2107 122ND PL SE 2021-12-23 - Laserfiche WebLink

) CONSTRUCTION NOTES POLE B I L D I N G PLAN 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: KIRK KLAWITTER 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: 2107 122ND 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: S NOHOM ISH 4. ALL DIMENSIONAL LUMBER SHALL BE#2 OF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. BUILDING DIMENSIONS: 23'X 'X 1 ' 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 ARENCONST,APE: 832 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 BEAN 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 AT6'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 1?0.C.FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. WALL ASSEMBLY EXTERIOR WOOD MALL 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.I31X3-1/4"(MINIMUM)GUN NAILS UNLESS OTHERWISE NOTED IN THE PLANS. 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE,BACKFILL WITH CLEAN SAND OR%"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6"LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: TOWN &COUNTRY POST FRAME 9. UNLESS OTHERWISE NOTED,THE 6"THICK PAL/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. BUILDING DESIGN CRITERIA SHT DRAWING LIST GROUND SNOW LOAD= 25 PSF 1 C1.0 COVER SHEET ROOF DEAD LOAD=7 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. 0; Si =0.54 SEISMIC DESIGN CATEGORY= D RISK CATEGORY= SOIL BEARING CAPACITY=2,000 PSF BUILDING CODES&REFERENCES COVER SHEET -2 BC ��. . ' l� �� DRAWING INO NO.: C1.0 OWNER:KIRK KLAWITTER -ASCE 7-10 , :' 4. i ;} 4 ,0 REV.: 0 SHEET: 1 L ►TIM:2107 122ND ..SE -NDS 2012 PROJECT NO.: 11905073 EVERETT,WA.98208 DATE:31 MAY 23019 SCALE: N/A DRAWN BY:SA THE PLANS FOR THIS BUILDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING,LLC MD SHALL BE SURRENDERED UPON REQUEST.THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND .. 39 South Valley Engineering BULDING DESIGN CRITERIA SPECIFIED,AND SHALL SE BUILT ONLY AT THE LOCATION DESIGNATED ON THESE PLANS.ANY CHANGES OR OOIFICATIOH S TO THESE PLANS,INCLUDING BUT NOT UNITEDTO BUILDING4P... 3 9 "' M►,, eVMENSIONS,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 (,..i„- - E % 4. N "' 4742 Liberty Rd-S#151 * Salem,OR.97302 AND VO10,AND THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF MY BUILDING CONSTRUCTED REFERENCING THESE 4, . Ph.(503)3C32-7020•Fax(888)535-6341 PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.cam