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APPROVED BLD BLD2024-0666+Architectural_Plan+5.16.2024_1.58.48_PM+4262645CONSTRUCTION NOTES POLE BUILDING PLANS BUILDING OWNER: BUILDING LOCATION: COUNTY: BUILDING DIMENSIONS: ROOF PITCH: BUILDING AREA/CONST. TYPE: ROOF FRAMING SYSTEM: ROOF ASSEMBLY: WALL ASSEMBLY: BUILDING USE: CONTRACTOR/BUILDER: ADDRESS: SUSAN WELLER 720 CEDAR STREET EDMONDS, WA. 98020 SNOHOMISH 25'X24'X10' 4IN 12 600 SF / TYPE V-B PRE-ENGINEERED TRUSSES BY OTHERS METAL METAL PRIVATE SHOP TOWN & COUNTRY POST FRAME 16521 HWY. 99, SUITE C LYNNWOOD, WA. 98037 BUILDING DESIGN CRITERIA SHT DRAWING LIST GROUND SNOW LOAD = 25 PSF 1 C1.0 COVER SHEET ROOF DEAD LOAD = 3 PSF 2 P1.0 PLAN VIEW WIND SPEED =110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS WIND EXPOSURE = B 4 S1.0 SECTIONS &DETAILS SEISMIC DESIGN PARAMETERS: 5 D1.0 DETAILS Ss =1.28; S, = 0.45 SEISMIC DESIGN CATEGORY = D RISK CATEGORY = II SOIL BEARING CAPACITY =1,500 PSF BUILDING CODES & REFERENCES -2021 IBC -ASCE 7-16 -NDS 2018 THE PLANS FOR THIS BUILDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING LLC AND SHALL BE SURRENDERED UPON REQUEST. THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND BUILDING DESIGN CRITERIA SPECIFIED, AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATED ON THESE PLANS. ANY CHANGES OR MODIFICATIONS TO THESE PLANS, INCLUDING BUT NOT LIMITED TO BUILDING DIMENSIONS, DESIGN CRITERIA, OR BUILDING LOCATION WITHOUT EXPRESS WRITTEN PERMISSION OR DOCUMENTATION BY THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL RENDER THESE PLANS NULL AND VOID, AND THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE PLANS UNDER THESE CONDITIONS. 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION. ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO DISCREPANCIES, ERRORS AND/OR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. 2. THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING, AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. 4. ALL DIMENSIONAL LUMBER SHALL BE #2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. 5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT. ALL WOOD EMBEDDED IN GROUND SHALL BE PRESSURE TREATED FOR BURIAL. 6. ROOF & WALL WOOD SHEATHING (IF USED) -UNLESS OTHERWISE NOTED ON THE PLANS: ALL ROOF AND WALL WOOD SHEATHING SHALL BE AN APPROVED APA RATED SHEATHING, EXPOSURE I, GRADE C-D, EXTERIOR GLUE, 7/16" THICK (MINIMUM). EXTERIOR GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD. 2X BLOCKING IS NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. ALL NAILS SHALL BE 0.131X3-1/4" (MINIMUM) GUN NAILS UNLESS OTHERWISE NOTED IN THE PLANS. 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE, BACKFILL WITH CLEAN SAND OR X" MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6" LIFTS AND SATURATE AND COMPACT EACH LIFT. 9. UNLESS OTHERWISE NOTED, THE 6" THICK PAD AT THE BOTTOM OF THE POST HOLES IS NOT REQUIRED FOR DOOR POSTS NOT SUPPORTING VERTICAL LOADS, AND MAY BE OMITTED FOR STRUCTURAL POSTS BEARING ON SOLID ROCK. 10. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BCSI-1310 GUIDELINES FOR POST FRAME TRUSS INSTALLATION, RESTRAINT & BRACING DURING CONSTRUCTION. City Of Edmonds Building Department --------------------------------------------------------- Work' -------------- DETACHED GARAGE Address 720 CEDAR ST Owner WELLER Approved Date 06/10/2024 ------------------ Building Official: ------- TVLAA� ---------------------------------------- Permit Number BLD2024-0666 LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE RECEIVED May 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET R DRAWING NO.: C1.0 OWNER:SUSAN WELLER o� REV.: 0 SHEET: 1 LOCATION: 720 CEDAR STREET o PROJECT NO.: 12404049 EDMONDS, WA. 98020 x DATE: 14 MAY, 2024 SCALE: NIA DRAWN BY: RCC �39188 South Valley Engineering 4742 Liberty Rd. S #151 • Salem, OR. 97302 Ph. 503 302 7020 Fax 888 535 6341 oIVAL ( ) ( ) www.southvalleyengineering.com CONCREI AT V TYP WHE PER CC GENERAL NOTES 1. ALL POSTS TO BE #2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED 2. UNLESS OTHERWISE DIMENSIONED, ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNER/CONTRACTOR IN THE WALLS SHOWN 3. EMBED POSTS AND BACKFILL PER DWG D1.0. 4. CONTRACTOR TO VERIFY OVERHEAD DOORS DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND OVERHEAD DOOR INSTALLATIONS 5. PROVIDE LANDINGS AT NEW EXTERIOR WALK DOORS WITH A MINIMUM SIZE OF 36" IN THE DIRECTION OF TRAVEL AND NO LESS THAN THE WIDTH OF THE DOOR PER IRC R311.3 TABLE 1 POST SIZE HOLE DIMENSIONS BACKFILL NOTES DIAMETER DEPTH QA 6X6 24" 0 4'-0" GRANULAR © 6X6 24" 0 4'-0" GRANULAR INSTALL UPLIFT CLEATS PER DWG D1.0 © I 4X4 18" 0 2'-6" GRANULAR I INSTALL PER CONSTRUCTION NOTES Q 1 4X6 18" 01 1 2'-6" GRANULAR I INSTALL PER CONSTRUCTION NOTES TRUSS L PER DWG S1.0 GABLE END RECEIVED May 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT METAL WALL SHEATHING 18" OVERHANG 00PER DWG D1.0 TYP ALL WALLS 12 4� METAL WALL SHEATHING 10'-0" 18X8 OHD PER DWG D1.0 — 24'-0" - 25'-0"— FRONT EAVE RIGHT GABLE METAL ROOF SHEATHING PER DWG D1.0 METAL WALL SHEATHING PER DWG D1.0 000 41 METAL WALL SHEATHING PER DWG D1.0 10'-0" 18X8 OHD 0 RECEIVED 40X68WD 25-0"— May 17 2024 REAR EAVE LEFT GABLE CITY E DEVELOPMM DEVELOPMENT SERVICES DEPARTMENT ELEVATION VIEWS DRAWING NO.: E1.0 OWNER:SUSAN WELLER REV.: 0 SHEET: 3 LOCATION:720 CEDAR STREET 4'0 o PROJECT NO.: 12404049 EDMONDS, WA. 98020 x DATE: 14 MAY, 2024 SCALE: 118"=1'-0" 1 DRAWN BY: RCC South Valley Engineering �39188 4742 Liberty Rd. S #151 • Salem, OR. 97302 `ONAL Ph. (503) 302-7020• Fax (888) 535-6341 www.southvalleyengineering.com * ROOF PITCH PER ELEVATIONS ROOF SHEATHING PER ELEVATIONS INSTALL PER DWG D1.0 PURLIN SIZE AND SPACING PER PLAN INSTALL PURLIN AND PURLIN BLOCK TRUSS, OUTRIGGER AND PER DWG D1.0 TOP GIRT ATTACHMENT PER DETAIL 1.1 a III *12 F—_ I BEARING BLOCK WI (10) SCREWS PRE-ENGINEERED INSTALL PER DETAIL 1.1 TRUSSES BY OTHERS TYP EA SIDE OF POST PER PLAN VIEW 2X6 #2 DF GIRTS @ 24" O.C. INSTALL FLAT PER DWG D1.0 HEIGHT PER ELEVATION tr VIEWS �T- , P.T. POST PER PLAN VIEW WALL SHEATHING PER ELEVATION VIEWS INSTALL PER DWG D1.0 TYP ALL WALLS 2X4 P.T. SCREED BOARD & 2X6 (MIN) P.T. BOTTOM GIRT INSTALL WI (3) NAILS EA END HOLE I POSTHOLE DEPTH PER PER DWG D1.0 PLAN VIEW I I TYP ALL POSTHOLES DIAMETER PER PLAN VIEW .qF(:TI(1N A CONCRETE SLAB PER PLAN VIEW INSTALL 2X BLOCKING BETWE INSTALL (4) 2X6 BEARING BLOCK TIGHT UNDER EA TRUSS HEEL AN BETWEEN SUBSEQUENT FLAT GIRL ATTACH EA BLOCK TO P0,1 WI (10) NAIL TYP EA CORNER P011 FLAT GIRTS PER DWG D1 DURLIN PER PLAN 2X4 (MIN) PURLIN BLOCK ATTACH FACE TO TRUSS TOP CHORD WI (3) NAILS TRUSS TOP CHORD TRUSS BOTTOM CHORD ATTACH TO POST PER DETAIL 1.1 'ORNER POST RFUI(1N R GABLE TRUSS CONNECTION WI FLAT GIRTS ATTACH EA TOP GIRT TO OUTRIGGER WI SIMPSON A23 ANGLE 2X FASCIA --- ATTACH EA TRUSS TO POST WI (6) NAILS BEARING BLOCK PER DETAIL 1.3 FLAT GIRTS PER DWG D1.0 DETAIL 1.1 TRUSS ATTACHMENT WITH FLAT GIRTS 2X BLOCKING BETWEEN PURLINS ATTACH TO TOP OF RAKE BEAM WI (2) NAILS & (1) SIMPSON LPT4 FIR RAKE BEAM PER PLAN VIEW v — 2X6 OUTRIGGER TO MATCH PURLIN SIZE ATTACH TO POST WI (4) NAILS ATTACH TO PURLIN BLOCK WI (2) NAILS TYP EA SIDE OF POST ' OUTRIGGER BACKSPAN SHALL BE NO LESS THAN OVERHANG LENGTH ENSURE FULL CONTACT BETWEEN TRUSS AND BEARING BLOCK BEARING BLOCK MUST PROVIDE FULL BEARING FOR TRUSS HEEL PURLIN PER PLAN ATTACH TO TOP OF RAKE BEAM WI (2) NAILS ATTACH TO EA BLOCK WI (1) NAIL DETAIL 1.2 PURLIN/BLOCKING ATTACHMENT TO RAKE BEAM 2X BLOCK TO MATCH POST WIDTH BLOCK FREE OF SPLITS AND SHAKES BEFORE AND AFTER INSTALLATION 1"MIN 3" MIN 1 2" MIN TYP I 3-518" LONG LEDGERLOK SCREWS INSTALL NUMBER OF SCREWS SPECIFIED 3" MIN PER SECTION VIEWS 1-112" MIN �I TYP 1 1-1/2"MIN nPTA11 1 NOTE: ALL DIMENSIONS ARE MINIMUM DIMENSIONS AND EI CCLEIVE D BUT NOT DECREA May 17 2024 CITY OF EDMONDS 6UALt: IN I J DEVELOPMENT SERVICES BEARING BLOCK DIMENSIONS & SCREW SPACING DEPARTMENT SECTIONS & DETAILS DRAWING NO.: S1.0 OWNER:SUSAN WELLER REV.: 0 SHEET: 4 LOCATION:720 CEDAR STREET o PROJECT NO.: 12404049 EDMONDS, WA. 98020 x DATE: 14 MAY, 2024 SCALE: 318"=1'-0" 1 DRAWN BY: RCC 39188� South Valley Engineering �4742 Liberty Rd. S #151 • Salem, OR. 97302 !NAL Ph. (503) 302-7020• Fax (888) 535-6341 www.southvalleyengineering.com P.T. POST INSTALL (3) 20d HOT -DIPPED GALVANIZED PER PLAN NAILS 2" INTO EA POST FACES ADJACENT TO CONCRETE SLAB AT MID -SLAB DEPTH CONCRETE SLAB PER PLAN ROOF CONSTRUCTION INSTALL (2)16d NAILS IN EA ATTACH PURLIN PURLIN PER DETAIL 1.6 1( IL END OF PURLIN OVERLAP BLOCK WI (3)16d NAILS GRANULAR BACKFILL PER PLAN INSTALL (2) NAILS IN EA ROOF CONSTRUCTION PER DETAIL 1.6 INSTALL PER CONSTRUCTION NOTES END OF PURLIN OVERLAP HOLE EMBEDMEN n. DEPTH PER DEPTH_ INSTALL 2X8 (MIN) P.T. UPLIFT CLEATS ON PLAN ALL SIDES OF POST AT BOTTOM ATTACH INSIDE PURLIN TO ATTACH EA CLEAT TO POST WI (6) EDGE OF BLOCK WI (4) NAILS JYIINPERPLAN 16d OR 20d HOT -DIPPED GALVANIZED NAILS 6" THICK CONCRETE PAD 2X6 FLAT BLOCK TRUSS TOP INSTALL PER CONSTRUCTION NOTES ATTACH TO EA TRUSS CHORD OR RAFTER DIAMETER PER PLAN TRUSS TOP CHORD WI (3) NAILS TO EA TRUSATTACH 2X SS TOP CHORD OR R 4X PURLIN BLOCK RAFTER WI (2)16d NAILS DETAIL 1.1 DETAIL 1.4 DETAIL 1.3 POST EMBEDMENT DETAIL PURLINS STACKED AND OVERLAPPED GRANULAR BACKFILL PURLINS STACKED AND OVERLAPPED (REQUIRED ONLY AT OVERHANG) PURLIN PER PLAN GIRT PER DWG S1.0 INSTALL #9 X 1" SCREWS WIINEOPRENE METAL BUILDING INSULATION (MBI) WASHERS @ 9" O.C. FELD W'TT' (OPTIONAL -SEE NOTE 3) PAINTED OR GALVANIZED 29 GA (MIN) PLACE SCREWS NEXT T EA TYP IN ROOFRIBBED METAL SHEATHING LARGE RIB AS SHCH EA GIRT TO ° POST WI (3) NAILS _ = PAINTED OR GALVANIZED 29 GA (MIN) RIBBED METAL SHEATHING OVER MBI _ (IF INSTALLED) ATTACH METAL SHEATHING _ -- PER DETAILS 1.8 �� ROOF OR WALL FRAMING ATTACH METAL SHEATHING PER DETAIL 1.8 • RECEIVED LAI May 17 2024 DETAIL 1.8 D CITY OF EDMONDS DETAIL 1.5 DETAIL 1.6 DETAIL 1.7 MENT OPARTMENRVICES SCALE X2 DEVE METAL SHEATHING ATTACHMENT FLAT GIRT INSTALLATION ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE DETAILS DRAWING NO.: D1.0 OWNER:SUSAN WELLER 0 REV.: 0 SHEET: 5 LOCATION: 720 CEDAR STREET PROJECT NO.: 12404049 EDMONDS, WA. 98020 GENERAL NOTES 0 W V. DATE: 14 MAY, 2024 SCALE: NTS=1'-0" 1 DRAWN BY: RCC 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED 39188� South Valley Engineering 2. UPLIFT CLEATS ARE ONLY REQUIRED AS SPECIFIED ON THE PLAN VIEW 4742 Liberty Rd. S #151 • Salem, OR. 97302 3. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED TO REDUCE ORONpI, Ph. (503) 302-7020• Fax (888) 535-6341 PREVENT CONDENSATION www.southvalleyengineering.com