BE PROTECTED BY ARC FAULT CIRCUIT INTERRUPTERS (AFCI). (CEC 210.12)
16.5 GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS ARE REQUIRED IN BATHROOMS, AT KITCHEN COUNTERTOPS, AT
LAUNDRY AND WET BAR SINKS, IN GARAGES, IN CRAWLSPACES, IN UNFINISHED BASEMENTS, & OUTDOORS. (CEC 210.8)
16.6 BATH RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20 AMP CIRCUIT. SUCH CIRCUITS SHALL HAVE NO
OTHER OUTLETS. THIS CIRCUIT MAY SERVE MULTIPLE BATHS (CEC 210-52(D)).
16.7X TAMPER RESISTANT RECEPTACLES ARE REQUIRED FOR ALL LOCATIONS DESCRIBED IN 210.52 (I.E. ALL RECEPTACLES IN A
DWELLING). (CEC 406.12)
16.8 WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP, WET OR EXTERIOR LOCATIONS. (CEC 210-52(E)).
16.9 OUTLETS WILL BE WITHIN 6' OF ANY OPENING & NOT TO EXCEED A SPACING OF 12' A PART. ANY ISOLATED WALL 2' OR WIDER
TO HAVE AN OUTLET. (CEC 210.52)
LIGHTING
16. 10 INSTALLED LUMINAIRES SHALL MEET THE EFFICACY & FIXTURE REQUIREMENTS OF CBEES 150.0(K).
16. 11 ALL LUMINAIRES INSTALLED IN LOW-RISE RESIDENTIAL CONSTRUCTION MUST BE HIGH EFFICACY. PERMANENTLY INSTALLED
LUMINAIRES INCLUDE CEILING LUMINAIRES, CHANDELIERS, VANITY LAMPS, WALL SCONCES, UNDER CABINET LUMINAIRES, AND
ANY OTHER TYPE OF LUMINAIRE THAT IS ATTACHED TO THE HOUSE. PERMANENTLY INSTALLED LUMINAIRES INCLUDE HARD
WIRED OR PLUG-IN LUMINAIRES. (CEC 6.2)
16. 12 ALL PERMANENTLY INSTALLED LUMINAIRES WITH INTERCHANGEABLE LAMPS MUST CONTAIN LAMPS THAT COMPLY WITH THE
REQUIREMENTS OF, AND BE MARKED AS, JA8-2019 HIGH EFFICACY LUMINAIRES. (CEC 6.2.1 & 6.2.2)
16. 13 LIGHT SOURCES MUST BE MARKED JA8-2016-E OR JA8-2019-E IF THEY ARE INSTALLED IN ENCLOSED OR RECESSED LUMINAIRES.
AN ENCLOSED LUMINAIRE IS DEFINED AS HAVING VENTILATION OPENINGS < 3 SQUARE INCHES PER LAMP. (CEC 6.2.3)
16. 14 AT LEAST ONE LUMINAIRE IN EACH BATHROOM, GARAGE, LAUNDRY ROOM, AND UTILITY ROOM MUST BE CONTROLLED BY A
VACANCY SENSOR. PRESET SCENE CONTROLLERS AND EMCS CAN TAKE THE PLACE OF SENSORS AND DIMMERS AS LONG AS
THE FUNCTIONALITY MEETS THE ENERGY CODE REQUIREMENTS. (CEC 6.3.1 F)
16. 15 RECESSED LIGHTS SHOWN IN SLOPED CEILINGS SHALL BE A MODEL DESIGNED TO PROVIDE A PERPENDICULAR LIGHT SOURCE
IN A SLOPED CEILING.
16. 16 ALL EXTERIOR PROJECT LIGHTING SHALL COMPLY WITH THE LIGHTING ORDINANCE OF THE GOVERNING MUNICIPALITY.
16. 17 ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY, OAE (CEC 6.5.1)
16. 18 ALL EXTERIOR LIGHTING MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND ONE OF THE FOLLOWING
AUTOMATIC CONTROL TYPES:
A. PHOTO CONTROL AND MOTION SENSOR; OR
B. PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL; OR
C. ASTRONOMICAL TIME CLOCK CONTROL THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHT OFF DURING DAYLIGHT HOURS;
OR
D. EMCS THAT PROVIDES THE FUNCTIONALITY OF AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS
SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, & IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHT
OFF DURING DAYLIGHT HOURS. (CEC 6.5.2)
16. 19 A COMPLETE LIST OF INSTALLED LIGHTING SYSTEMS, INCLUDING THE LIGHTING SCHEDULE, ALL INFORMATION NECESSARY TO
OPERATE AND MAINTAIN THE LIGHTING SYSTEM, AND REFERENCES TO SUPPORT FUTURE UPGRADES TO THE LIGHTING
SYSTEM, MUST BE PROVIDED TO THE HOMEOWNER PRIOR TO A FINAL INSPECTION. (CEC 6.9.1)
16. 20 FORM CF2R-LTG-01-E MUST BE COMPLETED & A COPY BE PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. (CEC 6.8.1)
SAFETY
16. 21 SMOKE DETECTORS ARE REQUIRED IN EACH EXISTING SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF SLEEPING ROOMS, & ON EACH STORY OF A DWELLING INCLUDING BASEMENTS. BATTERY-OPERATED
DETECTORS ARE ACCEPTABLE IN EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE & IN ALTERATIONS NOT RESULTING
IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES & WITHOUT ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC
R314.3)
16. 22 SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING & SHALL BE EQUIPPED WITH A
BATTERY BACKUP. SMOKE DETECTORS MAYBE SOLELY BATTERY POWERED WHEN INSTALLED IN EXISTING BUILDINGS. (CRC
R314.6)
16. 23 CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF
SLEEPING ROOMS & ON EACH STORY OF A DWELLING INCLUDING BASEMENTS. BATTERY-OPERATED DETECTORS ARE
ACCEPTABLE IN EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE & IN ALTERATIONS NOT RESULTING IN REMOVAL OF
INTERIOR WALL OR CEILING FINISHES & WITHOUT ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC R315.3)
16. 24 CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING
SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER-CURRENT
PROTECTION. (CRC R315.6)
16. 25 WHERE MORE THAN ONE SMOKE , CARBON MONOXIDE OR COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IS REQUIRED,
THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL THE ALARMS IN
THE RESIDENCE. (CRC R314.4 & R315.5)
16. 26 COMBUSTIBLE INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED MINIMUM 3 INCHES FROM
RECESSED LUMINAIRES, FAN MOTORS, AND OTHER HEAT-PRODUCING DEVICES. (CRC R302.14)
2021 WASHINGTON
2021 WASHINGTON
2021 WASHINGTON
2021 WASHINGTON
(SBCC/WAC)
(SBCC/WSEC)
A1.1
83.98 ft
S84° 52' 37"W
205 ft
N0° 59' 11"W
19.56 ft
N82° 48' 24"E
85.74 ft
S1° 16' 23"E
64 ft
N84° 49' 18"E
120 ft
S1° 0' 46"EN
5'
12'
12'-3"
9'-1"
10'
4'10'-7"14'-5"
4'-11"
2'-6"
2'-11"
4'-4"
23'-4"
22'-10"
4'
15'-7"
20'-8"
15'
3020 SQ FT
244 SQ FT
147 SQ FT
281 SQ FT
109 SQ FT
120 SQ FT
122 SQ FT
48 SQ FT
32 SQ FT
512 SQ FT
162 SQ FT
227 SQ FT
170 SQ FT
72 SQ FT
74 SQ FT
67 SQ FT
54 SQ FT
103 SQ FT
7 SQ FT
48 SQ FT
84 SQ FT
123 SQ FT
83 SQ FT
106 SQ FT
109 SQ FT
117 SQ FT
121 SQ FT
12 SQ FT
11 SQ FT
19 SQ FT
70 SQ FT
LIVING AREA
BEDROOM A
BEDROOM B BEDROOM C
LIVING
BATH
HALL
FOYER
DINING
KITCHEN
BEDROOM D
STORAGE
LAUNDRY
STORAGE
KITCHEN
BATH
BEDROOM 1
BATH
GARAGE
SHOP
DINING
LIVING 2
DECK
DECK
BEDROOM E
BEDROOM F
CLOSET
CLOSET
DECK
HALL
W MARION ST
INFILL DOOR /W
2X4 FIRE WALL
LAUNDRY
WALL MOUNTED VENTILATION
SEE DETAILS ON PAGE
LOT COVERAGE
LOT AREA 11,761.20 S.F.
EXISTING BLDG. AREA
EXISTING COVERED PORCH
EXISTING UNCOVERED DECK
REMOVE EXISTING STORAGE
EXISTING RAMP
PROPOSED ADDITION
TOTAL AREA
3,153.75 S.F.
22.00 S.F.
205.20 S.F.
-150.50 S.F.
138.17 S.F.
276.20 S.F.
3,795.32 S.F.
3,795.32 S.F. / 11,761.20 S.F. = 32%
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
SITE PLAN
SIT E PLAN
1/8" = 1'-0"
BUILDING DESCRIPTION:
SINGLE FAMILY RESIDENT
YEAR BUILT /2005
4 BEDROOMS / 3 BATHROOM
LOT SIZE: 11,761.20 SQ FT
BUILDING SIZE: 2,529 SQ FT
ATTACHED GARAGE 589 SQ FT
PLAN NOTES ( Note circled items on
plan drawings )
1. SMOKE DETECTORS ARE
POWERED BY BUILDING WIRING
AND
BATTERY BACKUP WITH APPROVED
CARBON DIOXIDE DETECTOR.
2. VENTILATION: FULL BATH
EXHAUST FAN: BROAN LIGHT/FAN
MODEL #S120L, 120 CFM, VENTED
TO OUTSIDE. PROVIDE GFCI
BRANCH CIRCUIT WIRING AS
REQUIRED BY MANUFACTURER.
LAUNDRY, POWDER ROOM
EXHAUST FANS: NUTONE QT80, 80
CFM,
VENT TO OUTSIDE. KITCHEN:
RANGE HOOD, MINIMUM 200 CFM,
VENTED TO OUTSIDE.
1.The Designer will in no way be responsible for how the work is performed, safety in,
on or about the job site, nor means, methods, or timeliness in the performance of the
work.
2.These construction documents are based on observation and documentation of
existing conditions by the Designer and from information provided by the Owner. The
Designer makes no claim to the accuracy of such observation. Should the Contractor
encounter field conditions which vary from these construction documents which effect the
intent of these drawings or the contract/subcontract sum, the Designer shall be notified
immediately. The Contractor shall verify dimensions against field conditions. All trades
shall verify at the project site, conditions and measurements related to their work.
BUILDING
DESCRIPTION
:
1-STORY EXISTING RESIDENTIAL BUILDING
YEAR BUILT / 1953
OCCUPANCY R-3/U
CONSTRUCTION TYPE V-B
3 BEDROOMS / 1 BATHROOM
PROJECT
DESCRIPTION
:
LOT SIZE:
BUILDING SIZE:
EXTEND EXISTING RESIDENT & ADD MASTER BDRM
ENLARGE KITCHEN 750 SQ FT
7,300 S.F.
1,130 SQ FT1ST FLOOR EXISTING RESIDENCE
1,880 S.F. TOTAL NET AREA
EXTERIOR SPACES:
GARAGE
DRIVEWAY
& WALKWAY
268 S.F
329 SQ FT
TOTAL IMPERVIOUS:
EXISTING HOUSE
EXISTING GARAGE
EXISTING
DRIVEWAY &
WALKWAY
2529 SQ FT
329 SQ FT
TOTAL NET AREA2,555 SQ FT
ALLOWED COVERAGE 35%
ADDITION:
268 SQ FT
78 SQ FT
750 SQ FT
ADDITION:276 SQ FT
78 SQ FT
PARCEL:
00560500001204
A1.2
IMPERVIOUS AREA
LOT AREA 11,761.20 S.F.
EXISTING HOUSE = ROOF EAVES
REMOVING EXIST STORAGE
EXISTING DRIVEWAY
REMOVE WALK-WAY
EXISTING DECK
EXISTING RAMP
TOTAL AREA
3,639.00 S.F.
00.00 S.F.
2,656.85 S.F.
439.00 S.F.
164.00 S.F.
129.42 S.F.
3,795.32 S.F.
7,027.85 S.F. / 11,761.20 S.F. = 60%
BCB96
BCB100
CDT865S - Dishwasher
SB18R
BCB78
SB54
B71
B30
SB18L
BCB96
BCB100
CDT865S - Dishwasher
SB18R
BCB78
SB54
B71
B30
SB18L
2840DH2840DH
5040LS
6068
5040LS
5040LS
2840DH
5040LS
3068
2840DH2840DH2840DH
16080
2840DH2840DH
3068
4068
2568
3568
3068
4068
2168
7068 5268
51168
2368
3068
21068
3068
3068
4368
3068
3068
21068
3068
3068
2368
2768
2668
21168
4268
2668
UP
2'-1 13/16"
4'-1 3/16"
2'-3"
1'-10 15/16"
2'-6"
2702 SQ FT
244 SQ FT
190 SQ FT
281 SQ FT
97 SQ FT
120 SQ FT
122 SQ FT
48 SQ FT
512 SQ FT
147 SQ FT
250 SQ FT
170 SQ FT
72 SQ FT
74 SQ FT
67 SQ FT
54 SQ FT
103 SQ FT
7 SQ FT
48 SQ FT
84 SQ FT
123 SQ FT
83 SQ FT
19 SQ FT
109 SQ FT
117 SQ FT
12 SQ FT
LIVING AREA
BEDROOM A
BEDROOM B BEDROOM C
LIVING
BATH
HALL
FOYER
DINING
KITCHEN
BEDROOM D
STORAGE
LAUNDRY
STORAGE
KITCHEN
BATH
BEDROOM 1
BATH
GARAGE
SHOP
DINING
LIVING 2
DECK
DECK
REMOVED CLOSET
INFILL DOOR /W
2X4 FIRE WALL
CLOSET
LAUNDRY
SHED WILL BE REMOVED
SHED
Wall Legend
PROPOSED 2X4 PARTITION WALL
EXISTING 2X4 PARTITION WALL
EXISTING 2X6 WALL
PROPOSED WORK DONE IN THIS
AREA ONLY
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
EXIST ING FLOOR PLAN
1/4" = 1'-0"
Wall Legend
PROPOSED 2X4 PARTITION WALL
EXISTING 2X4 PARTITION WALL
EXISTING 2X6 WALL
PROPOSED WORK DONE IN THIS
AREA ONLY
REMOVE 2X4 PARTITION WALL
NONE LOADBEARING WALL
PROPOSED 2X6 WALL
A2.0
BUILDING
DESCRIPTION
:
1-STORY EXISTING RESIDENTIAL BUILDING
YEAR BUILT / 1953
OCCUPANCY R-3/
UCONSTRUCTION TYPE V-B
3 BEDROOMS / 1 BATHROOM
PROJECT
DESCRIPTION:
LOT SIZE:
BUILDING SIZE:
EXTEND EXISTING RESIDENT & ADD MASTER BDRM
ENLARGE KITCHEN 750 SQ FT
7,300 S.F.
1,130 SQ FT1ST FLOOR EXISTING RESIDENCE
1,880 S.F. TOTAL NET AREA
EXTERIOR SPACES:
GARAGE
DRIVEWAY
& WALKWAY
268 S.F
329 SQ FT
TOTAL IMPERVIOUS:
EXISTING HOUSE
EXISTING GARAGE
EXISTING
DRIVEWAY &
WALKWAY
1,130 SQ FT
329 SQ FT
TOTAL NET AREA2,555 SQ FT
ALLOWED COVERAGE 35%
ADDITION:
268 SQ FT
78 SQ FT
750 SQ FT
ADDITION:750 SQ FT
78 SQ FT
ENERGY PLUS
Grill: 9"W x 12"H x 5/8"D • Rough-in: 8"W x 10-1/8"H x 4"D
Heater assemblies require CC or CCSM wall can and grill kit
PART
65215
65203
65204
65208
65209
MODEL
CEC163TW
CE083T
CE163T
CE162T
CE168T
DESCRIPTION
Complete unit with controller, wall can and grill
Heater assembly multi-volt with controller
“
Heater assembly single-volt with controller
“
WALL HEATER ACCESSORIES (MODEL CE)
MODELPART
67061
67060
69110
69111
65252
67105
67115
DESCRIPTION
CC
CC10
CCSMB
CCSMW
CEGW
CAMW
SAMW
WATTS
1000/1600/1500
500/800/750
1000/1600/1500
1600
1600
VOLTS
120/240/208
120/240/208
120/240/208
240
208
AMPS
8.3/6.7/7.2
4.2/3.3/3.6
8.3/6.7/7.2
6.7
7.7
¾"
(1.9 cm)Min.
Side
Wall can for models CS, CM, CE, CB or HW, single or 10-pack
Surface mount wall can for models CS, CM, CE or HW, single pack, 9-13/16"W x 12-3/4"H x 4-13/16"D, black or white
Grill kit for model CE, single pack, white 12"
Adapter plate for models CS, CM, CE or CB, 18-1/2"W x 22"H, white
Adapter plate for model CS, CM, CE or CB, 12"W x 21-1/4"H, white
73 30.5cm
111/8
"
28.3cm
3¼"
8.3cm
Grill Front Wall Can Side WT/LBS
2.8
22.5
4.4
10"
25.4cm
1.5
3.5
2
BTUS
3415/5460/5120
1710/2730/2560
3415/5460/5120
5460
5460
WT/LBS
8.1
4.4
4.4
4.4
4.4
PARED
ADYACENTE
TABLE M1507.3.3(1), 403.8.1, 2A
(Square Feet)
<1,500
1,501 – 3,000
3,001 – 4,500
4,501 – 6,000
6,001 – 7,500
>7,501
0 ‐ 1
30
45
60
75
90
105
NUMBER OF BEDROOMS
2 ‐ 3 4 ‐ 5
45
60
75
90
6 ‐ 7
Airflow in CFM
60
75
90
105
120
105
120
135
TABLE R403.5.1
MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION
Range Hood
In‐line fan
Bathroom, utility room
Bathroom, utility room
AIR FLOW
RATE
MINIMUM
(CFM)
Any
Any
10
90
MINIMUM
EFFICACY
(CFM / WATT)
2.8 cfm/watt
2.8 cfm/watt
1.4 cfm/watt
2.8 cfm/watt
TABLE M1507.3.3(2)
INTERMITTENT WHOLE‐HOUSE MECHANICAL VENTILATION RATE FACTORS a,b
Run‐Time Percentage in Each
Factor
25% 33% 50% 66% 75% 100%
34 2 1.5 1.3 1
a. For ventilation system run‐time values between those given, the factors are permitted to be determined by interpolation.
b. Extrapolation beyond the table is prohibited
AIR FLOW
RATE
MAXIMUM
(CFM)
Any
Any
<90
Any
Specified
Volume from
Table 403.8.1
50‐90 cfm
90‐150 cfm
150‐120 cfm
250‐400 cfm
75
90
105
120
135
150
>7
90
105
120
135
150
165
TABLE 403.8.5.2
PRESCRIPTIVE SUPPLY FAN DUCT SIZING
Minimum
Smooth Duct
Diameter
4 inch
5 inch
6 inch
7 inch
Minimum
Flexible Duct
Diameter
5 inch
6 inch
7 inch
8 inch
FV-0511VQ1
FV-1115VQ1
FV-0511VQC1
Ventilating Fan
Model No.
Representative models:
FV-0511VQ1
FV-1115VQ1
FV-0511VQC1
83.98 ft
S84° 52' 37"W
N0° 59' 11"W
64 ft
N84° 49' 18"E
120 ft
S1° 0' 46"EN
5'
12'
12'-3"
9'-1"
10'
4'10'-7"14'-5"
4'-11"
2'-6"
2'-11"
4'-4"
4'
15'-7"
20'-8"
15'
244 SQ FT
147 SQ FT
281 SQ FT
109 SQ FT
120 SQ FT
122 SQ FT
48 SQ FT
32 SQ FT
512 SQ FT
162 SQ FT
227 SQ FT
170 SQ FT
72 SQ FT
74 SQ FT
67 SQ FT
54 SQ FT
103 SQ FT
7 SQ FT
48 SQ FT
84 SQ FT
123 SQ FT
83 SQ FT
106 SQ FT
109 SQ FT
117 SQ FT
121 SQ FT
12 SQ FT
11 SQ FT
19 SQ FT
70 SQ FT
BEDROOM A
BEDROOM B BEDROOM C
LIVING
BATH
HALL
FOYER
DINING
KITCHEN
BEDROOM D
STORAGE
LAUNDRY
STORAGE
KITCHEN
BATH
BEDROOM 1
BATH
GARAGE
SHOP
DINING
LIVING 2
DECK
DECK
BEDROOM E
BEDROOM F
CLOSET
CLOSET
DECK
HALL
W MARION ST
INFILL DOOR /W
2X4 FIRE WALL
LAUNDRY
WALL MOUNTED VENTILATION
SEE DETAILS ON PAGE
Wall Legend
PROPOSED 2X4 PARTITION WALL
EXISTING 2X4 PARTITION WALL
EXISTING 2X6 WALL
PROPOSED WORK DONE IN THIS
AREA ONLY
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
PROPOSED FLOOR PLAN
1/4" = 1'-0"
THIS DRAWING WILL BE USE TO CLARIFY PROPOSED FLOOR PLAN1.The Designer will in no way be responsible for how the work is performed, safety in,
on or about the job site, nor means, methods, or timeliness in the performance of the
work.
2.These construction documents are based on observation and documentation of
existing conditions by the Designer and from information provided by the Owner. The
Designer makes no claim to the accuracy of such observation. Should the Contractor
encounter field conditions which vary from these construction documents which effect the
intent of these drawings or the contract/subcontract sum, the Designer shall be notified
immediately. The Contractor shall verify dimensions against field conditions. All trades
shall verify at the project site, conditions and measurements related to their work.
BUILDING
DESCRIPTION:
1-STORY EXISTING MOTHER-IN-LAW UNIT
YEAR BUILT / 1968
OCCUPANCY R-3/U
CONSTRUCTION TYPE V-B
4 BEDROOMS / 2.75 BATHROOM
PROJECT
DESCRIPTION:
LOT SIZE:
BUILDING SIZE:
EXTEND EXISTING RESIDENT & ADD 2 NEW ROOMS
263 SQ FT
11,970 S.F.
2,000 SQ FT1ST FLOOR EXISTING RESIDENCE
2,263 S.F. TOTAL NET AREA
EXTERIOR SPACES:
GARAGE
DRIVEWAY
& WALKWAY
550 S.F
2,629 SQ FT
TOTAL IMPERVIOUS:
EXISTING HOUSE
EXISTING GARAGE
EXISTING
DRIVEWAY &
WALKWAY
2,000 SQ FT
1,851 SQ FT
TOTAL NET AREA5,442 SQ FT
ALLOWED COVERAGE 45%
ADDITION:
550 SQ FT
778 SQ FT
263 SQ FT
ADDITION:263 SQ FT
EXISTING RESIDENCE (ADULT
FAMILY HOME) AS IS NO
WORK TO BE DONE
PLAN NOTES ( Note circled items on
plan drawings )
1. SMOKE DETECTORS ARE
POWERED BY BUILDING WIRING
AND
BATTERY BACKUP WITH APPROVED
CARBON DIOXIDE DETECTOR.
SCOPE OF WORK:"AS-BUILT"
PROPOSED ADDITION ADD 2
BEDROOMS ON NORTH SIDE OF
RESIDENCE TOTAL BUILD 326 S.F
NOTES:
1.RESTORING ALL EXISTING INTERIOR 2X4 WALLS
2.FURRED OUT EXTERIOR WALL 2" TO ADD R-21 INSULATION (TYP)
PROPOSED EXTENDED AREA 2
NEW BEDROOMS
ADDITION 2 BEDROOMS
A2.1
SEEFOOTNOTENO.51/2" MIN.FROMCORNERONE #4REBAR INSHEAR CONENAILEDPORTION13 1/2"SINGLE POURRIM JOISTINSTALLATIONSimpson Strong-TieHPAHDONE #4REBAR INSHEAR CONE12" MINIMUMREBAR LENGTH30" MINIMUMREBAR LENGTHFROM EDGEDISTANCECORNEROF STRAP TOCORNERSimpson Strong-TieHPAHDSINGLE POURCORNERINSTALLATIONHD1 = HPAHD22 Simpson Hold DownsHD2 = STHD14RJ Simpson Hold DownsNOT TO SCALESTRAP ACROSS FLOORSTRAP ACROSS FLOORENDLENGTHCLEAR SPANNAILS NOT REQ'DCUT LENGTHENDLENGTHEND DISTANCE FOREQUAL NUMBER OFFASTENERSIN EACH END.PROVIDE MIN 1 5/8"RIM JOISTSEE SCHED.'CS' & 'CMST' STRAPS SWTYPE HDU4 6AHDU4 6A15'-9"-31S-311#3 @ 18" OC, EW4" SOG W/@ MID-HEIGHT
8x8 Beam
8x8 Post 8x8 Post 8x8 Post
15'-5"
20'-4"
6'-5"6'-5"
SW
TYPE
HDU4 6A
HDU4 6A
SW
TYPE
HDU4 6A
HDU4 6A
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
FOUNDAT ION DETAILS
1/4" = 1'-0"
3.1 3.2
1.
DESCRIPTION
FOUNDATION PLAN NOTES
REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
SHEET (S)
SYMBOLS AND ABBREVIATIONS
STRUCTURAL GENERAL NOTES
TYPICAL FOUNDATION DETAILS
TYPICAL WALL DETAILS
C1.253.A
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.
5.
6.
7.
SWTYPE HDU4 6AHDU5 6B 31S-3113.B C1.25 31 -S-311 13'-1"31S-311
8.
SWTYPE HDU4 6AHDU5 6C
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. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE
ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE
12. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS. REFER TO 34/S-402 FOR PLATE
WASHER REQUIREMENTS AT SHEAR WALLS.
13. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.
14. ALL BOLT HOLES IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1
TO VERIFY.
SWTYPE HDU4 6AHDU5 6C3.1 3.2
16. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING
OFFICIAL:
A. 21" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 21" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
NOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE
ANCHOR BOLT HOLDOWN EMBED DEPTHS.
17. ALL THIS PLAN IS INTENDED FOR FLAT LOTS, WITHOUT HIGHLY EXPANSIVE OR LIQUEFIABLE SOILS. IF THE
PROJECT SITE IS DETERMINED TO HAVE ANY OF THESE QUALITIES, AS DETERMINED BY THE BUILDING
OFFICIAL, THESE PRE APPROVED ADU FOUNDATION PLANS AND DETAILS ARE NOT APPLICABLE.
SYMBOL LEGEND
XX'-X"
X
1 FOUNDATION PLAN - MODERN - NO PORCH OPT.SCALE: 1/4" = 1'-0"PLAN NORTH
SCHEDULES
31S-3113.B C1.25 31 -S-311F2GB113S-312 F2 SWTYPE HDU4 6AHDU5 6C3.12FOUNDATION PLAN - MODERN - PORCHSCALE: 1/4" = 1'-0"3.2 PLAN NORTH13'-1"31S-311
INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON SS.0
15. 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.
FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.
SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE
SLABS.
SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN
BEARING AND NON-BEARING WALLS.
SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
2.
A1.1
D0.0
DO.1 - A3.1
SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR
ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.
16" OVERSIZED. INSPECTOR
N:\2600\2727-01-cu22-slo-county-adu\structural\ConDocs\sheet-files\Plan 3\Modern\2727-01-CU22 - Plan 3.dwg, S3-201, Sep 28, 2023 4:39pm, alopez 11'-0"-C1.25 C1.25 C1.25 C1.25 -9'-8"6x623S-312MPB66Z 6x623S-312MPB66Z
#3 @ 18" OC, EW
4" SOG W/
@ MID-HEIGHT
OK TO MATCH EXISTING
FOUNDATION & FOOTING
A3.0
12
D0.0
12
D0.0
17
D0.0
17
D0.0
17
D0.0
17
D0.0
18" SQ PAD FTGS W/ 2-
#4 RB EA WAY @ ELEV
C, TYP
2X10 FLOOR JOISTS @ 16" OC
PROPOSED CONCRETE
STEM WALL & FOOTING
TYP
PROPOSED CONCRETE
STEM WALL & FOOTING TYP
15'-9"
-
4
D0.0
SW
TYPE
HDU4 6A
HDU4 6A
15'-9"
-
4
D0.0
15'-9"4
D0.0
17
D0.0
17
D0.0
17
D0.0
17
D0.0
SEE D'S SHEET S FOR
CONST RUCT ION DETAILS T YP
ISO IMAGE VIEW
WALL FRAMING NOTES:
FRAMING & STRUCTURAL NOTES
1. WINDOW ROUGH OPENING: 1/2" FOR TOP/
BOTTOM & 1/2" FOR SIDES. CONFIRM WINDOW
MFG. SPECS. BEFORE FRAMING
2. WALL HEADERS ON EXTERIOR WALLS: (2) 2" X
10" DF 2 TYP. INSULATED w/ (1) 2x CRIPPLE &
(1) 2X KING, UNO
3. PROVIDE DOUBLE FLOOR JOISTS. UNDER ALL
WALLS RUNNING PARALLEL
4. PROVIDE FIRE BLOCKING, DRAFT STOPS AND
FIRE STOPS AS PER I.B.C. SEC. R502.12.
5. PROVIDE POSITIVE CONNECTIONS AT EACH
END OF ALL POSTS AND COLUMNS TO RESIST
LATERAL DISPLACEMENT
6. ALL LUMBER NOT SPECIFICALLY NOTED TO BE
D.F. #2 OR BETTER. ALL WOOD IN PERMANENT
CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED UNLESS AN APPROVED
BARRIER IS PROVIDED
7. SEE ROOF FRAMING FOR ADDITIONAL
FRAMING DETAIL
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND
RAFTERS TO BE DF-#2
B. EXPOSED ARCH BEAMS TO BE DF-#1 OR
BETTER, CEDAR
C. SILLS, PLATES BLOCKING, AND BRIDGING TO
BE DF-#2
D. ALL STUDS TO BE DF#2 OR BETTER
E. SHEATHING SHALL BE AS FOLLOWS:
WALL SHEATHING SHALL BE 1/2'' INT-APA
RATED OR 7/16'' OSB
FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA
RATED PLYWOOD
WALL CONSTRUCTION
TABLE R602.10.4—continued
BRACING METHODS
CONNECTION CRITERIAa
METHODS, MATERIAL MINIMUM THICKNESS
PFH
Portal frame with
hold-downs
3/8
"See Section R602.10.6.2 See Section R602.10.6.2
FIGURE
Fasteners Spacing
PFG
Portal frame at garage 7/16
"See Section R602.10.6.3 See Section R602.10.6.3
CS-WSP
Continuously sheathed
wood structural panel
CS-Gb, c
Continuously sheathed
wood structural panel
adjacent to garage
openings
CS-PF
Continuously sheathed
portal frame
CS-SFBd
Continuously sheathed
structural fiberboard
/2
7/16
1 " or 25
"
/32" for
maximum 16"
stud spacing
See Section R602.10.6.4 See Section R602.10.6.4
11
(for 1
13
(for 25
/2" long × 0.12" dia.
/2" thick sheathing)
/4" long × 0.12" dia.
/32" thick sheathing)
galvanized roofing nails
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad, 1 pound per square foot = 47.8 N/m2
roof covering dead load shall not exceed 3 psf.
.
only.
a. Adhesive attachment of wall sheathing, including Method GB, shall not be permitted in Seismic Design Categories C, D0, D1 and D2
, D1 and D2,
, 1 mile per hour = 0.447 m/s.
.
b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In Seismic
Design Categories D0
c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.7(1). A full-height clear opening shall not
be permitted adjacent to a Method CS-G panel.
d. Method CS-SFB does not apply in Seismic Design Categories D0, D1 and D2
e. Method applies to detached one- and two-family dwellings in Seismic Design Categories D0 through D2
3/8
"See Method CS-WSP See Method CS-WSP
3/8
"
Exterior sheathing per
Table R602.3(3)
Interior sheathing per
Table R602.3(1) or R602.3(2)
6" edges 12" field
Varies by fastener
3" edges 6" field
Continuous Sheathing Methods
Intermittent Bracing Methods
SHEATHING SHALL BE APPLIED
ABOVE AND BELOW OPENINGS
WOOD STRUCTURAL PANELS
AND NAILING PER PLANS AND
NOTES
E.N. AROUND
OPENING, TYP.
FULL HEIGHT WOOD
STRUCTURAL PANEL
CS16 STRAP (CONTINUOUS)
ABV. AND BLW. OPN'G ONLY
WHERE NOTED ON PLANS
BLK'G & E.N.
AROUND OPN'G
PERF WALL @ OPENINGH
2x ROOF RAFTERS
2x SOLID BLOCKING
E.N. 8d@6"oc
1/2" WOOD STR. PANEL
W/ 8d @ 6"/ 6"/ 12" oc
(COMMON NAILS)
2x ROOF R
2X CEILING JOISTS
W/ R-30 BATT. INSUL.
RAFTER TIE CONNECTION
(SEE PAGE 4)
2X SOLID BLOCKING
W/ APPROVED FRAMING
ANCHOR EA. BLOCK
DOUBLE TOP PLATE
WHERE STUCCO IS APPLIED
OVER SHEATHING-
PROVIDE 2-LAYERS
GRADE 'D' PAPER UNDER
LATH
2X4 STUD WALL @ 16"oc
(DF STUD GRADE- MINIMUM)
R-13 + 10 (BATT + RIGID INSUL.)
15/32" WOOD STR. PANEL
OR STUCCO SHEAR PANEL
2X P.T. SILL W/ 1/2" X 10" A.B.
@ 6'oc, 0.229" X 3" X 3"
PLATE WASHERS
3-1/2" CONC. SLAB,
#4 DEFORMED REINF.
@ 16" O.C. EA WAY
2" SAND BED, 6 MIL
SEE NOTE 15
T.O. CONC.
FINISHED
GRADE
VAPOR RETARDER
#3 DOWELS @ 24"OC,
EXTEND 36" INTO SLAB
(FOR TWO POUR)
(2)-#4 BAR, TOP
(2)-#4 BAR, BOTTOM
FINISHED
GRADE
6"
MIN.
12"
12"
UNDIST. GROUND
WALL SECTION: SLAB-ON-GRADE CONSTRUCTION WALL SECTION: RAISED FLOOR CONSTRUCTION
12" SQ. PAD 12"
POURED CONC. PIER
W/ POST BASE
4X GIRDER
4X4 P.T.POST
6" W/ POST CAP
6"
2X CEILING JOISTS
W/ R-49 BATT. INSUL.
3" MINIMUM CEILING JOIST- LAP @
BEARING WALLW/NAILS PER RAFTER
TIE CONNECTION (SEE PAGE 4)
2X SOLID BLOCKING
W/ APPROVED FRAMING
CLIPS EA. BLOCK
2X DOUBLE TOP PLATE
R-21 (BATT + RIGID INSUL.)
2X6 STUD WALL @ 16"oc
(STUD GRADE)
5/8" WOOD STR. PANEL
W/10d @ 6"/ 6"/ 12" oc
(COMMON NAILS) SEE NOTE 5
2X10 FLOOR JOISTS @ 16"oc
2X BLOCKING @ 8'-0" oc FOR
JOIST SPANS OVER 8'-0"
2X SOLID BLOCKING
2X P.T. SILL W/
ANCHOR BOLTS AND
PLATE WASHERS
AT JOIST SPLICE
LAP 3" MIN. W/ 3-10d
FASCIA BOARD
FOR EAVE LOCATION
AND CONSTRUCTION
SEE NOTE 13
1/2" WOOD STR. PANEL W/ 8d @ 6"/6"/12"
E.N. 8d@6"oc
30" MIN.
SEE NOTE 13 SEE NOTE 14
FOR WALL & OPENING
REQUIREMENTS SEE
SEE NOTES 11, 12 & 13
15/32" WOOD STR. PANEL
OR STUCCO SHEAR PANEL
R-30 BATT INSUL.
2X RIM JOIST
2X P.T. SILL W/
ANCHOR BOLTS AND
PLATE WASHERS
(2)-#4 BAR, TOP
(2)-#4 BAR, BOTTOM
T. O. CONCRETE
FINISHED GRADE
24"
8" MIN
3"CLR.
7'-0" MIN. (HABITABLE ROOMS)
10'-0" MAX STUD HEIGHT
18"
6"
MIN.
INTERIOR BEARING WALL
18"
6"
24"
6"
MIN.
EXTERIOR BEARING WALL
3"CLR.12" MIN.
18" MIN.
24" MIN.
8"
MIN.
2x6 x 64" Header (2)2x6 x 64" Header (2)
15'
9'
5'-1"
4'-1"
NEW EXTERIOR SHEAR-WALL 2X6 WOOD STUD @
16" O.C WITH 5/8" GWB BOTH SIDES AND R-21
UNFACED BATT INSULATION.
20'-6"
9'
NEW EXTERIOR SHEAR-WALL 2X6 WOOD STUD @ 16" O.C WITH
5/8" GWB BOTH SIDES AND R-21 UNFACED BATT INSULATION.
2x6 x 64" Header (2)2x6 x 64" Header (2)
15'
9'
5'-1"
4'-1"
NEW EXTERIOR SHEAR-WALL 2X6 WOOD STUD
@ 16" O.C WITH 5/8" GWB BOTH SIDES AND R-21
UNFACED BATT INSULATION.
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
DETAIL FRAMING PLAN
DETAIL WALL FRAMING PLAN
1/4" = 1'-0"
A3.1
11 SECTION VIEW
12
R-21 INSULATION
2 x 6 STUD @ 16" O.C.
1/2" SHEETROCK
1/2" REBAR
SPACED 18"
HORIZ. & VERT.
2 x 6 MUDSILL
2 x 10 FLOOR JOIST @ 16" O.C.
3/4" PLYWOOD T&G SUBFLOOR
2 x 6 BOTTOM PLATE
7/16" STRUCTURAL
1 x 8 FASCIA
7/16" WAFER SHEATHING
#235 ASPHALT SHINGLES
OVER 15# FELT
WAFER SHEATHING
1'-6"
2 x 6 TRIPLE HEADER
RAIN GUTTER
ENGINEERED ATTIC
TRUSS @ 24" 0.C.
TRUSS CLIP
5/8" x 10"
ANCHOR BOLT
EMBEDDED 7"
INTO CONC.
HORIZONTAL
VINYL SIDING
VINYL
SOFFIT
FIN. FLR. TO CLG.
8'-0"
1/2" PARTICLE BOARD
8
MANUFACTURED PRE-
ENGINEER TRUSSES
20"' CRAWL SPACE
4 - 24X7" VENTS
6.0193
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
SECTION VIEWS
SECTION VIEW
NTC
A3.2
2X6 FASCIA W/
EXPOSED TAILS,
TYP, UON 46
D0.2
46
D0.2
67
D0.3
67
D0.3 80
D0.3
80
D0.3
46
D0.2
46
D0.2
67
D0.3
67
D0.3
80
D0.3
80
D0.3
80
D0.3
80
D0.3
49
D0.2
49
D0.2
31
D0.1
31
D0.1
31
D0.1
31
D0.1
35
D0.1
35
D0.1
50
D0.2
50
D0.2
50
D0.2
50
D0.2
roof framing plan notes:
1. ENCLOSED RAFTER SPACES DO NOT REQUIRE VENTING IF THE FOLLOWING
SPECIFIC INSULATION DESIGN IS USED, PER SECTIONS R806.5/EM3.9.6:
a. IF THE INSULATION IS AIR-PERMEABLE AND IT IS INSTALLED DIRECTLY
BELOW THE ROOF SHEATHING WITH RIGID BOARD OR SHEET INSULATION
WITH A MINIMUM R-5 VALUE INSTALLED ABOVE THE ROOF SHEATHING. (OR)
b. IF THE INSULATION IS AIR-IMPERMEABLE AND IT IS IN DIRECT CONTACT
WITH THE UNDERSIDE OF THE ROOF SHEATHING. (OR)
c.IF TWO LAYERS OF INSULATION ARE INSTALLED BELOW THE ROOF SHEATHING: AN
AIR-IMPERMEABLE LAYER IN DIRECT CONTACT WITH THE UNDERSIDE OF THE
ROOF SHEATHING AND AN ADDITIONAL LAYER OF AIR PERMEABLE INSULATION
INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION.
DETAILS 86, 87 & 88/d0.4 PROVIDE MORE INFORMATION ABOUT THESE ROOF
INSULATION ALTERNATIVES.
2. ROOF DIAPHRAGM SHALL BE 15/32" APA RATED SHEATHING (MIN),
EXPOSURE 1, 24/0 MAXIMUM SPAN RATING WITH 8d COMMON NAILS @ 6" OC
AT BOUNDARY (BN) & PANEL EDGE NAILING (EN) AND 12" OC AT
INTERMEDIATE FRAMING MEMBERS (FN).
3. 4X6 IS THE MINIMUM MEMBER ALLOWED AT A TRELLIS.
4. TRELLIS MEMBERS AND OTHER WEATHER EXPOSED MEMBERS SHALL BE
PRESSURE TREATED DOUGLAS FIR (PTDF) OR NATURALLY PEST AND ROT
RESISTANT WOOD SPECIES SUCH AS REDWOOD OR CEDAR, TYP, OAE
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
ROOF FRAMING DETAILS
1/2" = 1'-0"
A3.3
ISO IMAGE VIEW
WINDOW FLASHING DETAILS
WINDOW ENERGY RATINGS
Low-E4 \High Altitude Windows U-Factor SHGC VLT CR
Casement 0.30 0.3 0.30 52
Double Hung 0.27 0.27 0.46 49
Slide-By 0.28 0.28 0.28 49
Fixed \ Auxiliary 0.27 0.27 0.54 51
*REVISE INSTALLATION PROCESS ACCORDING TO WINDOW MANUFACTURERS INSTRUCTIONS
BASSIC WINDOW FLASHING INSTALLATION
1) PREPARE ROUGH OPENING: CUT STND. "1-CUT" IN THE WRB. CUT (2) 45^ SLITS AT TOP TO
CREATE FLAP. APPLY FLEXIBLE FLASHING AT SILL + 6" MIN. UP JAMBS. SECURE FLEXED EDGE
OF FLASHING WITH MECHANICAL FASTENERS
2) INSTALL WINDOW PER MANUFACTURER'S INSTRUCTIONS.
3) APPLY FLASHING TAPE AT JAMBS, EXTENDING 1" ABOVE AND BELOW WINDOW HEAD FLANGE
AND BOTTOM OF SILL FLASHING APPLY FLASHING TAPE ALONG HEAD, EXTENDING BEYOND
OUTER EDGES OF JAMB FLASHING
4) REPLACE WRB FLAP AT HEAD AND TAPE REMAINING CUTS IN WRB
WINDOW SCHEDULE
3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS
W02 5040LS 2 1 5040LS 61"X49"LEFT SLIDING 2X6X64" (2)
TABLE R402.1.1
TABLE R402.1.1
CLIMATE ZONE
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
65 AND MARINE 4
FENESTRATION U-FACTOR
b
SKYLIGHT U-FACTOR
GLAZED FENESTRATION SHGC
k
CEILING R-VALUE
WOOD FRAME WALL g, m,n
Mass Wall R-Value
FLOOR R-VALUE
BELOW-GRADE c,m
SLAB R-VALUE & DEPTH
d
i
b, e
b 0.30
0.50
NR
49
R-VALUE 21 int
21/21h
30g
WALL R-VALUE 10/15/21 int + TB
10, 2 ft
0.30
0.50
NR
49
21+5ci
21+5h
30g
10/15/21 int + TB
10, 4 ft
For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing.
a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which
is less than the label or design thickness of the insulation, the compressed R-value of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones
1 through 3 where the SHGC for such skylights does not exceed 0.30.
c "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and
the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with
R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior
or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home
or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor
slab and basement wall.
d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table
R301.1.
g Reserved.
h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13
cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40
percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more
than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing
thickness.
i The second R-value applies when more than half the insulation is on the interior of the mass wall.
k For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38.
m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
n Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation
requirement.
RE-20 2021 Washington State Energy Code
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
DOORS & WINDOWS
SCHEDULES
WINDOWS PLAN
1/4" = 1'-0"
DOOR NOTES:
1. EXTERIOR EXIT DOORS SHALL BE 36" MIN.
NET CLEAR DOOR WAY SHALL BE 32" MIN.
DOOR SHALL BE OPERABLE FROM INSIDE
2. ALL GLAZING WITHIN 18 IN. OF THE FLOOR
AND/OR WITHIN 24 IN. OF ANY DOOR
(REGARDLESS OF WALL PLANE) ARE TO
HAVE SAFETY GLAZING
WINDOW NOTES: WINDOW MATERIAL
1 VINYL WINDOWS
WINDOWS SILL FINISHED MUST BE
WITHIN 44: OF THE FLOOR AND PROVIDE
MINIMUM CLEAR OPENINGS OF 5.7 SQ. FEET
WITH HEIGHT DIMENSION NOT LESS THAN 24"
AND WIDTH DIMENSION NOT LESS THAN 20" -
HRC R310.1-R310.1.4
2. BEDROOMS E-F WINDOWS SILL FINISHED MUST BE
WITHIN 44: OF THE FLOOR AND PROVIDE
MINIMUM CLEAR OPENINGS OF 5.7 SQ. FEET
WITH HEIGHT DIMENSION NOT LESS THAN 24"
AND WIDTH DIMENSION NOT LESS THAN 20" -
HRC R310.1-R310.1.4
A4.0
Bottom of Footing
-4.8'
Top of Subfloor - Foundation
-2.2'
2'-8"
Top of Subfloor - 1st Floor
0'
2'-2 1/8"
Top of Plate
9.1'
9'-1 1/8"
Highest Ridge
21'
11'-11"
Bottom of Footing
-4.8'
Top of Subfloor - Foundation
-2.2'
2'-8"
Top of Subfloor - 1st Floor
0'
2'-2 1/8"
Top of Plate
9.1'
9'-1 1/8"
Highest Ridge
21'
11'-11"
Bottom of Footing
-4.8'
Top of Subfloor - Foundation
-2.2'
2'-8"
Top of Subfloor - 1st Floor
0'
2'-2 1/8"
Top of Plate
9.1'
9'-1 1/8"
Highest Ridge
21'
11'-11"
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
ELEVATION VIEWS
NORTH ELEVATION
ELEVAT ION PLAN
1/4" = 1'-0"
EAST ELEVATION
NOTE:
(E) Existing (N) New /Referencing Doors & Windows
(E)(N)(E)(E)
60" x 48"
EGRESS WINDOW
WEST ELEVATION
(E)
(E)(E)(E)(E)(E)(E)(E)(N)
60" x 48"
EGRESS WINDOW
A5.0
ELECTRICAL, DATA, & AUDIO NOTES:ELECTRICAL, DATA, & AUDIO NOTES:
HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO
VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE,
DATA, PHONE, AUDIO, VACUUM, ETC.
ELECTRICAL NOTES:ELECTRICAL NOTES:
1.PROVIDE MIN. 400 AMP SERVICE TO MAIN PANEL
2.ALL APPLIANCES & UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S
SPECS. FOR REQUIREMENTS
3.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES
SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS.
4.PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN
EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS.
CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT
SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT,
WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY
BACKUP FOR ALL UNITS.
5.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE
INSTALLATION.
6.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH
HOME OWNER.
7.FIXTURES TO BE SELECTED BY HOME OWNER.
8.UNO - ALL SWITCHES TO BE 48" O/C ASF. OUTLETS TO BE 15" O/C ASF.
OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM.
(ASF = ABOVE SUBFLOOR)
9.ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO.
AUDIO:AUDIO:
1.LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN;
RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY
FLOOR;
2.AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER;
3.LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL
SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER.
DATA / CABLE:DATA / CABLE:
LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE
APPROVED BY HOME OWNER.
3
3
RRR
R
R
R
RR
SD
SD
SD
CO/SD
CO/SD
SD
SD
BEDROOM A
BEDROOM B
DINING
BATH
FOYER
BEDROOM E
BEDROOM F
CLOSET
CLOSET
HALL
HALL
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
ELECTRICAL
ELECT RICAL PLAN
1/2" = 1'-0"
GENERAL NOTE::
CO/ SD
SD
CEILLING MOUNT
1. SMOKE DETECTORS ARE POWRED BY BILDING WIRING AND
BATTERY BACKUP WITH APPROVED CARBON DIOXIDE DETECTOR.
SMOKE DETECTOR IN ALL ROOMS AND HALLWAYS
GAS DETECTOR IN HALLWAYS / CARBON MONOXIDE
PANEL BOX
EXISTING 200 AMP
ALL DOORS 36" WIDE 80" HIGH
UNLESS NOTED OTHERWISE
WINDOW NOTATION KEY
60/48 HEIGHT/WIDTH IN INCHES
XO SLIDING
FX FIXED
SH SINGLE HUNG
+36' DISTANCE FROM FLOOR TO SLL
NOTES
GAS CARBON MONOXIDE (CO/SD) SMOKE DETECTORS INSTALL IN HALLWAYS
A6.0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
MODEL NO.
HDU8
HDU5
HDU4
HDU2
HDU11
HDU14
8" (SSTB16)
ANCHOR BOLT
5
5
5
7
8" (SSTB20)
8" (SSTB24)
8" (SSTB28)
1" (SB1x30)
1" (SB1x30)
CONNECTION
TO POST
6-SDS 1
10-SDS 1
14-SDS 1
20-SDS 1
30-SDS 1
36-SDS 1
4"X2 1
4"X2 1
4"X2 1
4"X2 1
4"X2 1
4"X2 1
2"
2"
2"
2"
2"
2"
EMBEDMENT EDGE DISTANCE
12 5
16 5
20 5
24 7
24"
24"
8"
8"
8"
8"
1 3
1 3
1 3
1 3
1 3
1 3
4"
4"
4"
4"
4"
4"
MIN WD MEMBER
THICKNESS
3"
3"
3"
3"
5 1
7 1
2"
4"
SHEAR PANEL PER PLAN
4X POST, TYP UON
ON PLANS
EN
HOLDDOWN PER TABLE
SIMPSON HOLDDOWN ANCHOR BOLT
PER TABLE BELOW
2x OR 3x PTDF SILL PER
SHEAR PANEL SCHEDULE
CONCRETE SLAB PER PLAN
EN
FINISH GRADE
WALL FRAMING, TYP
SHEAR PANEL PER PLAN
(WHERE OCCURS)
SIMPSON CO
HOLDOWN PER PLAN
EN
SIMPSON CO
CNW COUPLER NUT
OAE
FLOOR FRAMING
PER PLAN, TYP
PTDF SOLE PLATE
EN
SIMPSON CO
SSTB HOLDOWN BOLT
PER PLAN
CONCRETE OR
CONCRETE MASONRY
STEM WALL
17 SCALE: 1" = 1'-0"
180°
BAR
SIZE
#5
#3
#4
#6
#7
#8
#9
#10
#11
#14
#18
HOLDOWN AT STEM WALL FOOTING
A-DT-FDN-SW-0096
HOOK
A OR G
D
4d OR
2 12" MIN.
DIMENSIONS OF STANDARD
180° HOOKS, ALL GRADES
A or G
6"
8"
7"
5"
10"
11"
1'-3"
1'-5"
1'-7"
2'-3"
3'-0"
FOR #3, 4, 5 - 6db
FOR #6, 7, 8 - 12db
CONC FOOTING, TYP
D
A or G
D D
4- #4 REINF BARS
EA WAY, TYP, UON ON
PLANS
d
D
CL
BEAM
D
#8
#7
#6
#5
#4
#3
STIRRUP HOOKS
90°
1 1/2"
2"
2 1/2"
4 1/4"
5 1/4"
6"
A or G
4"
4 1/2"
6"
12"
1'-2"
1'-4"
SCALE = N.T.S.
4"
4 1/2"
5 1/2"
7 3/4"
9"
BEAM
CL
135°
A or G Approx. H
2 1/2"
3"
10 1/4"
3 3/4"
4 1/2"
5 1/4"
6"
18 STANDARD HOOK DETAILS
CL
BEAM
SEISMIC STIRRUP / TIE
135° SEISMIC HOOK
SIZE D
#4 2"
#5
#3 1 1/2"
#6
#7
#8 6"
2 1/2"
4 1/4"
5 1/4"
4 1/4"
A or G
4 1/2"
5 1/2"
7 3/4"
9"
10 1/4"
A-DT-FDN-SG-0041
Approx. H
3"
3"
3 3/4"
5 1/4"
4 1/2"
6"
14
FIBER CEMENT LAP SIDING
EXTERIOR
SHEATHING
INTERIOR
FINISH
WOOD STUD WALL
114" X 516" FIBER CEMENT
STARTER STRIP
PT SILL
WATER RESISTIVE
BARRIER
BLIND NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
EXTEND FIBER CEMENT SIDING
1/4" BELOW PT SILL LINE
EXTERIOR
SHEATHING
INTERIOR
FINISH
STUD WALL
PT SILL
WATER RESISTIVE
BARRIER(S)
NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
EXTEND FIBER CEMENT SIDING
1/4" BELOW PT SILL LINE
EXTERIOR
SHEATHING
INTERIOR
FINISH
STUD WALL
PT SILL
WEEP
SCREED
3"
CLR
3"
CLR
WATER RESISTIVE
BARRIER(S)
SIMPSON CO
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
EN
POST FOOTING WITHIN SLAB
SCALE : 1" = 1'-0"A-DT-FDN-CP-0020 10
FIBER CEMENT SIDING
TYPICAL POST FOOTING
SCALE: 1" = 1'-0"
SQ FOOTING PER PLAN, UON
d
D
db
3"
CLR
3"
CLR NOTE:
EMBED FOOTING A MINIMUM
OF 12" INTO NATURAL
FORMATIONAL SOIL
3"
CLR
SQ WIDTH
PER FOUNDATION PLAN 3"
CLR
3"
CLR
12" MIN, TYP
UON ON PLANS
A-DT-FDN-CP-0003 6 SCALE: 1" = 1'-0"
SHEAR PANEL
PER PLAN
EN
ONE STORY INTERIOR EXPANSIVE SOIL FOOTING
A-DT-FDN-SG-INT-015 2 SCALE: 1" = 1'-0"
16d @ 6" OC, TYP, UON ON
SHEAR PANEL SCHEDULE
3/4" PLYWOOD FLOOR
SHEATHING, TYP, UON
ON PLANS
EXTERIOR
CEMENT PLASTER
O/ METAL LATH
2x FLOOR JOISTS PER PLAN
2- 2x BLOCKING, TYP
2x STUDS @ 16" OC,TYP
SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
2x6 PTDF SOLE PLATE, TYP
GRADE, TYP
CONC FOOTING
& STEM WALL
FC=2500 PSI,
MIN
8" TYP, 12" AT EXPANSIVE SOIL
8" TYP,
GRADE
CONCRETE FOUNDATION
PER PLAN
GRADE
GRADE
CONCRETE FOUNDATION
PER PLAN CONCRETE FOUNDATION
PER PLAN
19 SCALE: 1" = 1'-0"
LAP SIDING AT FOUNDATION
A-DT-FIN-FCS-LS-0001 15 SCALE: 1" = 1'-0"
BOARD AND BATT SIDING AT FOUNDATION
A-DT-FIN-FCS-BB-0001
6"
VERT. REINF.
3/4" PLYWOOD FLOOR
SHEATHING PER PLAN, UON
30" ⌀ OR 18"
11 SCALE: 1" = 1'-0"
EN
CEMENT PLASTER WEEP SCREED AT FOUNDATION
A-DT-FIN-PL-0001
2x STAGGERED BLOCKING,
TYP
2x FLOOR JOISTS
PER PLAN, TYP , UON
CONC FOOTING
AND STEM WALL
FC = 2500 PSI,
MIN
3"
CLR
12", TYP, UON
7 SCALE = 1" : 1'-0"
SHEAR PANEL
PER PLAN
EN
2x BLOCKING @
24" OC EA SIDE
3"
CLR 2-#4 RB @ TOP & BOTTOM OF
FOOTING, TYP, UON ON PLANS
ONE-STORY INTERIOR STEM WALL FOOTING - PERPENDICULAR
A-DT-FDN-SW-0073
16d @ 6" OC, TYP, UON ON
SHEAR PANEL SCHEDULE
3/4" PLYWOOD FLOOR
SHEATHING, TYP, UON ON
PLANS
SHEAR PANEL
PER PLAN
EN
2x FLOOR JOISTS PER PLAN
2x RIM JOIST
30" ⌀ OR 18"
SEE FOUNDATION PLAN AND
DETAILS FOR ANCHOR BOLT
SIZE AND SPACING
STANDARD CUT WASHER
AND NUT OVER BEARING
PLATE
CONCRETE WALL
RE-BAR. TYP.
SIMPSON CO BP 5/8-3 OR BPS
5/8-6 BEARING PLATE AT
EACH ANCHOR BOLT, TYP, OAE
WHERE SILL PLATE IS DRILLED
OR NOTCHED MORE THAN 1/3
PLATE WIDTH: INSTALL ONE BOLT
EACH SIDE OF NOTCH
WHERE SINGLE LAYER OF
REINF. OCCURS, BEND
BARS AS SHOWN FOR
OUTSIDE BARS
40 dia. OR 18"
BEND INSIDE BAR 40 dia.
INTO CORNER CORE
12" SQ, MIN
VERT. REINF.
4x6 GIRDER,
TYP, UON ON PLANS 3"
CLR
3"
CLR
SIMPSON CO PC44 POST
CAP, TYP, UON ON PLANS
4x4 POST, TYP
UON ON PLANS
SIMPSON CO PB44 POST
BASE, TYP, UON ON PLANS
GRADE
SIMPSON CO
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
EN
3"
CLR
CONCRETE FOOTING
Fc=2500 PSI, MIN
40" ⌀ OR 18"
PLAN
MASONRY WALL
RE-BAR. TYP.
WHERE SINGLE LAYER OF
REINF. OCCURS, BEND
BARS AS SHOWN FOR
OUTSIDE BARS
20 SCALE: 1" = 1'-0"
SILL PLATE ANCHOR BOLTING
A-DT-FDN-SG-ANC-002 16 SCALE = 1" : 1'-0"
TYPICAL CONCRETE / MASONRY WALL REINFORCEMENT
A-DT-FDN-SW-0021 12 SCALE: 1" = 1'-0"
VERT. REINF.
2- #4 RB EACH WAY
3"
CLR
SIZE PER PLAN, UON
FLOOR JOIST AND GIRDER BEAMS AT PAD FOOTING
A-DT-FDN-SW-0133 8 SCALE = 1" : 1'-0"
3"
CLR
CONC FOOTING
AND STEM WALL
FC = 2500 PSI,
MIN
3"
CLR
12", TYP, UON
3"
CLR 2-#4 RB @ TOP & BOTTOM OF
FOOTING, TYP, UON ON PLANS
ONE-STORY INTERIOR STEM WALL FOOTING - PARALLEL
A-DT-FDN-SW-0134 4 SCALE = 1" : 1'-0"
3"
CLR
3"
CLR
12" TYP, UON
ONE STORY EXTERIOR STEM WALL FOOTING-PARALLEL
A-DT-FDN-SW-0135
8" TYP,
12" AT EXPANSIVE SOIL
3"
CLR
2x FLOOR JOISTS PER PLAN
2- 2x JOISTS, TYP
2x STUDS @ 16" OC,TYP
SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
2x6 PTDF SOLE PLATE, TYP
CONC FOOTING
& STEM WALL
FC=2500 PSI,
MIN
8" TYP, 12" AT EXPANSIVE SOIL
2-#4 RB @ TOP & BOTTOM
OF FOOTING, TYP,
UON ON PLANS
3"
CLR
3"
CLR
2x BLOCKING
@ 24" OC
EN
GRADE
5/8"⌀X12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" X 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3,
TYP, UON
2X6 PTDF SOLE PLATE, TYP
GRADE, TYP
3 SCALE = 1" : 1'-0"
3"
CLR
3"
CLR
12" TYP, UON
ONE STORY EXTERIOR STEM WALL FOOTING-PERPENDICULAR
A-DT-FDN-SW-0002
16d @ 6" OC SILL NAILING, TYP, UON
ON SHEAR PANEL SCHEDULE
3/4" PLYWOOD FLOOR SHEATHING, TYP,
UON ON PLANS
12" AT EXPANSIVE SOIL
2-#4 RB @ TOP & BOTTOM
OF FOOTING, TYP,
UON ON PLANS
SHEAR PANEL
PER PLAN
EN
2x RIM JOIST
W/ 3-16d
TO EACH JOIST
EN
GRADE
3"
CLR
3"
CLR
3"
CLR
3"
CLR
12" MIN, TYP
UON ON PLANS
ONE STORY PERIMETER EXPANSIVE SOIL FOOTING
A-DT-FDN-SG-PTR-026
16d @ 6" OC SILL NAILING, TYP, UON
ON SHEAR PANEL SCHEDULE
3/4" PLYWOOD FLOOR SHEATHING, TYP,
UON ON PLANS
2x FLOOR JOISTS PER PLAN
5/8"⌀X12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" X 3" SQUARE WASHER, SIMPSON CO
BP 5/8-3, TYP, UON
2X6 PTDF SOLE PLATE, TYP
3"
CLR
8" SQ - 4X4 POST
10" SQ - 6X6 POST
12" SQ - 8X8 POST
UON
CONCRETE FOOTING
Fc = 2500psi
#4 REINF BARS @ 12" OC
EACH WAY (UON ON
FOUNDATION PLAN)
J
8"
7"
6"
5"
4"
3"2 1/4"
D
3"
3 3/4"
4 1/2"
5 1/4"
6"
11 3/4"
1'-1 1/4"
1'-2 3/4"
1'-9 3/4"
2'-4 1/2" 24"
10 3/4"
9 1/2"
18 1/4"
12"
90°
...90° HOOKS
A or G
6"
10"
8"
1'-0"
1'-2"
1'-4"
1'-7"
1'-10"
2'-0"
2'-7"
3'-5"
2 1/4"
D
3 3/4"
3"
4 1/2"
5 1/4"
6"
9 1/2"
10 3/4"
12"
18 1/4"
24"
D = BEND DIAMETER
4" SAND OR COARSE
AGGREGATE BED, TYP
15-MIL POLYETHYLENE
VAPOR BARRIER, TYP,
MIN, UON ON PLANS
CONCRETE FOOTING
FC = 2500PSI, MIN
2 - #4 RB @ TOP &
BOTTOM OF FOOTING,
TYP, UON ON PLANS
GRADE
4" SAND OR COARSE
AGGREGATE BED, TYP
15-MIL POLYETHYLENE
VAPOR BARRIER, TYP,
MIN, UON ON PLANS
CONCRETE FOOTING
FC = 2500PSI, MIN
2 - #4 RB @ TOP &
BOTTOM OF FOOTING,
TYP, UON ON PLANS
BAR
SIZES
#3, 4, 5
#6, 7, 8
#9, 10, 11
#14, 18
D=FINISHED INSIDE
BEND DIAMETER
STANDARD
HOOKS
STIRRUP/ TIE
HOOKS
6 db
8 db
8 db
10 db 10 db
8 db
6 db
4 db
CONCRETE SLAB
PER PLAN
SIMPSON CO CBSQ44-SDS2 POST
BASE, TYP , UON ON PLANS POST PER PLAN
SIMPSON CO POST OR
COLUMN BASE PER PLAN, OAE
4
#4
6
GRADE
6
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
EN
4x4 POST, TYP, UON ON PLANS SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
HOLD DOWN ANCHOR ⌀
5/8" (SSTB20)HDU2
HDU4
HDU5
HDU8
HDU11
HDU14
13 SCALE: 1" = 1'-0"
5/8" (SSTB20)10 SDS (1
14 SDS (1
20 SDS (1
30 SDS (1
36 SDS (1
4" X 21
4" X 21
4" X 21
4" X 21
4" X 21
4" X 21
2")
2")
2")
2")
2")
2")
HOLDOWN - INTERIOR FOOTING
13
13
13
13
13
13
ANCHOR BOLT NUT SHOULD BE
FINGER-TIGHT PLUS 13 TO 1 2 TURN
WITH A HAND WRENCH. CARE
SHOULD BE TAKEN TO NOT
OVER-TORQUE THE NUT. IMPACT
WRENCHES SHOULD NOT BE USED.
ANCHOR BOLT NUT SHOULD BE
FINGER-TIGHT PLUS 13 TO 1
CONCRETE FOOTING
PER PLAN, DEEPEN AS REQ'D TO
EMBED HOLDDOWN ANCHOR BOLT
POST SCREWS EDGE DISTANCE EMBED MIN POST
6 SDS (1 4"
4"
4"
4"
4"
4"
16"
16"
20"
24"
24"
24"
4X4
4X4
4X4
4X4
4X6
4X8
HOLD DOWN ANCHOR ⌀
5/8" (SSTB16)HDU2
HDU4
HDU5
HDU8
HDU11
HDU14
5/8" (SSTB20)
5/8" (SSTB24)
7/8" (SSTB28)
1" (SB1X30)
1" (SB1X30)
A-DT-FDN-SG-ANC-017 9 SCALE: 1" = 1'-0"
10 SDS (1
14 SDS (1
20 SDS (1
30 SDS (1
36 SDS (1
4" X 21
4" X 21
4" X 21
4" X 21
4" X 21
4" X 21
2")
2")
2")
2")
2")
2")
HOLDOWN - PERIMETER FOOTING
13
13
13
13
13
13
4" SAND BED, TYP
2 TURN
WITH A HAND WRENCH. CARE
SHOULD BE TAKEN TO NOT
OVER-TORQUE THE NUT. IMPACT
WRENCHES SHOULD NOT BE USED.CONCRETE FOOTING
PER PLAN, DEEPEN AS REQ'D
TO EMBED ANCHOR BOLT
3"
CLR
POST SCREWS EDGE DISTANCE EMBED MIN POST
6 SDS (1 4"
4"
4"
4"
4"
4"
12"
16"
20"
24"
24"
24"
4X4
4X4
4X4
4X4
4X6
4X8
A-DT-FDN-SG-ANC-013 5 SCALE: 1" = 1'-0"
3"
CLR
12" MIN, TYP
UON ON PLANS
15-MIL POLYETHYLENE
VAPOR BARRIER, TYP,
MIN, UON ON PLANS
CONCRETE FOOTING
FC = 2500PSI, MIN
2 - #4 RB @ TOP &
BOTTOM OF FOOTING,
TYP, UON ON PLANS
3"
CLR
3"
CLR
12" MIN, TYP
UON ON PLANS
GRADE
15-MIL POLYETHYLENE
VAPOR BARRIER, TYP,
MIN, UON ON PLANS
CONCRETE FOOTING
FC = 2500PSI, MIN
2 - #4 RB @ TOP &
BOTTOM OF FOOTING,
TYP, UON ON PLANS
4" SAND BED, TYP
SHEAR PANEL PER PLAN
(WHERE OCCURS)
4X POST
HOLDOWN PER TABLE
CONCRETE SLAB PER PLAN
SIMPSON ANCHOR BOLT
PER TABLE
SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
EN
2x STUDS @ 16" OC, TYP, UON
2x OR 3x PTDF SILL
PER SHEAR SCHEDULE
CONCRETE SLAB, 4" MINIMUM
THICK, TYP, UON ON PLANS
SLAB REINFORCEMENT, #3 RB @
18" OC EACH WAY MINIMUM, TYP,
UON ON PLANS
SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
EN
2x STUDS @ 16" OC, TYP, UON
2x OR 3x PTDF SILL
PER SHEAR SCHEDULE
CONCRETE SLAB, 4" MINIMUM
THICK, TYP, UON ON PLANS
SLAB REINFORCEMENT, #3 RB @
18" OC EACH WAY MINIMUM, TYP,
UON ON PLANS
SLAB ON GRADE ONE STORY INTERIOR FOOTING
A-DT-FDN-SG-INT-014 1 SCALE: 1" = 1'-0"
2x STUDS @ 16" OC, TYP, UON
2x OR 3x PTDF SILL
PER SHEAR SCHEDULE
CONCRETE SLAB, 5" MINIMUM
THICK, TYP, UON ON PLANS
SLAB REINFORCEMENT, #4 RB @
18" OC EACH WAY MINIMUM, TYP,
UON ON PLANS
SHEAR PANEL PER PLAN
5/8"⌀x12" ANCHOR BOLT @
48" OC MAXIMUM, TYP, UON
0.229" x 3" SQUARE WASHER,
SIMPSON CO BP 5/8-3, TYP,
UON
EN
SLAB ON GRADE ONE STORY PERIMETER FOOTING
A-DT-FDN-SG-PTR-025
2x STUDS @ 16" OC, TYP, UON
2x OR 3x PTDF SILL
PER SHEAR SCHEDULE
CONCRETE SLAB, 5" MINIMUM
THICK, TYP, UON ON PLANS
SLAB REINFORCEMENT, #4 RB @
18" OC EACH WAY MINIMUM, TYP,
UON ON PLANS
DETAILING DIMENSION
d
b
J
DETAILING DIMENSION
6" (MIN)
HOOK
A or G
H
d
DETAILING DIMENSION
HOOK
A or G
A or G
b
12d
H
40" ⌀ OR 18"
30" ⌀ OR 18"
6"
3"
CLR12" MINIMUM
24" AT EXPANSIVE SOIL
UON ON PLANS
6" (MIN)
MASONRY WALL
CONCRETE WALL
18"
12"
24" DEEP
AT EXPANSIVE
SOILS
12" DEEP,
TYP, UON
3"
CLR
8" MIN 3"
CLR
8" (MIN)
18" MIN
12" MIN
3"
CLR
6"
8"
24" MINIMUM
EXPANSIVE SOIL
12" MIN INTO
COMPETENT
3"
CLR.
FORMATIONAL SOIL
3"
CLR.
3"
CLR.
6"
8"
3"
CLR
3"
CLR
6'-0" MAX
3"
CLR6"
8"
3"
CLR
3"
CLR.
6'-0" MAX
12" INTO COMPETENT
FORMATIONAL SOIL
24" AT EXPANSIVE SOIL
12" INTO COMPETENT
FORMATIONAL SOIL
24" AT EXPANSIVE SOIL
2" 2"
5"
2" 2"
4"
24" MINIMUM
EXPANSIVE SOIL
8"MIN
6" MIN.
3"
CLR
8" MIN 3"
CLR
6" MIN.
3"
CLR
8" MIN 3"
CLR
3"
CLR.
3"
CLR.
3"
CLR.12" MIN INTO
COMPETENT
FORMATIONAL SOIL
8"MIN 3"
CLR.
12" TYP INTO
12" TYP INTO
COMPETENT FORMATIONAL SOIL,
24" AT EXPANSIVE SOILS
18" MIN CLR
COMPETENT FORMATIONAL SOIL,
24" AT EXPANSIVE SOILS
18" MIN CLR
2" 2"
5"
2" 2"
4"
6 db3" MIN.
6 db D D
D0.0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
DRAG STRAP
PER PLAN ACROSS
BREAK, TYP
POST OR STUD
DTP
DRAG STRAP
PER PLAN ACROSS
BREAK, TYP
POST OR STUD
DTP
DRAG STRAP
PER PLAN ACROSS
BREAK, TYP
DTP
BEAM PER PLAN
POST OR STUD
DRAG STRAP
PER PLAN ACROSS
BREAK, TYP
POST OR STUD
DTP
37
DTP
DRAG STRAP AT TOP PLATE TO BEAM OR TOP PLATE
SCALE: 3/4" = 1'-0"A-DT-FMG-WF-0013 33
TYPICAL SHEAR PANEL
SCALE : NTS
2x OR 3x SILL PLATE PER
SHEAR PANEL SCHEDULE
BN
STUD
PLYWOOD SHEETS PERPENDICULAR TO FRAMING
A-DT-FMG-WF-0018 29
WOOD ROOF AND FLOOR SHEATHING LAYOUT
SCALE: 1" = 1'-0"A-DT-FMG-FF-0002 25
BEAM PER PLAN
SIMPSON CO STRAP
PER PLAN (IF BEAM'S
BROKEN AT POST)
4- 16d
4'-0"
HEADER PER PLAN
TRIMMER STUD
OPENING
KING STUD
2X BLOCKING
SIMPSON CO CCQ
POST PER PLAN
SIMPSON CO ECCQ
POST PER PLAN
2X STUDS
@ 16" OC
2X JACK STUD*
2X SOLE PLATE*
BOUNDARY NAIL , TYP
EXTERIOR
CORNER
* = OMIT AT DOOR OPENING
38
POST TO BEAM WITH CCQ/ECCQ
SCALE: 1" = 1'-0"A-DT-FMG-PB-0007 34
SHEAR PANELS
PER PLAN
INTERIOR FINISH
2X WOOD STUD WALL
SIMPSON CO MST37
STRAP EACH SIDE AND AT
ALL 4 CORNERS CENTERED
ON KING STUD
EXTERIOR SHEATHING
HEADER PER PLAN
CEMENT PLASTER SIDING
FRY REGLET
INSIDE CORNER
TRANSITION
FCP-1/SCRNTR, OAE
16" FIBER CEMENT SIDING5
WATER RESISTIVE
BARRIER(S)
OPENING
EDGE NAIL ALONG
CONTINUOUS BLOCKING AND
AROUND OPENING, TYP
2 - 2x WINDOW SILL, TYP
4x CONTINUOUS
HEADER PER PLAN
FRAMING FOR ROUGH WINDOW OR DOOR OPENING
2" = 1'-0"
SIMPSON CO CS
STRAP CONTINUOUS
FOR ENTIRE WALL LENGTH,
TYP
A-DT-FMG-WF-0006 30
4x CONTINUOUS
BLOCKING AT STRAP, TYP
EDGE NAIL ALONG
CONTINUOUS BLOCKING
AND AROUND OPENING,
TYP
PROVIDE SHEAR PANEL
ENTIRE SIDE OF WALL
AROUND OPENING
PER PLAN
RAFTER/JOIST/TRUSS/BLOCK PER PLAN, UON
RAFTER/JOIST/TRUSS PER PLAN, UON
STAGGERED EDGE NAILING OF ROOF
SHEATHING AROUND SKYLIGHT OPENING
NON-BEARING 2x4 WOOD
STUD WALL @ 16" OC
NOT TO EXCEED 10'-0"
PARTITION HEIGHT, UON
OPENING
SIMPSON CO PDPWL-300
POWDER ACTUATED FASTENER
@ 24" OC WITH
1.5" EMBEDMENT
(ICC ESR-2138), OAE
1/2 GYPSUM BOARD EACH
SIDE W/ 6d COOLER NAILS @
7" OC OR GYPSUM BOARD SCREWS
@ 12" OC, TYP, UON, OAE
CONCRETE SLAB
2x PRESERVATIVE TREATED
SILL PLATE TO CONC SLAB
BLOCKING, TYP RAFTER/JOIST/TRUSS/BLOCK PER PLAN, UON
NAIL PER NAILING SCHEDULE OR
USE METAL FRAMING HANGER, TYP, UON
PER PLAN
HOLDOWNS PER PLAN
(WHERE OCCURS), TYP
SCALE: 1" = 1'-0"
SIDING TO PLASTER AT INSIDE CORNER
A-DT-FIN-FCS-BB-0004 35
INTERIOR
FINISH
EXTERIOR SHEATHING
34" X 212" FIBER CEMENT
BATTEN, TYP
FIBER CEMENT SIDING
WATER RESISTIVE
BARRIER(S)
WOOD STUD WALL
NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
LEAVE APPROPRIATE GAP
AND CAULK
34" X 31
EXTERIOR SHEATHING
WATER RESISTIVE
BARRIER(S)
FIBER CEMENT SIDING
LEAVE APPROPRIATE GAP
AND CAULK
INSTALLATION OVER
OPEN STUD FRAMING
40 SCALE: 1" = 1'-0"
SIDING AT OUTSIDE CORNER
A-DT-FIN-FCS-BB-0002 36 SCALE: 1" = 1'-0"
SIDING AT INSIDE CORNER
A-DT-FIN-FCS-BB-0003 32
INSTALLATION OVER
PLYWOOD SHEATHING
ADHERED SIMULATED BRICK OR STONE VENEER AT STUD WALL
SCALE: 1" = 1'-0"A-DT-FMG-WF-0026 28 SCALE: 1" = 1'-0"
CURB MOUNTED SKYLIGHT AT SLOPED ROOF
A-DT-FEN-SL-0001
2" 4/4 FIBER CEMENT
TRIM BOARDS
LEAVE APPROPRIATE GAP
AND CAULK
34" X 212" FIBER CEMENT
BATTEN, TYP
FIBER CEMENT SIDING
STEP 4:
ATTACH 2ND LAYER OF
JAMB STRIPS OVER WINDOW
FLANGE AS SHOWN.
24
WINDOW FLASHING
SCALE: 1/2" = 1'-0"
STEP 5:
STARTING AT THE BOTTOM (SOLE
PLATE) OF THE WALL. LAY BUILDING
PAPER. ATTACH 2ND LAYER OF HEADER
FLASHING AS SHOWN.
A-DT-FEN-WD-0002
FIBER CEMENT SIDING
LEAVE APPROPRIATE GAP
AND CAULK
34" X 312" 4/4 FIBER CEMENT
TRIM BOARDS NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
EXTERIOR SHEATHING
WATER RESISTIVE
BARRIER(S)
PLYWOOD SHEATHING PER PLAN
SCRATCH & BROWN COAT
MORTAR SETTING BED
WEATHER RESISTANT BARRIER
R703.12.3
EXPANDED METAL LATH
ADHERED VENEER, TYP
2x STUDS @ 16" OC
INTERIOR FINISH PER PLAN
MORTAR JOINT
SHEAR WALL DETAIL
SCALE : NTS A-DT-FMG-WF-0020 31
NOTES
INTERIOR
FINISH
2X WOOD STUD WALL
• SIMULATED BRICK OR STONE VENEER SHALL BE MANUFACTURED BY ELDORADO STONE, UON.
• ADHERED SIMULATED BRICK OR STONE VENEER INSTALLATION SHALL COMPLY WITH CRC §703.12, CBC
§1404.10, ARTICLE 3.3C OF TMS 602 & ICC-ES ESR #1215, OAE
• CLEARANCES PROVIDED SHALL MEET §R703.12.1
• FLASHING AT FOUNDATION SHALL MEET §R703.12.2
• ANCHORED VENEER AS AN ALTERNATE INSTALLATION METHOD SHALL BE APPLIED PER CRC §703.8
SKYLIGHT GASKET
SEALANT
G. I. FLASHING
ROOF FELT
ROOF SHEATHING
ROOFING
ROOF STRUCTURE
INTERIOR FINISH
DUAL GLAZED SKYLIGHT
2X CURB
STEP 1:
ATTACH SILL STRIP W/ TOP
EDGE LEVEL W/ ROUGH SILL,
AS SHOWN. USE GALV. NAILS
OR POWER DRIVEN STAPLES.
WINDOW
HEADER
ROUGH-IN
OPENING
8" TYP.
SILL
NOTE:
USE MOISTSTOP OR
SIMILAR APPROVED
FLASHING MATERIAL.
1" TYP.
STEP 2:
ATTACH JAMB STRIPS W/ SIDE
EDGE W/ ROUGH JAMB
FRAMING, AS SHOWN.
STEP 3:
INSTALL WINDOW INTO ROUGH
OPEN'G, W/ WINDOW FLANGES
OVER FLASHING. ADD 2ND. LAYER OF
SILL STRIP AS SHOWN. AND CAULK AS
NOTED. ATTACH HEADER FLASHING
OVER THE WINDOW FLANGE AS SHOWN.
2ND LAYER
@ HEADER
5" MIN.
2ND LAYER
OF PAPER
OVER WNDW.
FLANGE
2" MIN.
2" MIN LAP 9" MIN
INSTALL SUCCESIVE
LINES OF BUILDING
PAPER OVER JAMB
AND HEAD FLASHING
LAP EACH COURSE
AS SHOWN
2ND LAYER OF
PAPER-SLIDE
UNDER 1ST
LAYER
HEADER
8" TYP.
HEADER CAULK ALL
NAIL HEADS
IN FLANGE
CAULK ALL (4)
SIDES OF
FLANGE
CAULK ALL
FLANGE BUTT
JOINTS
OPENING BLOCKING AND STRAPPING IN SHEAR PANEL
SCALE : 1/2" = 1'-0"A-DT-FMG-WF-0009 27
DIAPHRAGM OPENING AT SKYLIGHT
SCALE: 1" = 1'-0"A-DT-FEN-SL-0007 23
NON-BEARING INTERIOR STUD WALL TO CONCRETE SLAB
SCALE: 1" = 1'-0"A-DT-FMG-WF-COM-005
TYPICAL SLAB
STUD WALL INTERSECTION
SCALE: 1" = 1'-0"
INTERIOR
NON-SHEAR WALL
EDGE NAIL , TYP
INTERIOR
SHEAR WALL
DBL 2X SILL*
8- 16d STAGGERED
JOINT IN BOTTOM
PLATE
16d @ 12" OC
1X TOP PLATE O/
2X TOP PLATE
2X STUDS
NOTES
ALL STUDS SHALL BE 2X4
WOOD STUDS @ 16" OC
TYP, UON
A-DT-FMG-WF-0005 26
DOUBLE TOP-PLATE SPLICE
SCALE : NTS A-DT-FMG-WF-0019 22 SCALE: 1" = 1'-0"
NON-BEARING/NON-SHEAR PARTITIONS AT TOP
PERPENDICULAR
A-DT-FMG-WF-0008
PARALLEL
2X4 BLK'G @
ALTERNATE JOIST
SPACE
3- 16d @ EA 2X
BLOCK
TRUSS OR JOIST
2X6
1X TOP PLATE O/
2X TOP PLATE
2X STUDS
16d @ 12" OC
STAGGERED
16d @ 12" OC
STAGGERED
20d @ 12" OC
STAGGERED JOINT IN TOP PLATE
4'-0"NOTE:
DO NOT NAIL TOO
TIGHT. ALLOW
NAIL TO SLIDE
IN CLIP.
1X TOP PLATE O/
2X TOP PLATE
2X STUDS
2- 16d
PERPENDICULAR ALTERNATE
SHEAR PANEL
PER PLAN, TYP
2X DTP, (TYP)
2X JACK STUD
STUDS @
16" OC
JOIST CUTTING, BORING AND NOTCHING
A-DT-FMG-FF-0001SCALE = N.T.S.21 SCALE = NTS
EDGE NAIL (EN)
SHEAR PANEL
PER PLAN
BEAM PER PLAN
FIELD NAIL (FN)
EDGE NAIL (EN)
BEAM PER PLAN
2x BLOCKING CENTERED
ON HORIZONTAL PANEL
JOINTS, TYP
3
FN
UNLESS CALLED FOR
ON PLANS, NO
BLOCKING
REQ'D UNDER
SHEATHING
JOINTS
SHEATHING JOINTS
TO BE CENTERED ON
JOISTS OR RAFTERS *
8" MIN EDGE DISTANCE,
(TYP)
4'-0" X 8'-0"
PLYWOOD SHEET
TYPICAL. SEE PLANS
FOR TYPE, GRADE
AND THICKNESS.
SEE PLANS AND
NAILING SCHEDULE
FOR NAIL SIZE AND
SPACING.
BN = BOUNDARY NAIL
EN = EDGE NAIL
FN = FIELD NAIL
NOTHCHES WITHIN
1/3 SPAN EACH END
NOTCHES NOT PERMITTED
WITHIN MIDDLE THIRD OF
SPAN BUT BORED HOLES
ARE PERMITTED
*: PORTION OF STUD
REMAINING AT NOTCHES
OR HOLES SHALL BE SOUND
WOOD W/O EXCESSIVE
STRENGTH REDUCING
PROPERTIES SUCH AS KNOTS,
BREAKS, SPLITS, EXCESSIVE
SLOPE OF GRAIN, ETC
BORED HOLES ALSO PERMITTED 5 8" MIN
EDGE DIST
*
NOTCHES-MAX DEPTH 40% OF WIDTH
2X4 - 1.4" (1 3/8") DEEP NOTCH
2X6 - 2.2" (2 3/16") DEEP NOTCH
INTERIOR NONBEARING WALLS
STUD CUTTING, BORING AND NOTCHING
A-DT-FMG-WF-0004
SIMPSON CO
STCT
TRUSS OR JOIST
TRUSS RAFTER
OR JOIST
2X4 FLAT BLOK'G
@ 48" OC 2- 6d
AT EACH END
.
STUD
NOTCHES-MAX DEPTH 25% OF WIDTH
2X4 - .87" (7/8") DEEP NOTCH
2X6 - 1.37" (1 3/8") DEEP NOTCH
EXTERIOR WALLS AND BEARING WALLS
BORED HOLES-MAX SIZE HOLE 60% OF WIDTH
2X4 - 2.1" (2 1/8") DIA HOLE
2X6 - 3.3" (3 5/16") DIA HOLE
DOUBLE TOP PLATE (DTP)
MAXIMUM SIZES AS FOLLOWS:
2X SOLID BLOCKING (EXCEPT WHERE
ENDS OF JOIST ARE NAILED TO A
HEADER, BAND OR RIM JOIST OR TO
AN ADJOINING STUD OR BY OTHER
APPROVED MEANS).
BORED HOLES-MAX SIZE HOLE 40% OF WIDTH
2X4 - 1.4" (1 3/8") DIA HOLE
2X6 - 2.2" (2 3/16") DIA HOLE
5 8" MIN
EDGE DIST .BORED HOLES IN DOUBLE STUDS-MAX SIZE
HOLE
IN DOUBLE STUDS 60% OF WIDTH NO MORE
THAN
TWO ADJOINING STUDS TO BE BORED
2X4 - 2.1" (2 1/8") DIA HOLE
2X6 - 3.3" (3 5/16") DIA HOLE
2ND LAYER @ HEADER
STAGGER JOINTS
4'-0"
EN
PER PLAN
D/4 MAX.
D/6 MAX.
D/6 MAX.
D/3 MAX.
2" MIN.
D/3 MAX.
2" MIN.
JOIST DEPTH
"D"
1/2"
1/2"
1/2"
SCALE:
39
D0.1
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING
3" FIBER CANT STRIP
OR CRICKET, TYP
UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
2x4 STUDS
@ 16" OC,
TYP, UON
ON PLANS
16d @
6" OC, TYP
EN
NO TOP NAILING &
SLOPE TOP TO
DRAIN, TYP, UON
ON PLANS
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING
3" FIBER CANT STRIP
OR CRICKET, TYP
UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN SLOPE TO DRAIN
2x4 STUDS
@ 16" OC,
TYP, UON
ON PLANS
16d @
6" OC, TYP
EN
2x10 RIM JOIST,
TYP, UON
2x10 RAFTER, TYP, UON ON
PLANS
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
2x10 RAFTERS,
TYP, UON ON PLANS
2x BLOCKING @
32" O.C. W/ 4-8d
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
57 PARAPET WITH PARALLEL RAFTERS
SCALE : 1 1/2" = 1'-0"
FIBER CEMENT SIDING, TYP, UON
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING
3" FIBER CANT STRIP OR
CRICKET, TYP, UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
2x4 STUDS
@ 16" OC,
TYP, UON
ON PLANS
16d @
6" OC, TYP
EN
EN
CEMENT PLASTER
PER PLAN
BUILDING FELT
BACKED
WIRE LATH
A-DT-FMG-RF-PAR-008
PLYWOOD SHEAR
PANEL PER PLAN
GALVANIZED METAL PARAPET
CAP. NO TOP NAILING &
SLOPE TOP TO DRAIN, TYP,
UON ON PLANS
2x10 RAFTERS W/
RIPPED TOP TO
SLOPE OR SLOPED
RIPPERS W/ SIMPSON
CO RC, TYP,
UON ON PLANS
2x BLOCKING
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
PARAPET WITH PERPENDICULAR RAFTERS
SCALE : 1 1/2" = 1'-0"
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING
3" FIBER CANT STRIP
OR CRICKET, TYP
UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN SLOPE TO DRAIN
2x4 STUDS
@ 16" OC,
TYP, UON
ON PLANS
16d @
6" OC, TYP
EN
2x10 RIM JOIST,
TYP, UON
2x10 RAFTER, TYP, UON ON
PLANS
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
2x10 RAFTERS,
TYP, UON ON PLANS
2x BLOCKING @
32" O.C. W/ 4-8d
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
METAL CAP PARAPET WITH PARALLEL RAFTERS
SCALE : 1 1/2" = 1'-0"
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING
3" FIBER CANT STRIP
OR CRICKET, TYP
UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
SHAPED
4x6 O/
2x10, TYP
16d @ 6" OC, TYP
2x4 STUDS @ 16"
OC, TYP, UON ON
PLANS
EN
2x10 RIM JOIST,
TYP, UON
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
2x10 RAFTERS,
TYP, UON ON PLANS
2x BLOCKING @
32" O.C. W/ 4-8d
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
59 CORBEL PARAPET WITH PARALLEL RAFTERS
SCALE : 1 1/2" = 1'-0"
SIMPSON CO
LSTA18
STRAP
ACROSS
BREAK, TYP
EN
CEMENT PLASTER
PER PLAN
BUILDING FELT
BACKED
WIRE LATH
A-DT-FMG-RF-PAR-011
PLYWOOD SHEAR
PANEL PER PLAN
OVERHANG
PER PLAN
EXTENSION
PER PLAN
2x10 RAFTERS W/
RIPPED TOP TO
SLOPE OR SLOPED
RIPPERS W/ SIMPSON
CO RC, TYP, UON ON
PLANS
2x BLOCKING
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
CORBEL PARAPET WITH PERPENDICULAR RAFTERS
SCALE : 1 1/2" = 1'-0"
SIMPSON CO LSTA24 STRAP
ACROSS BREAK, TYP
DOUBLE TOP PLATE
EN
FIBER CEMENT
SIDING PER PLAN,
TYP, UON
ON PLANS
BUILDING FELT
AS REQUIRED
A-DT-FMG-RF-PAR-112
PLYWOOD SHEAR
PANEL PER PLAN
GALVANIZED METAL PARAPET
CAP. NO TOP NAILING &
SLOPE TOP TO DRAIN, TYP,
UON ON PLANS
2x10 RAFTERS W/
RIPPED TOP TO
SLOPE OR SLOPED
RIPPERS W/ SIMPSON
CO RC, TYP,
UON ON PLANS
2x BLOCKING
2- 2x DOUBLE
TOP PLATE, TYP
2x4 STUDS@16" 0C,
TYP, UON ON PLANS
PARAPET WITH PERPENDICULAR RAFTERS
SCALE : 1 1/2" = 1'-0"
ICE & WATER SHIELD
UNDERLAYMENT BY
WR GRACE CO, OAE
GALVANIZED METAL
"Z" FLASHING
1x BACKING, TYP
3" FIBER CANT STRIP
OR CRICKET, TYP
UON ON PLANS
GALVANIZED METAL
COUNTER FLASHING
ROOFING PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN SLOPE TO DRAIN SHAPED
4x6 O/
2x10, TYP
2x4 STUDS @ 16"
OC, TYP, UON ON
PLANS
16d @ 6" OC, TYP
EN
2x10 RIM JOIST,
TYP, UON
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
EN
CEMENT PLASTER
PER PLAN
BUILDING FELT
BACKED
WIRE LATH
A-DT-FMG-RF-PAR-010
PLYWOOD SHEAR
PANEL PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
2x10 RAFTER, TYP,
UON ON PLANS
2x EAVE BLOCKING
EA SIDE OF RAFTER
RAKE TILE, TYP, UON
METAL DRIP EDGE, TYP
EN
CLASS A RATED ROOFING
& UNDERLAYMENT PER
PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
DOUBLE
TOP PLATE
SIMPSON CO
LSTA9 STRAP
EACH SIDE
2x STUD, TYP 2X 1X
4x4 POST, TYP,
UON ON PLANS
4x4 POST
OUTRIGGER BEAM
PER PLAN
2x4 FULL HEIGHT
KING STUD EACH
SIDE OF POST
W/ 16d @ 6" OC
2x4 STUD, TYP
6-16d FROM
KING STUD TO
BEAM EACH SIDE,
TYP
4x4 BLOCKING
EACH SIDE OF
BEAM
4x8 FASCIA BOARD, TYP,
UON ON PLANS
SIMPSON CO SA36
FROM BASE OF
OUTRIGGER BEAM
TO SIDE OF 4x4
BLOCKING EACH
SIDE
OUTRIGGER BEAM
PER PLAN
2x10 ROOF RAFTER,
TYP, UON ON PLANS
2x BLOCKING @ 32" OC,
TYP, UON ON PLANS
SIMPSON CO A35, OAE,
PER SHEAR PANEL
SCHEDULE, 48" OC
MAXIMUM SPACING
2x DBL TOP PLATE
2x STUDS @ 16" OC
PER PLAN
INTERIOR FINISH,TYP
60
OUTRIGGER BEAM PARALLEL TO WALL
SCALE: 3/4" = 1'-0"A-DT-FMG-WF-0135
OUTRIGGER BEAM PERPENDICULAR TO WALL
SCALE: 1" = 1'-0"A-DT-FMG-PB-0135 SCALE: 1" = 1'-0" [SD CO PDS-198, SHEET 7, DETAIL #4]
HEAVY TIMBER IGNITION RESISTIVE RAKE
2x8 T&G EXTERIOR GRADE
STARTER BOARDS, TYP
4x6 FLAT OUTLOOKER @ 32"
0C, TYP, UON ON PLANS W/
4-16d TO RAFTER
NO VENTS @ ROOF FRAMING
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD AND BE
IGNITION RESISTIVE
CONSTRUCTION PER
COUNTY BUILDING CODE §
704A.3
INTERIOR FINISH, TYP
SIMPSON CO A35, OAE, PER
SHEAR PANEL SCHEDULE,
MAXIMUM SPACING 48" OC
2x DBL TOP PLATE
2x STUDS @16" OC PER PLAN SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD AND BE
IGNITION RESISTIVE
A-DT-FMG-RF-RAK-027 SCALE: 1" = 1'-0" [SD CO PDS-198, SHEET 7, DETAIL #4]
HEAVY TIMBER IGNITION RESISTANT EAVE
CONSTRUCTION PER COUNTY
BUILDING CODE § 704A.3
EXPOSED RAFTER TAIL PER
PLAN, 4x8 TYP W/ 8-16d TO
RAFTER, UON ON PLANS
2x CEILING JOIST
(WHERE OCCURS)
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
(48" OC MAX)
DOUBLE TOP PLATE (DTP)
2x STUDS @ 16" OC
SCALE: 1" = 1'-0"
2x ROOF RAFTERS PER PLAN
METAL DRIP EDGE, TYP
EN PLYWOOD ROOF
SHEATHING PER PLAN
EN
2x FREIZE BLOCK
1x T&G STARTER BOARD
@ EXPOSED EAVES,
TYP, UON
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EAVE CONNECTION - FRIEZE BLOCK OR SHAPED BLOCK
A-DT-FMG-RF-EAV-073
2x10 RAFTER, TYP, UON ON
PLANS
2x BLOCKING
@ 48" OC
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
WITH MAXIMUM SPACING OF
48" OC, TYP
DOUBLE TOP PLATE
2x STUDS @ 16" 0C, TYP
NOTE: IF RAKE IS IN THE VHFHSZ OR WITHIN 5 FEET OF A PROPERTY LINE
AN ALTERNATE RAKE DESIGN PER CRC TABLE R302.1(1) MAY BE
REQUIRED. REFER TO THE CRC OR THE COUNTY OF SAN DIEGO GUIDANCE
DOCUMENT PDS 198 CURRENT EDITION FOR ADDITIONAL INFORMATION.
RAKE - STEPPED FASCIA
A-DT-FMG-RF-RAK-030A
OVERHANG PER PLAN
1X T&G STARTER BOARD
@ EXPOSED EAVES
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
CEMENT PLASTER SIDING
2x6 OVER 2x8
FASCIA, TYP, UON
ON PLANS 2x CEILING JOIST
(WHERE OCCURS)
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
48" OC SPACING MAXIMUM
DOUBLE TOP PLATE
2x STUDS @ 16" OC
NOTE: IF EAVE IS IN THE VHFHSZ OR WITHIN 5 FEET OF A
PROPERTY LINE AN ALTERNATE EAVE DESIGN PER CRC TABLE
R302.1(1) MAY BE REQUIRED. REFER TO THE CRC OR THE
COUNTY OF SAN DIEGO GUIDANCE DOCUMENT PDS 198
CURRENT EDITION FOR ADDITIONAL INFORMATION.
EAVE WITH STEPPED FASCIA
2x6 OVER 2x8 FASCIA, TYP
1x T&G STARTER BOARD @
EXPOSED EAVES, TYP, UON
EN
2x BLOCKING
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
SCALE: 1" = 1'-0"
CLASS A ROOFING &
UNDERLAYMENT PER PLAN
2x10 ROOF RAFTERS, TYP,
UON ON PLANS
PLYWOOD ROOF
SHEATHING PER PLAN
2x CEILING JOISTS PER
PLAN, WHERE OCCURS
2x BLOCK WITH NO
EAVE VENTS, TYP
2x8 T&G EXTERIOR GRADE
STARTER BOARDS ABOVE
RAFTER TAILS, TYP
OVERHANG
PER PLAN
2x CEILING JOIST
(WHERE OCCURS)
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
(48" OC MAX)
2x STUDS @ 16" OC
DOUBLE TOP PLATE (DTP)
SIDING TO PLASTER AT INSIDE CORNER
A-DT-FIN-FCS-LS-0004
2x ROOF RAFTERS PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
EN
1x T&G STARTER BOARD
@ EXPOSED EAVES,
TYP, UON
2x SHAPED BLOCK
(MAYBE OFFSET FROM DTP
TO PROVIDE FINISH STOP)
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
FRY REGLET
INSIDE CORNER
TRANSITION
FCP-1NTISCNR750, OAE
FIBER CEMENT LAP SIDING
WITH WIDTH PER PLAN
3
4"
WATER RESISTIVE
BARRIER(S)
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
EN
FIBER CEMENT
SIDING PER PLAN,
TYP, UON
ON PLANS
BUILDING FELT
AS REQUIRED
A-DT-FMG-RF-PAR-113
PLYWOOD SHEAR
PANEL PER PLAN
GALVANIZED METAL PARAPET
CAP. NO TOP NAILING &
SLOPE TOP TO DRAIN, TYP,
UON ON PLANS
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
EN
2x4 OUTLOOKERS @ 24" OC
WITH 2-16d TO RAFTER, TYP,
UON
PLYWOOD ROOF SHEATHING
PER PLAN
OVERHANG PER PLAN
NO VENTS @ ROOF
FRAMING, TYP
METAL DRIP EDGE,
TYP
2x BLOCKING
@ 48" OC
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
WITH MAXIMUM SPACING OF
48" OC, TYP
DOUBLE TOP PLATE
2x STUDS @ 16" 0C, TYP
NOTE: IF RAKE IS IN THE VHFHSZ OR WITHIN 5 FEET OF A PROPERTY LINE
AN ALTERNATE RAKE DESIGN PER CRC TABLE R302.1(1) MAY BE REQUIRED.
REFER TO THE CRC OR THE COUNTY OF SAN DIEGO GUIDANCE DOCUMENT
PDS 198 CURRENT EDITION FOR ADDITIONAL INFORMATION.
RAKE WITH DOUBLE FASCIA
A-DT-FMG-RF-RAK-029A
1X T&G STARTER BOARD
@ EXPOSED EAVES
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
2x6 OVER 2x10
FASCIA, TYP, UON
ON PLANS
2x CEILING JOIST
(WHERE OCCURS)
SIMPSON CO H3
AT EACH RAFTER
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
48" OC SPACING MAXIMUM
DOUBLE TOP PLATE
2x STUDS @ 16" OC
NOTE: IF EAVE IS IN THE VHFHSZ OR WITHIN 5 FEET OF
A PROPERTY LINE AN ALTERNATE EAVE DESIGN PER CRC
TABLE R302.1(1) MAY BE REQUIRED. REFER TO THE
CRC OR THE COUNTY OF SAN DIEGO GUIDANCE
DOCUMENT PDS 198 CURRENT EDITION FOR
ADDITIONAL INFORMATION.
46 SCALE: 1" = 1'-0"
EXPOSED RAFTER EAVE
FIBER CEMENT
SIDING, TYP, UON
SIMPSON CO.
LTP4 @ 48" OC
MAXIMUM, TYP,
UON ON SHEAR
PANEL SCHEDULE
EN
CEMENT PLASTER
PER PLAN
BUILDING FELT
BACKED
WIRE LATH
SCALE: 1" = 1'-0"
PLYWOOD SHEAR
PANEL PER PLAN
GALVANIZED METAL PARAPET
CAP. NO TOP NAILING &
SLOPE TOP TO DRAIN, TYP,
UON ON PLANS
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
EN
2x4 OUTLOOKERS @ 24" OC
WITH 2-16d TO RAFTER, TYP,
UON
PLYWOOD ROOF SHEATHING
PER PLAN
OVERHANG PER PLAN
NO VENTS @ ROOF
FRAMING, TYP
METAL DRIP EDGE,
TYP
2x BLOCKING
@ 48" OC
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
WITH MAXIMUM SPACING OF
48" OC, TYP
DOUBLE TOP PLATE
2x STUDS @ 16" 0C, TYP EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
NOTE: IF RAKE IS IN THE VHFHSZ OR WITHIN 5 FEET OF A PROPERTY LINE AN
ALTERNATE RAKE DESIGN PER CRC TABLE R302.1(1) MAY BE REQUIRED.
REFER TO THE CRC OR THE COUNTY OF SAN DIEGO GUIDANCE DOCUMENT
PDS 198 CURRENT EDITION FOR ADDITIONAL INFORMATION.
RAKE WITH 2x FASCIA
A-DT-FMG-RF-RAK-028A
NOTE: IF EAVE IS IN THE VHFHSZ OR WITHIN 5 FEET OF A
PROPERTY LINE AN ALTERNATE EAVE DESIGN PER CRC TABLE
R302.1(1) MAY BE REQUIRED. REFER TO THE CRC OR THE
COUNTY OF SAN DIEGO GUIDANCE DOCUMENT PDS 198
CURRENT EDITION FOR ADDITIONAL INFORMATION.
SCALE: 1" = 1'-0"
EAVE WITH 2x FASCIA
1X T&G STARTER BOARD
@ EXPOSED EAVES
EN
SHEAR PANEL PER PLAN
(WHERE OCCURS)
2x12 FASCIA, TYP,
UON ON PLANS
2X CEILING JOIST
(WHERE OCCURS)
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
48" OC SPACING MAXIMUM
DOUBLE TOP PLATE
2X STUDS @ 16" OC
2X12 FASCIA, TYP, UON ON
PLANS
1X T&G STARTER BOARD @
EXPOSED EAVES, TYP, UON
EN
2x BLOCKING
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
A-DT-FMG-RF-EAV-075
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
2x10 RAFTERS, TYP,
UON ON PLANS
PLYWOOD ROOF
SHEATHING PER PLAN
EN
NO VENTS @ ROOF
FRAMING, TYP
METAL DRIP EDGE, TYP
INTERIOR
FINISH
WOOD STUD WALL
FIBER CEMENT LAP SIDING
WITH WIDTH PER PLAN
EXTERIOR SHEATHING
WATER RESISTIVE
BARRIER
BLIND NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
LEAVE APPROPRIATE GAP &
CAULK
34" X 3.5" 4
BOARDS
2x4 OR 2x6 FASCIA, TYP
1x T&G STARTER BOARD @
EXPOSED EAVES, TYP, UON
EN
2x BLOCKING
SHEAR PANEL PER PLAN
(WHERE OCCURS)
EXTERIOR SIDING TO EXTEND
TO STARTER BOARD
SCALE: 1" = 1'-0"
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
2x10 RAFTERS, TYP,
UON ON PLANS
PLYWOOD ROOF
SHEATHING PER PLAN
EN
NO VENTS @ ROOF
FRAMING, TYP
METAL DRIP EDGE, TYP
EXTERIOR SHEATHING
2X WOOD STUD WALL
INTERIOR FINISH
LAP SIDING AT OUTSIDE CORNER
A-DT-FIN-FCS-LS-0002
EXTERIOR SHEATHING
WATER RESISTIVE BARRIER
FIBER CEMENT LAP SIDING
WITH WIDTH PER PLAN
LEAVE APPROPRIATE GAP
& CAULK
4 FIBER CEMENT TRIM
SIDING AT INSIDE CORNER
A-DT-FIN-FCS-LS-0003
FIBER CEMENT LAP SIDING
WITH WIDTH PER PLAN
LEAVE APPROPRIATE GAP
AND CAULK
3 4" X 312" 4/4 FIBER CEMENT
TRIM BOARDS
LEAVE APPROPRIATE GAP
AND CAULK
FIBER CEMENT LAP SIDING
WITH WIDTH PER PLAN
BLIND NAIL SIDING PER
MANUFACTURER'S
INSTALLATION REQUIREMENTS
WATER RESISTIVE
BARRIER(S)
NO TOP NAILING &
SLOPE TOP TO
DRAIN, TYP, UON
ON PLANS
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
CLASS A RATED ROOFING &
UNDERLAYMENT PER PLAN
EN
2x4 OUTLOOKERS @ 24" OC
WITH 2-16d TO RAFTER, TYP,
UON
PLYWOOD ROOF SHEATHING
PER PLAN
OVERHANG PER PLAN
NO VENTS @ ROOF
FRAMING, TYP
METAL DRIP EDGE,
TYP
2x10 RAFTERS, TYP,
UON ON PLANS
PLYWOOD ROOF
SHEATHING PER PLAN
EN
NO VENTS @ EAVE BLOCK,
TYP, UON
METAL DRIP EDGE, TYP
EXTERIOR SHEATHING
2X WOOD STUD WALL
INTERIOR
FINISH
PARAPET HEIGHT
PER PLAN
PARAPET HEIGHT
PER PLAN
PARAPET HEIGHT
PER PLAN
PARAPET HEIGHT
PER PLAN
PARAPET HEIGHT
PER PLAN
PARAPET HEIGHT
PER PLAN
412"
412"
FRIEZE BLOCK
SHAPED BLOCK
3 4"
2X
X
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
58
56
55
54
53 49
50
51
52 48 44
47 43
46 42
45 41 SCALE: 1" = 1'-0"
A-DT-FMG-RF-EAV-O77A
A-DT-FMG-RF-EAV-O76A
A-DT-FMG-RF-PAR-009
A-DT-FMG-RF-EAV-074
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
D0.2
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
EXTERIOR FINISH, TYP
WATER RESISTIVE
BARRIER, TYP
PLYWOOD SHEAR PANEL,
WHERE OCCURS
G.I. FLASHING
4x6 RESAWN TRELLIS
MEMBER, TYP, UON
ON PLANS W/ 1/2"⌀
X 10" LAG SCREW
TO TRELLIS RAFTER,
COUNTERSUNK
AND COVERED WITH
HARD PLASTIC PLUG
FOR RAIN
PROTECTION
SHEATHING PER PLAN,TYP
EN
PLYWOOD ROOF
2x4 @ 16" 0C STUDS,
TYP, UON ON PLANS
2x4 BLOCKING
NOTES:
ELEVATION
4x10 RESAWN TRELLIS
RAFTER @ 24" OC,
TYP, UON ON PLANS W/
1/2"⌀ X 16" LAG
SCREW TO TRELLIS
BEAM, COUNTERSUNK
AND COVERED WITH
HARD PLASTIC PLUG
FOR RAIN PROTECTION
EN
2x BLOCKING WITH
EN, TYP
SIMPSON CO LTP4 PER
SHEAR PANEL SCHEDULE
W/ MAXIMUM SPACING
OF 48" OC, OAE
2x BLOCKING, TYP
2x10 RAFTERS, TYP,
UON ON PLANS
4x10 RESAWN
TRELLIS RAFTER, TYP,
UON ON PLANS
SIMPSON CO.
HUCQ410-SDS, TYP,
UON ON PLANS
4x12 RESAWN LEDGER W/
2-5/8" ⌀ X 8" LAG SCREWS
TO STUD @ 16" OC
77 TRELLIS LEDGER AT WALL
SCALE : 1" = 1'-0"
51
A-DT-FMG-RF-TRL-055
2" TO MATCH
TRELLIS POST SIZE,
TYP, UON ON PLANS
4X6 RESAWN TRELLIS
MEMBER, TYP, UON ON
PLANS W/ 1/2"⌀ X 10"
LAG SCREW TO TRELLIS
RAFTER,COUNTERSUNK
AND COVERED WITH
HARD PLASTIC PLUG
FOR RAIN PROTECTION
8x8 RESAWN POST,TYP
UON ON PLANS
73 POST/BEAM/RAFTER/TRELLIS CONNECTIONS
SCALE: 1" = 1'-0"
SHEET METAL CAP
W/ 1/2" LIP AT
6x8 POST
2-1 /2" ⌀
THRU BOLTS
2x CEILING JOIST
(WHERE OCCURS)
SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE W/
MAXIMUM SPACING OF
48" OC, OAE
4x10 RESAWN TRELLIS RAFTER,
@ 24" OC TYP, UON ON PLANS
SECTION 8x12 RESAWN BEAM, TYP
UON ON PLANS
2-5 8"⌀ X 16" LAG SCREW FROM
RESAWN BEAM TO RESAWM
POST, COUNTERSUNK AND
COVERED WITH HARD PLASTIC
PLUG FOR RAIN PROTECTION
DOUBLE TOP PLATE
2x4 STUDS @ 16" OC, TYP,
UON ON PLANS
SHEAR PANEL PER PLAN
(WHERE OCCURS)
A-DT-FMG-RF-TRL-054 69 SCALE: 1" = 1'-0"
4x6 TRELLIS MEMBER
EACH SIDE OF POST,
TYP
SLOPED TO LOW SLOPE ROOF TRANSITION
A-DT-FMG-RF-0332
SIMPSON CO. RC1.56
CLIP @ 24" OC, TYP
2x SLOPED RIPPER, TYP,
UON ON PLANS
2x10 RAFTERS, TYP,
UON ON PLANS
2x12 CONT. LEDGER W/
3- 5/8" ⌀ x 5" LAG
SCREWS @ 32" OC, TYP
LUS210 HANGER AT
EACH RAFTER, TYP
65
EXTERIOR SHEATHING
WATER RESISTIVE BARRIER
EXTERIOR SIDING PER PLANS
"J" METAL W/ WEEP HOLES, OAE
31
FULL HEIGHT 2x4 STUDS
EACH SIDE OF EACH BEAM,
TYP
6-16d EACH SIDE
TO BEAM, TYP
2"
PAINTED METAL COUNTER FLASHING
METAL FLASHING
ROOFING PER PLAN
ROOFING UNDERLAYMENT
KING POST
SCALE: 1" = 1'-0"
BEAM PER PLAN
SIMPSON CO LSTA24
STRAP AT EACH
RAFTER PAIR, TYP,
UON ON PLANS
SIMPSON CO
LSTA21 STRAP
@ BREAK IN PLATE
2X10 RAFTER, TYP,
UON ON PLANS
EN
2x10 RIDGE BOARD, TYP,
UON ON PLANS
CLASS A ROOFING AND
UNDERLAYMENT PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
TN
A-DT-FMG-PB-0006 61SCALE : 1" = 1'-0"
RAFTERS AT RIDGE BOARD OVER RIDGE BEAM
BEAM PER PLAN
SIMPSON CO LSTA24
STRAP AT EACH
RAFTER PAIR, TYP,
UON ON PLANS
SIMPSON CO
LSTA21 STRAP
@ BREAK IN PLATE
2X10 RAFTER, TYP,
UON ON PLANS
EN
2x10 RIDGE BOARD, TYP,
UON ON PLANS
CLASS A ROOFING AND
UNDERLAYMENT PER PLAN
PLYWOOD ROOF
SHEATHING PER PLAN
TN
6-16d EACH
SIDE TO BEAM
SIMPSON CO. CC
PER PLAN
BEAM PER PLAN
2x10 RAFTERS, TYP,
UON ON PLANS
INTERIOR FINISH
CEILING MATERIAL
PER PLAN
RIDGE BEAM PER PLAN
1. USE CC IF CONNECTIONS ARE VISIBLE.
CCQ IF NOT VISIBLE. SIMPSON CO.
ARCHITECTURAL SERIES ACCEPTABLE
IN PLACE OF CC IF DESIRED.
2. USE ECC OR ECCQ AT TOP
CONNECTION IF KING POST IS AT
AN END WALL LOCATION.
BEAM PER PLAN
EN
SIMPSON CO. CC
PER PLAN
KING POST PER PLAN
SIMPSON CO LSTA24
STRAP @ EACH RAFTER
PAIR, TYP, UON ON PLANS
PLYWOOD ROOF
SHEATHING PER PLAN
CLASS A ROOFING AND
UNDERLAYMENT PER PLAN
2x10 RIDGE BOARD, TYP,
UON ON PLANS
TN, TYP
A-DT-FMG-RF-RDG-003
6-16d @ 6" OC
FROM 2x TO POST
EACH SIDE, TYP
4x10 TRELLIS BEAM,
TYP, UON ON PLANS
4X4 POST, TYP, UON ON
PLANS
4x6 RESAWN TRELLIS
MEMBERS @ 9" 0C,
TYP, UON ON PLANS
W/ 1/2"⌀ X 10" LAG SCREW
TO TRELLIS RAFTER,
COUNTERSUNK
AND COVERED WITH
HARD PLASTIC PLUG
FOR RAIN
PROTECTION
THRU BOLTS
78 SCALE : 1" = 1'-0"
EN
2x4 SOLID BLOCKING
TRELLIS BEAMS TO STUD WALL
A-DT-FMG-PB-0034
PLYWOOD SHEAR PANEL,
WHERE OCCURS
EXTERIOR FINISH PER PLAN
WATER RESISTIVE BARRIER, TYP
METAL 'Z' FLASHING, TYP
4x6 RESAWN TRELLIS @ 18" OC
1/2"⌀ X 8" LAG
SCREW FROM
TRELLIS TO
BEAM,
4x8 RESAWN LEDGER
W/ 2-1/2"⌀ X 8" LAG
SCREWS @16" OC
SIMPSON CO HUC46
HANGER, TYP
2x4 SOLID BLOCKING
W/ 1/2"⌀ X 6"
LAG SCREW, TYP
2x SOLID BLOCKING
W/ 1/2"⌀ X 4"
LAG SCREW, TYP
COUNTERSUNK
AND COVERED
WITH HARD
PLASTIC PLUG
FOR RAIN
PROTECTION
4x8 TRELLIS
BEAM
1/2"⌀ X 6" LAG
SCREW FROM
KNEE BRACE TO
BEAM,
COUNTER SUNK
74 SCALE: 1" = 1'-0"
TRELLIS AT POST
2-1/2" ⌀
2X DBL
EQ EQ
TYP
4X10 RESAWN BEAM
EACH SIDE OF POST,
TYP, UON ON PLANS
6x8 RESAWN POST,
TYP, UON ON PLANS
ROOF SHEATHING
1X4 SPACER
WOOD ROOF FRAMING
WOOD WALL FRAMING
TOP PLATE, (TYP)
2X STUDS
BALLOON FRAMED
PER PLAN
SIMPSON CO.
ECCQ COLUMN CAP
TYP, UON ON PLANS
POST PER
PLAN
2X DBL
TOP PLATE, (TYP)
2X STUDS
BALLOON FRAMED
PER PLAN
FULL HEIGHT 2X
STUD EACH SIDE
TO TOP OF BEAM
POST PER
PLAN
16d @ 6" 0C FROM 2X
TO POST EACH SIDE
A-DT-FMG-PB-0136 70 SCALE: 1" = 1'-0"
4x6 RESAWN TRELLIS
MEMBERS @ 9" 0C,
TYP, UON ON PLANS
W/ 1/2"⌀ X 10" LAG SCREW
TO TRELLIS RAFTER,
COUNTERSUNK
AND COVERED WITH
HARD PLASTIC PLUG
FOR RAIN
PROTECTION
FULL HEIGHT
2x4 STUDS
EACH SIDE
OF EACH
BEAM, TYP
6-16d EACH
SIDE TO BEAM,
TYP
4x10 RESAWN BEAM,
TYP, UON ON PLANS
4X4 POST BELOW
& ABOVE BEAM, TYP,
UON ON PLANS
6-16d @ 6" OC
FROM 2X TO POST
EACH SIDE, TYP
4x6 RESAWN KNEE BRACE, TYP
2x SOLID BLOCKING
W/ 1/2"⌀ X 8"
LAG SCREW AT KNEE
BRACE BASE, TYP
79 KNEE BRACE TRELLIS OPENING CAP
SCALE : 1" = 1'-0"A-DT-FMG-RF-0321
PLYWOOD ROOF SHEATHING PER PLAN
EN
2x BLOCKING @ 32" OC, MINIMUM
PLYWOOD ROOF
SHEATHING PER PLAN, TYP
2x BLOCKING, TYP
PARALLEL
TO RAFTERS SIMPSON CO A35 PER
SHEAR PANEL SCHEDULE
EN
2x10 RAFTER PER PLAN, TYP, UON
SHEAR PANEL PER PLAN (WHERE OCCURS)
2x STUDS @ 16" OC, TYP
PLYWOOD ROOF SHEATHING PER PLAN
2x10 RAFTER PER PLAN, TYP, UON
EN
2x BLOCKING @ EACH SPACE BETWEEN
RAFTERS, TYP
2x FLAT PAD PER PLAN
PERPENDICULAR
TO RAFTERS
SIMPSON CO A35 PER SHEAR PANEL
SCHEDULE
EN
SHEAR PANEL PER PLAN (WHERE OCCURS)
2x STUDS @ 16" OC, TYP
80 SCALE: 1" = 1'-0"
INTERIOR SHEAR WALL TO ROOF
A-DT-FMG-RF-WAL-039 76 SCALE : 1" = 1'-0"
CALIFORNIA ROOF FILL CONNECTION
A-DT-FMG-RF-0183 72 SCALE = 1" : 1'-0"
RIDGE BOARD DETAIL
A-DT-FMG-RF-0074 68 HIP/RIDGE DETAIL
SCALE : 1" = 1'-0"A-DT-FMG-RF-0017 64
16d @ 6" OC
2x4 FLAT BLOCKING
IN SIMPSON CO Z44 CLIPS
2x10 RAFTER, TYP,
UON ON PLANS
ROOF RAFTER OR
TRUSS PER PLAN
2x10 ROOF RAFTERS,
TYP, UON ON PLANS
SIMPSON CO. LRUZ
HANGER PER PLAN, TYP,
UON ON PLANS
2x12 RIDGE BOARD, TYP,
UON ON PLANS
RIDGE BEAM/BOARD
PER PLAN
2x JOISTS PER PLAN
2X BLOCKING
@ 32" OC
HIP BEAM/BOARD
PER PLAN, TYP
SIMPSON CO.
HHRC PER PLAN
16d @ 6" OC TO
WALL BLOCKING
2x LEDGER PER PLAN W/
3-16d AT EACH STUD
2x STUD WALL
PER PLAN
2x JOIST PER PLAN
IN SIMPSON CO
LUS HANGER
2x LEDGER PER
PLAN W/ 3-16d AT
EACH STUD
PARALLEL
JOISTS TO LEDGER AT WALL
SCALE : 1" = 1'-0"
PERPENDICULAR
A-DT-FMG-FF-0153
16d @ 6" OC
SIMPSON CO A35 @ 16" OC
PLYWOOD ROOF
SHEATHING PER PLAN, TYP
EN
EN
75 SCALE : 1" = 1'-0"
CANTILEVER TRELLIS OPENING CAP
A-DT-FMG-PB-0137 71 SCALE: 1" = 1'-0"
SLOPED ROOF TO WALL
A-DT-FIN-WP-0003
67 SCALE : 1" = 1'-0"
SIMPSON CO. LSTA18
STRAP @ 48" O.C.
W/ 14-10d, RAFTER
TO RAFTER, TYP, UON ON
PLANS, OAE
PLYWOOD ROOF
SHEATHING PER PLAN
RAFTER OR BEAM
PER PLAN
RIDGE BEAM/BOARD
PER PLAN HIP BEAM/BOARD
PER PLAN, TYP
SIMPSON CO.
HRC PER PLAN
EN
PLYWOOD
SHEATHING
PER PLAN
SHEAR PANEL
PER PLAN
(WHERE
OCCURS)
2x BLOCKING
EN
PLYWOOD
SHEATHING
PER PLAN
RAFTER TO HIP OR VALLEY
A-DT-FMG-RF-0328 63 PARALLEL JOISTS AT EDGE WITH WALL
SCALE : 1" = 1'-0"A-DT-FMG-FF-0132
4x6 RESAWN VERTICAL
MEMBER
SHEET METAL CAP WITH
1/2" LIP OVER 4x10
WOOD WALL
FRAMING
WOOD ROOF FRAMING
ROOF SHEATHING
2X LEDGER OR BLOCKING PER PLAN
2X STUDS @ 16" OC
INTERIOR FINISH
EXTERIOR SHEATHING
2x10 RAFTER, TYP, UON ON PLANS
SIMPSON CO LS70, 0AE
ROOF TO WALL - FIBER CEMENT LAP SIDING
A-DT-FIN-WP-0004
66 SCALE : 1" = 1'-0"
RIDGE BOARD & BEAM AT WALL POST W/ HARDWARE
A-DT-FMG-RF-RDG-023 62 SCALE : 1" = 1'-0"
RIDGE BOARD & BEAM AT WALL POST W/0 HARDWARE
A-DT-FMG-RF-RDG-005B
EXTERIOR SIDING
PER PLAN PLAN VIEW
WATER RESISTIVE BARRIER
"J" METAL W/ WEEP HOLES, OAE
METAL COUNTER FLASHING
1X4 SPACER
METAL FLASHING
ROOFING PER PLAN
ROOFING UNDERLAYMENT
HIP OR VALLEY MEMBER
PER PLAN GYPSUM BOARD
"J" MOLDING
2-2X JOISTS
PER PLAN
2X JOISTS PER PLAN
2X BLOCKING @ 32" OC
2-2X DBL TOP PLATE
EN
PLYWOOD SHEATHING
PER PLAN
3"
214"
4"
158"
158"
212"
212"
2"
D0.3
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.com
NOTE: ONE HOUR FIRE RATING
SHOWN IN THIS DETAIL IS ACHIEVED
BY ADHERING TO SECTION 4.3 OF
ICC ESR-2290. JAMES HARDIE
BUILDING PRODUCTS, INC.
FIBER CEMENT PANEL OR LAP SIDING
WATER RESISTIVE BARRIERS
PLYWOOD SHEAR PANEL
(WHERE OCCURS)
R-13 BATT INSULATION, MIN
2X STUDS @ 16" OC
5/8" TYPE 'X' GYPSUM WALL
BOARD, OAE
5/8" TYPE 'X' WATER RESISTANT
CORE-TREATED GYPSUM WALL
BOARD, OAE
SIMPSON CO LSTA24
STRAP OVER RAFTER
PAIR, TYPICAL
2x10 ROOF RAFTERS,
TYPICAL
97 93 89
EXTERIOR ONE HOUR WALL - FIBER CEMENT SIDING EXTERIOR
SCALE: 2" = 1'-0"A-DT-FIN-FR-WAL-033 85
SKEWED AND/OR
SLOPED BEAM
PER PLAN
ROOF SHEATHING,
PER PLAN
SIMPSON CO. ST12
STRAP BOTH SIDES
KING POST PER PLAN
NOTES:
1. USE CC IF CONNECTIONS ARE VISIBLE.
CCQ IF NOT VISIBLE. SIMPSON CO.
ARCHITECTURAL SERIES ACCEPTABLE
IN PLACE OF CC IF DESIRED.
2. USE ECC OR ECCQ AT TOP
CONNECTION IF KING POST IS AT
AN END WALL LOCATION.
B
7
SIMPSON CO. CC
PER PLAN
BEAM PER PLAN
GYPSUM BOARD
CEILING PER PLAN, OAE
NOTES:
1. DESIGN BASED ON 2019 CRC SECTION R806.5.5.1.1
2. THE INSULATION R-VALUES SHOULD MEET THE R-VALUE REQUIRED BY THE ENERGY REPORT
3. WHERE ONLY AIR-IMPERMEABLE INSULATION IS PROVIDED, IT SHALL BE APPLIED IN DIRECT
CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING.
C
2x4 (MIN) WOOD STUDS
@ 16" OC
5 8" TYPE 'X'
GYPSUM BOARD
NOTES:
1.
2.
98 94 90
KING POST WITH SLOPED AND/OR SKEWED TOP BEAM
SCALE: 1" = 1'-0"
THE ADDITION OF PLYWOOD SHEATHING TO
THESE ASSEMBLIES DOES NOT LESSEN
THE FIRE RESISTANCE.
ATTACH WALL TO EXISTING OR NEW FIRE
RATED FLOOR/CEILING ASSEMBLY AS
REQUIRED TO MAINTAIN FIRE RESISTANCE.
A-DT-FMG-PB-0142 86 SCALE : 1" = 1'-0"
INSULATION AT UNVENTED ROOF ASSEMBLY - IMPERMEABLE ONLY
A-DT-FMG-RF-0326 82
ROOF SHEATHING,
PER PLAN
EN
PLYWOOD SHEATHING
PER PLAN ROOF RAFTERS,
PER PLAN
AIR-IMPERMEABLE INSULATION
IN DIRECT CONTACT WITH
ROOF SHEATHING AND
HAVING AN R-VALUE OF R-5
IN CLIMATE ZONES 3-15
PLYWOOD SHEAR PANEL PER PLAN
(WHERE OCCURS)
GYPSUM BOARD
"J" MOLDING
2X JOISTS PER PLAN
GYPSUM BOARD
CEILING PER PLAN, OAE
RIM BEAM PER PLAN
NOTES:
1. DESIGN BASED ON 2019 CRC SECTION R806.5.5.1.3
2. THE COMBINED R-VALUES SHOULD MEET THE R-VALUE REQUIRED BY THE ENERGY REPORT
3. WHERE BOTH AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION ARE PROVIDED, THE
AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDER-SIDE OF
THE STRUCTURAL ROOF SHEATHING AND SHALL BE IN ACCORDANCE WITH THE R-VALUES IN
TABLE R806.5 FOR CONDENSATION CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE
INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION.
99 95 91 PERPENDICULAR JOISTS AT EDGE
SCALE : 1" = 1'-0"
SHEAR PANEL PER PLAN
FIELD NAIL (FN)
TYPE 1
4x4 POST,MIN
1" NOSING, TYP
EDGE NAIL (EN)
SHEAR PANEL PER PLAN
FIELD NAIL (FN)
2x STUD, TYP
SHEAR PANEL PER PLAN
FIELD NAIL (FN)
TYPE 2
3-2x4 POST, MIN
EDGE NAIL (EN)
SHEAR PANEL PER PLAN
FIELD NAIL (FN)
2x STUD, TYP
100 96 92 SCALE: 1" = 1'-0"
HOLD DOWN AT SHEAR WALL INTERSECTION
1. DESIGN BASED ON 2019 CRC SECTION R806.5.5.1.2
2. THE COMBINED R-VALUES SHOULD MEET THE R-VALUE REQUIRED BY THE ENERGY REPORT
3. WHERE AIR-PERMEABLE INSULATION IS PROVIDED INSIDE THE BUILDING THERMAL ENVELOPE, IT
SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 5.1.1. IN ADDITION TO THE AIR-
PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHEATHING, RIGID
BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF
SHEATHING IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR CONDENSATION
CONTROL.
A-DT-FDN-SG-ANC-018 88 SCALE : 1" = 1'-0"
INSULATION AT UNVENTED ROOF ASSEMBLY - OVER/UNDER
A-DT-FMG-RF-0327
HOLDOWN PER FOUNDATION PLAN
2x STUD W/ 2-16d @ 6"0C VERTICAL
ANCHOR BOLT WITH BEARING PLATE
PER FOUNDATION PLAN
CONCRETE SLAB AND FOOTING
PER FOUNDATION PLAN
GYPSUM BOARD
CEILING PER PLAN, OAE
NOTES:
AIR-PERMEABLE INSULATION
INSTALLED DIRECTLY UNDER
THE STRUCTURAL SHEATHING EXPANSION
JOINT, TYP
#3 REINF. BAR @
18" 0C EA WAY, TYP
4" SANDBED W/ 15 MIL
VAPOR BARRIER @MID
HEIGHT, TYPNOTES:
1. MAXIMUM RISER HEIGHT IS 7-3/4".
2. MINIMUM TREAD SIZE IS 10" + 1" NOSING, 11" W/O NOSING.
3. MAXIMUM VARIATION BETWEEN RISER HEIGHT IS 3/8".
4. MAXIMUM DROP TO LANDING AT OUTSWING DOOR IS 1-1/2".
84 EXTERIOR STAIRS AT STEM WALL FOOTINGSCALE = 1" : 1'-0"A-DT-FDN-SW-0136
WATERPROOF
MEMBRANE,
TYP
GRADE,
TYP
CONCRETE SLAB AND FOOTING
PER FOUNDATION PLAN ROOF RAFTERS,
PER PLAN
A-DT-FMG-FF-0154
HOLDOWN PER FOUNDATION PLAN
ANCHOR BOLT WITH BEARING PLATE
PER FOUNDATION PLAN
ROOF SHEATHING,
PER PLAN
AIR-IMPERMEABLE INSULATION
IN DIRECT CONTACT WITH
ROOF SHEATHING AND
HAVING AN R-VALUE OF R-5
IN CLIMATE ZONES 3-15 OR
PER CRC TABLE R806.5
87 SCALE : 1" = 1'-0"
INSULATION AT UNVENTED ROOF ASSEMBLY - BOTH TYPES
A-DT-FMG-RF-0325 83
WIDTH OF LANDING
SHALL BE EQUAL TO
OR GREATER THAN
THE DOOR SERVED
CONCRETE STAIRS &
LANDING, TYP
#3 REINF. BAR @
NOSING, TYP
11" (10" MIN +1" NOSING)
2% MAX SLOPE
NOTE:
WALL ASSEMBLY PER 2016 CBC TABLE
721.1(2) ITEM NUMBER 15-1.3 & 14.1.3
AND UL U305 & NGC 2016071
A-DT-FIN-FR-WAL-025
36" MINIMUM LANDING DEPTH
INSWING OR
SLIDING EGRESS
DOOR, TYP
AIR-PERMEABLE INSULATION
INSTALLED DIRECTLY UNDER
THE AIR-PERMEABLE INSULATION
METAL CHANNEL @ 24" OC
5/8" TYPE 'X' GYPSUM BOARD, TYP
7/8" CEMENT PLASTER, TYP
2X4 STUDS @ 16" OC
R-15 BATT INSULATION, TYP
FIRE RESISTANCE - ONE HOUR WOOD FRAMED WALLS
SCALE: 1" = 1'-0"A-DT-FIN-FR-WAL-001
14-1.3
WP 3510
&
WP 3514
ROOF RAFTERS,
PER PLAN
AIR-IMPERMEABLE INSULATION
IN DIRECT CONTACT WITH
ROOF SHEATHING AND
HAVING AN R-VALUE REQUIRED
BY THE ENERGY REPORT
RIDGE BEAM INTERSECTION WITH VALLEY RAFTERS ABOVE
SCALE: 1" = 1'-0"
SIMPSON CO HWD610 SADDLE
HANGER FOR CROSS BEAM
BELOW
SIMPSON CO LSTA24 STRAP
FROM VALLEY RAFTER TO VALLEY
RAFTER, TYPICAL
2x10 RAFTERS, TYP,
UON ON PLANS
INTERIOR FINISH
CEILING MATERIAL
PER PLAN
SIMPSON CO. LRUZ
HANGER PER PLAN,
TYP, UON ON PLANS
RIDGE BEAM PER PLAN
2x10 VALLEY RAFTER,
TYPICAL
6x10 RIDGE BEAM
BELOW IN SADDLE
HANGER
EN
2x10 RIDGE BOARD WITH
SIMPSON CO LSTA24 STRAP
AT BREAK, TYP SIMPSON CO LSTA24
STRAP @ EACH RAFTER
PAIR, TYP, UON ON PLANS
6x10 CONTINUOUS
RIDGE BEAM BELOW
2x10 CONTINUOUS RIDGE
BOARD
PLYWOOD ROOF
SHEATHING PER PLAN
CLASS A ROOFING AND
UNDERLAYMENT PER PLAN
A-DT-FMG-RF-RDG-026 81 SCALE : 1" = 1'-0"
RAFTERS T0 RIDGE BEAM
A-DT-FMG-RF-RDG-024
2022 CBC TABLE
721.1(2) ITEM #
A
8" CEMENT PLASTER
2x4 (MIN) WOOD STUDS
@ 16" OC
15-1.2
7
-
GYPSUM ASSOC.
FILE #
2x4 (MIN) WOOD STUDS
@ 16" OC
8" CEMENT PLASTER
5 8" TYPE 'X'
GYPSUM BOARD
15-1.3 -
3151
4"4"
51
1 2"
4"
514" (7-34" MAX)
18" MIN CLR
R12" TYP
D0.4
BEARING/SHEAR WALL HEADER SCHEDULE
8 INCH WALLS
OPENING
WIDTH
8x
HEADER
UP TO 3'-0"
3'-0" - 5'-0"
8x8
8x12
8x8
8x12
SILL AT
WINDOW
2x
2x
(2) 2x
POST /
TRIMMER
2x8
2x8
2x8
POST /
TRIMMER
2x8
2x8
(2) 2x8
POST /
TRIMMER
2x8
2x8
(2) 2x8
KING
STUDS
2x8
2x8
(2) 2x8
KING
STUDS
2x8
2x8
(2) 2x8
KING
STUDS
2x8
2x8
(2) 2x8
2-STORY3-STORY 1-STORY
5'-0" - 7'-0"6x8 FLAT
6x8 FLAT
4x8 FLAT
1-STORY3-STORY 2-STORY
1-STORY3-STORY 2-STORY
1-STORY3-STORY 2-STORY
(2) 2x
WINDOW
SILL AT
2x
2x
(2) 2x
WINDOW
SILL AT
2x
2x
8x
HEADER
6x8 FLAT
8x
HEADER
6x8 FLAT
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"
6 INCH WALLS
OPENING
WIDTH
8x
HEADER
UP TO 3'-0"
3'-0" - 5'-0"
6X8
6x12
SILL AT
WINDOW
2x
2x
(2) 2x
POST /
TRIMMER
2x6
POST /
TRIMMER
POST /
TRIMMER
KING
STUDS
KING
STUDS
KING
STUDS
5'-0" - 7'-0"6X8
6X6
6x4
(2) 2x
WINDOW
SILL AT
2x
2x
(2) 2x
WINDOW
SILL AT
2x
2x
8x
HEADER
6x6
8x
HEADER
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"
2x6
BEARING/SHEAR WALL HEADER SCHEDULE
4 INCH WALLS
OPENING
WIDTH
8x
HEADER
UP TO 3'-0"
3'-0" - 5'-0"
4X10
4x12
SILL AT
WINDOW
2x
2x
(2) 2x
POST /
TRIMMER
2x4
POST /
TRIMMER
(2) 2x4
POST /
TRIMMER
KING
STUDS
2X4
2X4
(2) 2x4
KING
STUDS
KING
STUDS
2-STORY3-STORY 1-STORY
5'-0" - 7'-0"4X8
4X6
4x4
1-STORY3-STORY 2-STORY
1-STORY3-STORY 2-STORY
1-STORY3-STORY 2-STORY
(2) 2x
WINDOW
SILL AT
2x
2x
(2) 2x
WINDOW
SILL AT
2x
2x
8x
HEADER
4x8
8x
HEADER
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"
OPENING
WIDTH
UP TO 3'-0"
3'-0" - 5'-0"
5'-0" - 7'-0"4x12
4X10
4x8
2x4
2x4
(2) 2x4
(2) 2x4
(2) 2x4
4X4
4X6
(2) 2x4
2X4
2X4
(2) 2x4
2X4
2X4 6x6
6x12
6X8
2x6
2x6
(2) 2x6
2x6
2x6
(2) 2x6
2x6
2x6
2x6
2x6
(2) 2x6
(2) 2x6
2x6
2x6
(2) 2x62x6
7.
8.
9.
10.
11.
12.
NOTES:
1.
2.
5.
6.
4. WHERE 10d NAILS ARE 3 INCHES ON CENTER OR LESS, NAILS SHALL BE STAGGERED.
3.
BE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.
AND TOP PLATES.
ALL NAILS SHALL BE COMMON NAILS.
PROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITH HOLDOWNS OR TIE DOWN STRAPS, SILL PLATES
ALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPAN RATING OF 32/16 AND ALL PANEL EDGES SHALL
NAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOD PANEL EDGE AND 3/8 INCH MINIMUM FROM
CONNECTING MEMBER EDGE WHERE SHEAR EXCEEDS 300 PLF.
USE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKING AND ALL STUDS AT ADJACENT PANEL EDGES
WHERE SHEAR EXCEEDS 300 PLF. STRUCTURALLY ACCEPTABLE TO USE (2) 2x INSTEAD OF 3x FRAMING
AT BOTTOM SILL PLATES.
WHERE SILL SHEAR TRANSFER IS THROUGH LAG SCREWS, SILL PLATE SHALL
LAG SCREWS SHALL BE 6 INCHES LONG AND HOLES ARE TO BE PRE-DRILLED AS TO NOT
BE A MINIMUM OF 2 1/2" THICK.
SPLIT BLOCKING/RIM.
SEE ELEVATION ABOVE FOR TYPICAL CONSTRUCTION.
REFER TO PLATE WASHER DETAIL FOR REQUIREMENTS
LENGTHEN ANCHOR BOLTS AS REQUIRED FOR EMBEDMENT AND SILL PLATE THICKNESS.
ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED IT
IS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF LAYERS AS
PLYWOOD PLY INDICATED.
13. LIMITATIONS OF MECHANICAL PENETRATIONS IN SHEAR WALLS:
A. 4 1/2" MAX PENETRATION
B. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. SQUARE
PENETRATIONS SHALL RADIUS EDGES. DO NOT OVER CUT HOLE WITH SAW
14. ASSUMES A 1 1/4" MIN LSL RIM BOARD. FASTENER EDGE DIST IS 5/8" MIN & 6" END DISTANCE MIN.
2" MIN PENETRATION INTO RIM BOARD.
* WALL W/ DOUBLE SIDED PLYWOOD REQUIRE (2) RIM BOARDS.
15. SIMPSON 'LTP4' CLIP SHALL BE INSTALLED IN A HORIZONTAL ORIENTATION. IF CLIP IS INSTALLED
OVER THE SHEATHING, O.131" x 2 1/2" NAILS SHALL BE USED.
1,12
WALL
SYMBOL
A
B
C
D
E
F
G
H
STRUCT
SHEATHING
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
(EACH FACE OF WALL)
15/32" STRUCT 1 PLYWOOD
(EACH FACE OF WALL)
15/32" STRUCT 1 PLYWOOD
(EACH FACE OF WALL)
6
FRAMING
SIZE
2x
2x
2x
2x
2x
3x
3x
3x
(2) 2x STUD
10d @ 8" OC
10d @ 9" OC
10d @ 5" OC
10d @ 4" OC
10d @ 3" OC
(2) 10d @ 5" OC
(2) 10d @ 4" OC
(2) 10d @ 3" OC
NAILING
EDGE
8d @ 6" OC
10d @ 6" OC
10d @ 4" OC
10d @ 3" OC
10d @ 2" OC
10d @ 4" OC
10d @ 3" OC
10d @ 2" OC
SHEAR WALL SHEATHING / NAILING SCHEDULE
2,3,4
8d @ 12" OC
INTERMEDIATE
SUPPORTS
10d @ 12" OC
10d @ 12" OC
10d @ 12" OC
10d @ 12" OC
10d @ 12" OC
10d @ 8" OC
10d @ 6" OC
SILL NAILING
8
NAILS /LAG SCREWS
16d @ 6" OC
5/8"⌀ LAG SCREWS
@ 16" OC
5/8"⌀ LAG SCREWS
@ 16" OC
5/8"⌀ LAG SCREWS
@ 16" OC
@ 8" OC
5/8"⌀ LAG SCREWS
5/8"⌀ LAG SCREWS
@ 8" OC
5/8"⌀ LAG SCREWS
@ 8" OC
5/8"⌀ LAG SCREWS
@ 6" OC
7
SDS SCREWS 14
OPTION
12" OC
12" OC
8" OC
6" OC
4" OC
(2) @ 8" OC *
(2) @ 6" OC *
(2) @ 4" OC *
A35s
24" OC
16" OC
12" OC
8" OC
8" OC
6" OC
A34 @
4" OC
LTP4 @
4" OC
15
5/8" DIA @ 8" OC 1740 PLF
10, 11
ANCHOR BOLTING
5/8" DIA @ 48" OC
5/8" DIA @ 48" OC
5/8" DIA @ 32" OC
5/8" DIA @ 32" OC
5/8" DIA @ 24" OC
5/8" DIA @ 16" OC
5/8" DIA @ 16" OC
CAPACITY PER
2015 AWC SDPWS
280 PLF
340 PLF
510 PLF
665 PLF
860 PLF
1020 PLF
1330 PLF
16. STUD TO TOP OR BOTTOM PLATE
17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
18. JOIST TO SILL, TOP PLATE, OR GIRDER
20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW
21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST
22. 2" SUBFLOOR TO JOIST OR GIRDER
23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS
24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS
26. JOIST TO BAND JOIST OR RIM JOIST
27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS
10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS
11. BUILT-UP HEADER (2" TO 2" HEADER)
12. CONTINUOUS HEADER TO STUD
13. TOP PLATE TO TOP PLATE
14. TOP PLATE TO TOP PLATE, AT END JOINTS
15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING
CONNECTION
1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW
2-8d COMMON
2-16d COMMON
2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS
3. FLAT BLOCKING TO TRUSS AND WEB FILLER
4. CEILING JOIST TO TOP PLATE
5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS
6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)
7. COLLAR TIE TO RAFTER
8. RAFTER OR ROOF TRUSS TO PLATE
9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM
16d COMMON @ 6" OC
3-8d COMMON
3-16d COMMON
3-16d COMMON
3-10d COMMON
3-10d COMMON
2-16d COMMON
3-10d COMMON
16d COMMON
16d COMMON
4-10d COMMON
16d COMMON
8-16d COMMON
2-16d COMMON
4-8d COMMON
2-16d COMMON
2-16d COMMON
3-8d COMMON
8d COMMON
2-8d COMMON
2-16d COMMON
20d COMMON (4" x 0.192")
3-16d COMMON
3-16d COMMON
2-8d COMMON
FASTENING SCHEDULE
PER 2022 CBC 2304.10.1
FASTENING LOCATION
EACH END, TOENAIL
EACH END, TOENAIL
END NAIL
FACE NAIL
EACH JOIST, TOENAIL
FACE NAIL
FACE NAIL
FACE NAIL
TOENAILb
END NAIL
TOENAIL
16" OC FACE NAIL
16" OC EACH EDGE, FACE NAIL
TOENAIL
16" OC FACE NAIL
EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH EACH SIDE
OF END JOINT)
16" OC FACE NAIL
TOENAIL
END NAIL
FACE NAIL
TOENAIL
6" OC, TOENAIL
FACE NAIL
FACE NAIL
32" OC FACE NAIL AT TOP AND BOTTOM
STAGGERED ON APPOSITE SIDE
EACH JOIST OR RAFTER, FACE NAIL
END NAIL
EACH END, TOENAIL
3-8d COMMON
NOTES:
a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHERE
OTHERWISE STATED
b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS
SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
7/5/2024
HOWARD ODD OHAWA
112 W MARION ST
ARLINGTON, WA 98223
JEROME JACKSON
(206)851-7359
jeromejackson355@yahoo.comNOTES:
1.
2.
THIS DETAIL APPLIES AT ALL EXT WALLS AND INT LOAD BEARING WALLS AND ALSO APPLIES TO SHEAR WALL FRAMING
A. FOR SHEAR WALLS SEE 34/S-402 FOR ADD'L REQUIREMENTS.
B.
FOR INTERIOR NON-BEARING PARTITIONS SEE DETAIL 43/-
HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERN OVER THIS TYPICAL SCHED/DETAILS
3. PROVIDE A34 @ 4" WALLS & A35 @ 6" OR GREATER WALLS (ICC-ESR 2353)
3-STORY 2-STORY 1-STORY
SS.0
SHEAR-WALL & NAILING SCHEDULES
1/8" = 1'-0"
From:Hannah Hardwick
To:oddaohawa@yahoo.com
Subject:BLD6063- Pending Zoning Permit Approval
Date:Wednesday, July 17, 2024 1:58:00 PM
Attachments:image001.png
Zoning Permit Application Packet.pdf
Hello,
Upon the review of the residential zoning verification for the adult family home, our planning
department has made the following comment:
“A Zoning Permit is required for prior to approval of any additions.”
When your home first became an Adult Family Home, it was before we adopted code 20.44.068. In
order to make any modifications to the existing Adult Family Home, you must comply with the new
code. Please see below:
20.44.068 - Adult family home.
(a)A new adult family home is required by Chapter 20.40 to obtain a zoning permit.
(b)The adult family home shall comply with all Washington State regulations.
(c)The adult family home shall comply with the International Building Code, International
Residential Code, and the International Fire Code.
(d)The adult family home shall obtain a business license from Washington State and the city.
(e)The applicant shall provide the following for compliance:
(1)Zoning permit application form and checklist. Type of permit determined above in
Subsections 20.44.068 (a) and (b).
(2)Site plan showing all changes within the structure, including the layout, ADA
accessibility, the number of proposed bedrooms, number of proposed beds, square
footage of each bedroom, and access to all common areas, including but not limited
to kitchen, living room, dining room, restrooms, and laundry rooms.
(3)Site plan showing all changes outside the structure, including parking spaces per
the required parking listed in Chapter 20.72, ADA access and improvements,
emergency vehicle access, along with general ingress and egress to and from the
site.
This process would be fairly quick and easy as long as you have complied with the State
Requirements.
We will need the following to process this permit:
Application (I have attached the application to this email for you.
Narrative (Explanation stating that it is an adult family home along with how many rooms and
beds)
Legal Description of the Property (Can be found on the Snohomish County Assessor page)
Vicinity Map (Can be a screenshot off maps or the Snohomish County Assessor page)
Review Fee
Site Plan (Showing the layout of the house including closets, bathrooms, etc with
Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject
to disclosure pursuant to the Public Records Act.
measurements. You may already have a copy of this from your building permit plans.)
You can disregard the other items on the checklist for the permit application. We only require the
above for this specific submittal. We will need paper copies submittal as well as the electronic
versions.
The Residential Zoning Verification application submitted will be on hold until the zoning permit
application is approved. Please let me know if you have any questions. The submittal can be sent
directly to me.
Sincerely,
Hannah Hardwick
Arlington Community & Economic Development, Permit Technician I
18204 59th Ave NE, Arlington, WA 98223
O: 360.403.3549
hhardwick@arlingtonwa.gov | www.arlingtonwa.gov
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