9 74TH ST SW 2019 Plans 2022-11-28

�1 /� CONSTRUCTION NOTES POLE BUILDING P LAN S 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. BUILDING OWNER: RUSSELL CLARK 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. BUILDING LOCATION: 9 74TH ST SW STS SHALL DE TO THE ENGINEER IN WRITING,AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3. STRUCREQUETURALFOR CONCRETEANY FORCHANGES SLABS ANDBEMA FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION EVERETT, WA. 98203 REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: SNOHOMISH 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 BUILDING DIMENSIONS: 22'X2NA 10' 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 ROOF PITCH: 4 IN 12 PRESSURE TREATED FOR BURIAL. BUILDING AREAICONST. TYPE: 616 SF I TYPE V-B 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 ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS 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 ROOF ASSEMBLY: COMPOSITION ROOFING OVER WOOD SHEATHING 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. WALL ASSEMBLY: EXTERIOR SIDING OVER WOOD SHEATHING 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED BUILDING USE PRIVATE SHOP 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 a"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6"LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTORIBU ILDER: TOWN &COUNTRY POST FRAME 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. ADDRESS: 16521 HWY. 99, SUITE C 10. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BCSI-B10 GUIDELINES FOR POST FRAME LYNNWOOD, WA. 98037 TRUSS INSTALLATION,RESTRAINT&BRACING DURING CONSTRUCTION. A Benchmark Is Required On Site BUILDING DESIGN CRITERIA SHT DRAWING LIST To Verify Approved BuildingHeight GROUND SNOW LOAD = 25 PSF 1 C1.0 COVER SHEET Permit#: B1910-042 ROOF DEAD LOAD = 7 PSF 2 P1.0 PLAN VIEW Site Address: 9 74TH ST SW CLARK WIND SPEED = 110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS Tenant:owner: [TenNTenN RussELL&BRENDa nn ame] WIND EXPOSURE = B 4 S1.0 SECTIONS & DETAILS App. Date: 10/29/2019 Roof trusses to be designed Proposed Use: SFR DETACHED SEISMIC DESIGN PARAMETERS: 5 S2.0 SECTIONS & DETAILS and drawing prepared by Description: NEW DETACHED 22x27'11 L2"POLE BLDG SS = 1.41; Si = 0.53 6 D1.0 DETAILS a State licensed structural GARAGE engineer. SEISMIC DESIGN CATEGORY= D Reviewed By: Date: 11/Z( /i' RISK CATEGORY= I BOWE Office Set Job Site Set Fire/Planning Set SOIL BEARING CAPACITY=2,000 PSF APPROVED BUILDING CODES & REFERENCES Office of Comm LA NNING Plann(DEPARTMENT ng&Economic Development MAY 2 3 2022 10) -2015 IBC �,�,'� CITY OF EVE COVER SHEET -ASCE 7-10 Name G�"V DATE: qi—t(�Lz Permit Services 4Z '! / DRAWING NO.: C1.0 OWNER:RUSSELL CLARK -NDS 2012 ' .' i"*.,,, .�- REV.: 0 SHEET. 1 LOCATION:9 74TH ST SW `� r d/ 4 F: PROJECT NO.: 11908050 EVERETT,WA.98203 DATE: 12 SEP 2019 SCALE: N/A DRAWN BY:EM } I 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 f. / r' South Valley Engineering '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 %SY 4742 Liberty Rd.S#151• Salem,OR.97302 . 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 OATAI, Ph.(503)302-7020•Fax(888)535-6341 PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com