921 105TH PL SE 2022 Plans 2022-11-08

/� CONSTRUCTION NOTES POLE BUILDING P LA 1 nI\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: ARTHUR YOUNG 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: 921 105TH PL. SE 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 EVERETT, WA. 98208 REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: SNOHOM IS H 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. BUILDING DIMENSIONS: 21'X 21'X 10' 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: 441 SF/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: METAL OVER WOOD SHEATHING — ( un-- � 1 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 WOOD SIDING 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 0.131X3-114"(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. CONTRACTORI d I ILDE R: 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 H LYNNWOOD, WA. 98037 TRUSS INSTALLATION,RESTRAINT&BRACING DURING CONSTRUCTION. BUILDING DESIGN CRITERIA SHT DRAWING LIST APPROVED `N + Office of Community,Planning&Economic Development GROUND SNOW LOAD = 25 PSF 1 C1.0 COVER SHEET PLANNING DEPARTMENT - - ROOF DEAD LOAD = 5 PSF 2 P1.0 PLAN VIEW \IAA Permit#: B2201 O51 �� i, Z�"ZZ-' Site Address: 921105THPLSE NAME: �''�� DATE: "�` WIND SPEED = 110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS Owner: YOUNG ARTHUR B �,_ .p� Tenant: [Ten Name] WIND EXPOSURE = B 4 SI.0 SECTIONS & DETAILS ., App. Date: 1/26/2022 iars SEISMIC DESIGN PARAMETERS: 5 D1.0 DETAILS Proposed Use: RESIDENTIAL ALTERATIONS Description: 21'X 21' POLE BUILDING, NO HEAT OR Ss = 1.34; S1 =0.47 APR 2 7 2022 PLUMBING SEISMIC DESIGN CATEGORY= D THESE DOCUMENTS HAVEIti RISK CATEGORY— II INOT BEENE APPROVED FOR THE '-iTY 0 d .� Reviewed By: �' Date:2/2.}/�- SOILBEARING CAPACITY= 1,500 PSF MECHANICAL.FIRE SUPPRESSION, " 1_.q Ni �'r .;yf 3rtlii lei�'`"� /" Office Set Job Site Set Fire/Planning Set ELECTRICAL OR PLUMBING PERMITS. BUILDING CODES & REFERENCES -2018 IBC Roof trusses to be designed COVER SHEET DRAWING NO.: C1.0 OWNER:ARTHUR YOUNG and drawing prepared by k,P — -ASCE 7-16 a State licensed structural �` • `E`, LOCATION: �4� �ppr)RED REV.: 0 SHEET: 1 921 105TH PL.SE -NDS 2012 engineer. A > o PROJECT N0.: 12111043 EVERETT,WA.98208 x DATE: 12 JAN 2022 SCALE: N/A DRAWN BY: RCC 4/►O '2 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 39188 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 1*G .IN 4742 Liberty Rd.S#151• Salem,OR.97302 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 Sj OVAL Ph.(503)302-7020•Fax(888)535-6341 PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com