APPROVED BLD2024-1658+Architectural_Plan+12.19.2024_9.52.13_AM+4678780AL
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A Kitchen & Bath Remodel of an Existing Single Family Residence
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9122 Ol ic View Drive Edmonds WA 9 8 02 6,
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ARCH ITECTU RE
PROJECT INFORMATION PROJECT TEAM SHEET INDEX
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PROJECT DESCRIPTION: A KITCHEN AND BATH REMODEL OF AN OWNER SURVEYOR / CIVIL ENGINEER Al SITE PLAN; PROJECT INFORMATION
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EXISITNG SINGE FAMILY RESIDENCE AVIGIT & APARNA SAHA PROJECT TEAM; SHEET INDEX; GENERAL NOTES
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PROJECT ADDRESS: 9122 OLYMPIC VIEW DRIVE 9122 OLYMPIC VIEW DRIVE ZONING & BUILDING CODE SUMMARY
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EDMONDS, WA 98026 EDMONDS, WA 98026 A2 EXISTING FLOOR PLAN
TAX ASSESSOR'S #: 2704 180 0 2038 00 CONTACT:AVIGIT SAHA REVISED FLOOR PLAN
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6448 REGISTERED
LEGAL DESCRIPTION: SEC 18 TWP 27 RGE 04LOT 1 OF CITY OF ED SP S-7-90 206.488.8554 A3 REVISED ELEVATIONS
REC AF NO 9010110349 BEING A PTN OF GOVT LOT 1 SAHA.LITON@GMAIL.COM A4 REVISED MODELS
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ARCHITECT
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LOT SIZE PER PC RECORDS: 16,117.20+/- SF (.370 ACRES) ARCHITECT STRUCTURAL ENGINEER S1.0 STRUCTURAL NOTES
WATER: CITY OF EDMONDS SHULER ARCHITECTURE CK ENGINEERING S2.1 AS FOUNDATION, ROOF FRAMING PLANS
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SEWER: CITY OF EDMONDS 810 NW 61 ST 19229 38th PLACE NE REVISED FOUNDATION, ROOF FRAMING PLANS
POWER: PUGET SOUND ENERGY SEATTLE WA 98107 LAKE FOREST PARK WA 98155
MARK H. SHULER
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HEAT SYSTEM: GAS FORCED AIR CONTACT: MARK SHULER CONTACT: PASKO KESOVIJA
STATE OF WASHINGTON W�
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DOMESTIC WATER: GAS 206.359.0169 206.660.5189
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VENTILATION: BATH FAN ON TIMER INFO@SHULERARCHITECTURE.COM PASKO@CKENGINEERINGLLC.NET
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CONTRACTOR
EXPIRES: 12-03-2024
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LION HEART REMODEL
14228 57th DRIVE SE
AREA OF WORK
EVERETT, WA 98208 #364
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MAIN &UPPER LEVELS
CONTACT: RICHARD LOEHR
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425.678.3837
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LIONHEARTREMODEL@ GMAIL.COM
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ZONING CODE COMPLIANCE INFORMATION BUILDING CODE COMPLIANCE INFORMATION
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ZONING: RS-12 CODE SUMMARY: 2021 IRC, 2021 IBC, 2021 IEBC
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R-3 OCCUPANCY
V-B CONSTRUCTION
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DEVELOPMENT STANDARD EMC SECTION REQUIREMENT PROVIDED CODE STANDARD SECTION FINDING
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LOT AREA 16.20.030 12,000 SF 16,117.20 SF+/- SF
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LOT COVERAGE 16.20.030 35% OF LOT AREA NO CHANGE FIRE RESISTANT CONSTRUCTION IRC R302. TABLE R302.1
LOT WIDTH 16.20.030 80' MINIMUM NO CHANGE WALLS <5'-0" FSD 1 HOUR
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BUILDING HEIGHT 16.20.030 25' NO CHANGE >/= 5'-0" FSD NOT RATED (0 HOURS)
YARDS PROJECTIONS >/=2'-0" TO <5'-0" FSD 1 HOUR
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STREET 16.20.030 25' NO CHANGE >/= 5'-0" FSD NOT RATED (0 HOURS)
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SIDE 16.20.030 5' NO CHANGE OPENINGS <3'-0" FSD NOT ALLOWED
REAR 16.20.030 35' & 10' NO CHANGE >/=3'-0" TO <5'-0" FSD NOT RATED (0 HOURS); MAX. 25% WALL AREA PER STORY
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PARKING 16.20.030 2 SPACES NO CHANGE >/= 5'-0" FSD UNLIMITED AREA
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PENETRATIONS 0'-0" TO <3'-0" FSD COMPLY W/ SECTION R302.4
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>/= 3'-0" FSD NOT RATED (0 HOURS)
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LIGHT, VENTILATION & HEATING IRC R303.1 MIN. 8% AGGREGATE GLAZING AREA
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MIN. ROOM AREA IRC R304
PRIMARY HABITABLE ROOM 120 SF MIN.
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ALL OTHER HABITABLE ROOMS 70 SF MIN.
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MINIMUM DIMENSIONS 7 -0 IN ANY HORIZONTAL DIRECTION
CEILING HEIGHT IRC R305 T-0" MIN.
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EMERGENCY ESCAPE & RESCUE OPENING IRC R310.1 1 OPERABLE ESCAPE @ BASEMENT & SLEEPING ROOMS
SILL HEIGHT MAX. 44"
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NET AREA 5.7 SF MIN.; 5.0 SF @ GRADE; MIN 20" WIDTH X 24" HEIGHT
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WINDOW WELL IRC R310.2 9 SF MIN; 36" MIN. CLEAR; LADDER REQ'D @ > 44" DEEP
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MEANS OF EGRESS IRC R311 1 EGRESS DOOR MIN. 32" WIDE X 78" HEIGHT
MIN. 36" DEEP LANDING @ EA. SIDE OF EXTERIOR DOOR
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1 1/2" MAX. FLOOR ELEVATION CHANGE
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GUARDS & HANDRAILS IRC R312 36" MIN. @ ELEVATION CHANGE > 30"
WINDOW FALL PROTECTION IRC R312.2.1 24" MIN. SILL HEIGHT @ OPENING > 72" TO SURFACE BELOW
SMOKE, CO2 ALARMS IRC R314, 315 NPFA 72 MIN.; NFPA 720 MIN.
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SHEET TITLE
WOOD DECAY IRC R317 < 18" CLEAR @ JOIST; < 12" CLEAR @ BEAM;
- PROTECTION REQ'D U.N.O. < 8" CLEAR @ MUD SILLS ON CONCRETE
REVISED SITE PLAN
<6" @WOOD SIDING
SITE ADDRESS IRC R319 4" MIN. HIGH, PROMINENTLY DISPLAYED
RECEIVED
•
APPROVED
Dec 30 2024
GENERAL NOTES
'iX K SUBJECT Separate PlumbingPermit Required.
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1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2021 IBC, 2021 IRC, 2021 WSEC, 2021 IMC, 2021 IPC, 2017 NEC AND ALL LOCAL CODES AND ORDINANCES, AND ALL OTHER WASHINGTON STATE RULES AND
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TO FIELD Please apply via M y B u i l d i n g P e rm i t CO m
PLANSMUST BE
REGULATIONS, AS WELL AS ALL CITY, COUNTY AND FEDERAL RULES, REGULATIONS, ORDINANCES, SAFETY LAWS AND SANITARY ORDINANCES.
IF THE DRAWINGS AND/OR THE SPECIFICATIONS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL SO NOTIFY THE ARCHITECT IMMEDIATELY
.
S P E CT I O N FOR
2. SLOPE GRADE AWAY FROM STRUCTURE A MIN. OF 5% FOR 5 FEET.
3. ROOF AND DECK DOWNSPOUTS, FOUNDATION PERIMETER DRAIN LINE, DRIVEWAY AND PATIOS SHALL BE CONNECTED TO A SUBTERRANEAN SYSTEM WHERE REQUIRED BY CURRENT STORM
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D E COMPLIANCE
ONJOBSITE
DRAINAGE ORDINANCE.
4. PRIOR TO INSPECTION OF ROOF FRAMING, ENGINEERED CALCULATIONS FOR THE MANUFACTURED ROOF TRUSSES, AS PER PLAN, WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL.
5. THE GENERAL NOTES ARE COMPLEMENTARY TO THE GENERAL CONDITIONS AND SPECIFICATIONS. SHOULD CONFLICTS OCCUR, THEY SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.
6. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN IN MATTERS OF DIMENSION OR QUANTITY; SPECIFICATIONS SHALL GOVERN IN MATTERS OF
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MATERIALS INSTALLATION OR FINISHES.
7. DURING CONSTRUCTION, REPORT ALL DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS TO THE ARCHITECT IMMEDIATELY.
B TA I N ELECTRICAL Interconnected Smoke Alarms Are A Requirement"
8. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO IRC R608.2.
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PERMIT FROM Of This Permit In Accordance With R314.2.2
9. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE WORK. EXCLUSION OF AN ITEM OR ITEMS DOES NOT IMPLY OMISSION. THE
I
CONTRACTOR'S RESPONSIBILITY IS TO NOTIFY THE ARCHITEC T & OWNER OF THESE OMISSIONS PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTOR SHALL COMPLY WITH THE SPIRIT AND INTENT
STATE LABOR &
OF THESE DOCUMENTS AND SHALL COMPLETE THE WORK SATISFACTORILY AND IN A MANNERACCEPTABLE TO THE OWNER.THESE DOCUMENTS ILLUSTRATE THE MINIMUM STANDARDS OF
CONSTRUCTION AND THE CONTRACTOR SHALL MEET OR EXCEED NORMAL CONSTRUCTION TECHNIQUES AND STANDARDS FOR A BUILDING OF THIS TYPE.
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INDUSTRIES
10. NEITHER THE ARCHITECT, THE ENGINEER, OR THE OWNER SHALL BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR;
SAFETY PRECAUTIONS AND PROGRAMS OF CONTRACTOR; THE ACTS OR OMISSIONS OF THE CONTRACTOR; OR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH
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THE DRAWINGS OR SPECIFICATIONS.
CityEdmonds
11. VERIFY DIMENSIONS, GRADES, ELEVATIONS AND CRITICAL LOCATIONS, SUCH AS STRUCTURAL SUPPORTS, BEFORE COMMENCING WORK AFFECTED BY THEM. THE CONTRACTOR SHALL REPORT
-
ANY DISCREPANCIES TO THE ARCHITECT.
-
12. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE DRAWINGS, SPECIFICATIONS AND EXISTING SITE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, ERRORS OR OMISSIONS
.
REVISIONS
Building Department
PRIOR TO CONSTRUCTION.
13. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER SHALL ESTABLISH BUILDING CORNERS, STRUCTURAL COLUMNS, POSTS, GRADES AND OTHER IMPROVEMENTS IN THE FIELD.
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14. MANUFACTURED MATERIALS, EQUIPMENT, ETC., SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS, INSTRUCTIONS AND APPLICABLE ICBO REPORTS UNLESS OTHERWISE
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NOTED OR INSTRUCTED.
15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF THE VARIOUS TRADES INVOLVED. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND
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IN PROPER ALIGNMENT.
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16. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION.
4
DATE
912 2 O LY M P I C VIEW D R
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF THE DRAWINGS AND SPECIFICATIONS TO ALL TRADES UNDER HIS JURISDICTION.
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18. SUBSTITUTIONS, REVISIONS OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL BY THE THE ARCHITECT.
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19. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENT OF THE DRAWINGS OR NOTES WILL BE ACCEPTABLE AS A CONSEQUENCE OF THE ARCHITECTS FAILURE TO
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DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK
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CONFORMING WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
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MATERIALS.
20. IN THE EVENT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEN THE CONSTRUCTION
AS NOTED
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SHALL BE SIMILAR AND OF THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR.
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21. THE CONTRACTOR SHALL DO ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS APPROVED BY THE BUILDING OFFICIAL.THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL NOT BE
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CHANGED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
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Building Off i c i a I : �
22. THE CONTRACTOR SHALL NOTIFY THE OWNER UPON COMPLETION OF THE WORK. AT THAT TIME THE OWNER SHALL COMPLETE A "PUNCH LIST" OF CORRECTIONS. THE OWNERS FINAL ACCEPTANCE
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WILL BE CAUSE FOR FINAL PAYMENT UNDER TERMS OF THE OWNER/CONTRACTOR AGREEMENT.
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23. THE PROJECT SHALL BE LEFT COMPLETELY CLEAN AND CLEAR TO THE SATISFACTION OF THE OWNER.
Permit Number : BLD2024-1658
24. ALL WORK AND MATERIAL SHALL BE NEW AND UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE AUTHORIZED BY THE ARCHITECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FINAL CITY APPROVALS AND A CERTIFICATE OF OCCUPANCY.
VICINITY MAP25.
NO SCALE
NORTH
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range hood
110 cfin min.
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34'-11"
9'-11" 14'-0"
AS -BUILT LOWER LEVEL PLAN 1/4" = 1'-0"
NORTH
1AI-1 1 11
(�> REVISED LOWER LEVEL PLAN
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NORTH
1/4" = 11-0"
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AS -BUILT UPPER LEVEL PLAN
NORTH
bath fan
110 cfm min.
f-- - - - - -- ---
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bath fan
110 cfm min.
Windows located in
hazardous locations shall
be safety glazed.
10'-7 1 /4"
34'-11"
1N_1 11A11
(�> REVISED UPPER LEVEL PLAN
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NORTH
11'-7 1/2"
25'-3 3/4"
1/4" 1'-0"
1/4" = 11-0"
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ARCHITECTURE
6448 I REGISTERED
ARCHITECT
MARK H. SHULER
STATE OF WASHINGTON
EXPIRES: 12-03-2024
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Dec 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Avigit & Aparna Saha
9122 Olympic View DriveM
Edmonds, \4'A 98026
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STRUCTURAL NOTES
GENERAL REQUIREMENTS & DESIGN CRITERIA
BUDDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE", 2021 EDITION, GOVERNS THE
DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT
RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED
BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED.
ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS,
CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.
STRUCTURAL RESPONSIBILTIES: THE PE IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY
STRUCTURE IN ITS COMPLETED STATE.
CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS
RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE
TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE
IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE
CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.
DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND
SPECIFICATIONS, AND/OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
FABRICATION AND/OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND
UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING.
WIND DESIGN: BASIC WIND SPEED (3-SECOND GUST), V = 85 MPH(ASD); WIND IMPORTANCE FACTOR, IW =
1.0; OCCUPANCY CATEGORY = II; EXPOSURE CATEGORY = D;
SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = II; SS = 1.302G; S1 =
0.46G; SITE CLASS = D; SIDS = 1.042G; SDI = 0.46G; SEISMIC DESIGN CATEGORY = D; BASIC
SEISMIC FORCE RESISTING SYSTEM = A-13 (BEARING WALL SYSTEMS) LIGHT -FRAMED WALLS
WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE; CS = 0.112; R = 6.5;
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7, SEC 12.8.
SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF (DRIFT LOADS
CONSIDERED PER ASCE 7 WHERE APPLICABLE); SNOW EXPOSURE FACTOR, CE = 1.0; SNOW
IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0.
LIVE LOADS: ROOF (LIVE) 20 PSF
ROOF (SNOW) 25 PSF
RESIDENTIAL FLOOR 40 PSF
RESIDENTIAL DECK 60 PSF
DESIGN -BY -OTHERS (DEFERRED SUBMITTALS) LOADS: ALL PRE-ENGINEERED/FABRICATED/MANUFACTURED OR
OTHER PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR THE TRIBUTARY DEAD AND LIVE LOADS PLUS
WIND, EARTHQUAKE, AND COMPONENT AND CLADDING LOADS WHEN APPLICABLE. DESIGN SHALL CONFORM TO THE
PROJECT DRAWINGS AND SPECIFICATIONS, REFERENCE STANDARDS, AND GOVERNING CODE.
ROOF DEAD LOAD 15 PSF
TOP CHORD DEAD LOAD 8 PSF
BOTTOM CHORD DEAD LOAD 7 PSF
TRUSS UPLIFT LOAD (GROSS) 10 PSF
DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP DRAWINGS AND
PRODUCT DATA. DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED TO THE ARCHITECT AND SER FOR
REVIEW PRIOR TO SUBMISSION TO THE JURISDICTION FOR APPROVAL. THE SSE SHALL SUBMIT TO THE ENGINEER
FOR REVIEW CALCULATIONS AND SHOP DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE
SSE'S SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN
OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL
NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER
MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS.
NSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH
IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL.
SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW.
WOOD FRAMING
REFERENCE STANDARDS: CONFORM TO:
(1) IBC CHAPTER 23 "WOOD",
(2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",
(3) ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION",
DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS AND
FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY THE SSE IN THE
STATE OF WASHINGTON FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP
DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED
AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN
CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER
DESIGN LOADS SECTION.
IDENTIFICATION: ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE
GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY.
MATERIALS:
- SAWN LUMBER: CONFORM
TO GRADING RULES
OF WWPA, WCLIB
OR NLGA. FINGER JOINTED STUDS
ACCEPTABLE AT INTERIOR
WALLS ONLY.
MEMBER USE
SIZE
SPECIES
GRADE
STUDS & POSTS
2x, 4x
HEM -FIR
NO. 2
RAFTERS
2x4 - 2x10
HEM -FIR
NO. 2
BEAMS
48 - 412
HEM -FIR
NO. 2
BEAMS
6x8 - 6x12
HEM -FIR
NO. 2
POSTS & TIMBERS
6x, 8x
DOUG-FIR
NO. 2
WOOD STRUCTURAL SHEATHING (PLYWOOD: WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL
VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND
COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1 AND PS-2
OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA).
MINIMUM APA RATING
LOCATION
THICKNESS
SPAN RATING
PLYWOOD GRADE EXPOSURE
ROOF
15/32"
32/16
C-D 1
FLOOR
23/32" T&G
24 OC
STURD-I-FLOOR 1
WALLS
15/32"
32/16
C-D 1
WALLS(ALT)
7/16" OSB
24/16
C-D 1
T/PLATE
NOTE:
FLOOR JOISTS NOT SHOWN FOR CLARITY.
TYPICAL HEADER CONNECTION
'E) DOUBLE TOP PLATE
(2) 10D TOE NAILS
NAIL KING STUD TO HDR w/
(4) 10D NAILS
HEADER PER PLAN
7x KING/TRIM STUDS w/(2) 10D
SAILS (STITCHED NAILING) @ 12" OC
. ,UCTURAL LUMBER HEADER,
ADD 2x TRIM STUD
- JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS
`r f
SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE
SCALE: N.T.S.
SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD
CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE
INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,
PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF
FLOOR OR ROOF FRAMING
BLOCKING PER DETAILS
ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL
PER PLANS & DETAILS
BOTTOM PLATE NAILING PER
LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO
SHEAR WALL SCHEDULE
ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE.
�T/FLOOR
DBL STUD @ FLOOR -TO -FLOOR
- NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL
(ROOF @SIM)
HOEDOWN STRAP LOCATIONS
PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAIES SHALL BE COMMON. NAIL SIZES SPECIFIED
ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2-1/2" 0.131"
NUMBER OF STUDS
ADDITIONAL BLKG @ STUD POST
10d 3" 0.148"
PER PLAN, (2) MIN
OR HOLDOWN LOCATIONS
@ WALL ENDS
(8d & 10d ALTERNATIVE) PASEODE TETRAGRIP NAILS 2-3/8" 0.113"
DOUBLE TOP PLATE
12d (16d SINKER) 3-1/4" 0.148"
16d 3-1/2" 0.162"
EDGE NAILING PER SHEAR
SPLICE WALE SHEATHING ON
- LAG BOLTS/BOLTS: CONFORM TO ASTM A307.
WALL SCHEDULE, STAGGERED -----RIM
BOARD WHEN FEASIBLE
NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING
SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL
BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING.
STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC
SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION
REQUIREMENTS."
(1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16"OC AND ALL
EXTERIOR WALLS SHALL BE 2X6 @ 16"OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH
SIDE OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM
OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND
(2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A
MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF
(3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)10D @ 12"OC. UNO, ALL INTERIOR AND
EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR
BEARING WALLS AND POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW
WITH 16D @ 12"OC OR TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48"OC. REFER
TO SHEAR WALL SCHEDULE FOR SPECIFIC SHEATHING, STUD, AND NAILING REQUIREMENTS AT SHEAR
WALLS. UNO, PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON
EXTERIOR SURFACES.
(2) ROOF/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL
PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS
AROUND ALL ROOF/FLOOR OPENINGS. UNO, MULTI-JOISTS/RAFTERS SHALL BE STITCH -NAILED TOGETHER
WITH (2)10D @ 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT
UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE
SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF/FLOOR
SHEATHING. ROOF/FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS.
MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF
19% EXCEPT FOR THE PRESSURE -TREATED WOOD SILL PLATE.
PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN
CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES". CONFORM TO
THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER,
GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER
STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE
MARK.
METAL CONNECTORS/PT WOOD: CK ENGINEERING LLC RECOMMENDS THAT ALL METAL HARDWARE AND FASTENERS
IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK AND
DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU
OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND
ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND
MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE
WOOD.
BLOCKING @ SHEAR WALL
SHEATHING PANEL EDGES
SHEATHING & NAILING PER
SHEAR WALL SCHEDULE
rhT/FLOOR SHEATHING
(SLAB @ SIM)
J-BOLT PER SHEAR WALL
SCHEDULE (MIN %"0 @
48"OC, EMBED 7")
TYPICAL SHEAR WALL ELEVATION
STUDS @ 16"OC, TYP
FIELD NAILING PER SHEAR WALL
SCHEDULE
HOLDOWN PER PLAN & HOLDOWN
SCHEDULE
SIEL PLATE PER
SHEAR WALL SCHEDULE
FOUNDATION STEM WALL
@ PERIMETER
FOOTING @ PERIMETER
WOOD -FRAMED SHEAR WALL SCHEDULE
FOR HEM-FIR/DOUG-FIR STUD FRAMING
'OTTOM PLATE & EDGE MEMBER
SILL PLATE REQUIREMENTS
SW
SW SHEATHING
NAIL SIZE &
RIM JOIST OR BLOCKING
REQUIREMENTS [3, 7, 13]
SHEAR LOAD
SHEAR NAILING TO
BOTTOM t
ANCHOR BOLT TO
SILL R AT
TYPE
APA-RATED
SPACING @ PANEL EDGES
ATTACHMENT TO
TOP PLATE BELOW
CAPACITY PLF
( )
WOOD FRAMING BELOW
AT FRAMING
CONCRETE FOUNDATION
FOUNDATION
[1, 2, 121
[4, 5, 61
[8, 9]
[10]
[11]
SW-6
15/32" CD-EXT
0.131 "� x 21/2"
CLIP @ 18"OC
0.148" 0 x 31/ "
4 @ 6" OC
2x
5
/g"0 @ 48"OC
P.T. 2x
242
@ 6"OC
NOTES:
1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY
2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING
SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME
STUDS.
3. BLOCKING IS REQUIRED AT ALL PANEL EDGES.
4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON
THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS
DESIGNATED ON PLANS. HOLDOWN REQUIREMENTS PER PLANS.
5. SHEAR WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING,
ETC. ABOVE AND BELOW ALL OPENINGS).
6. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE
REQUIRED TO EACH STUD USED IN BUIET-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER
HOLDOWN SCHEDULE & DETAILS.
7. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING
WITH 0.148"0 x 21/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.148"0 x 21/2"
NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC.
8. BASED ON 0.131 "0 x 1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE
0.131"O x 21/2" NAILS WHERE INSTALLED OVER SHEATHING.
9. FRAMING CLIPS: SIMPSON "A35" OR "LTP5" OR APPROVED EQUIVALENT.
WOOD -FRAMED SHEAR WALL SCHEDULE
10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS
3"x3"x0.229"(MIN). THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16 x13/4
PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE
WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH
SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE
4.5%4.5%0.229"(MIN) PLATE WASHERS. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE
HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES
(FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING
MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES.
12. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD
FOR ALTERNATE NAILING REQUIREMENTS.
13. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x
STUD. DOUBLE 2X STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH
3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.
14. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES
TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED.
15. NAIL STUDS TO 3x BOTTOM/SILL PLATES WITH EITHER (2) 0.148"Ox4" END NAILS OR
(4) 0.131 "Ox21/2" TOENAILS.
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Drawn By: PK
Checked By: SC
Date: 12-16-2024
CK JOB NO.
24-032
STRUCTURAL
NOTES/SCHED.
S-1.0