3018 21ST ST 2022 Plans 2022-11-21

,..4# ,. • J'� (1 CONSTRUCTION NOTES j `� 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION. ALL 1� `J 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: JOHN YOKU M 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. BUILDING LOCATION: 3018 21ST ST. 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 98201 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 MAYBE SUBSTITUTED FOR SPECIFIED GRADE. BUILDING DIMENSIONS: 20'X 24'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 ARENCONST.TYPE: 480 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,7116'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 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 ROOF ASSEMBLY: COMPOSITION ROOFING BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. WALL ASSEMBLY: EXTERIOR 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 0.131X3-114"(MINIMUM)GUN NAILS UNLESS OTHERWISE NOTED IN THE PLANS. 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE,BACKFILL WITH CLEAN SAND OR 334"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACK-FILL IN 6"LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: 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. BUILDING DESIGN CRITERIA SHT DRAWING LIST THESE DOCUMENTS HAVE NOT BEEN APPROVED FOR THE GROUND SNOW LOAD= 25 PSF 1 C1.0 COVER SHEET Permit#: B2202 Q47 ISSUANCE OFIRE SUPPRESSION Site Address: 3018 21ST Sr ROOF DEAD LOAD= 7 PSF 2 P1.0 PLAN VIEW MECHANICAL, Owner: YOCUM FRANCES&JOHN T WIND SPEED= 110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS ELECTRICAL OR PLUMBING PERMITS. Tenant: (TenNamej App.Date: 2/18/2022 WIND EXPOSURE= B 4 S1.0 SECTIONS&DETAILS Proposed Use: NEW DETACHED ACCESSORY SEISMIC DESIGN PARAMETERS: 5 D1.Oe DETAILS Description: CONSTRUCT NEW:20'X24'(480S POLE Q GARAGE Ss= 1.19 Si=0.42 - _� U E ®I F Reviewed By: �` Date: 2 ls7zz SEISMIC DESIGN CATEGORY=D 3 8 1 - :� . '� s "�.! ` J. Office Set Job Site Set Fire/Planning Set RISK CATEGORY= II • SOIL BEARING CAPACITY= 1,500 PSF JUN 2 1 2022 0 ` BUILDING CODES & REFERENCES CITY OF EVERETT Permit Services COMER SHEET -2018 IBC -ASCE 7-16 Roof trusses to be designed = IL�t1.- ;; DRAWING NO. C1.0 OWNER:JOHN YOKUM and drawing prepared by olf /". `_40 �' REV.: 0 SHEET. 1 LOCATION. 21ST ST, -NDS 2012 a State licensed structural .i. r " ' PROJECT NO.: 12201013 EVERETT, • WA 98201 ., engineer. '" DATE:24 JAN 2022 'SCALE: NIA DRAWN BY: RCC3. . THE PLANS FOR TH IS 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 { A 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 • =` 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 4742 Liberty Rd.S#151• Salem,OR.97302 Iv AND VOID,AND THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL NOT BE HELD UABLE FOR THE STRUCTURAL.INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE tv. s AL ' Ph.(503)302-7020•Fax(888)535-6341 PLANS UNDER THESE CONDITIONS. www.southvalleyenglneering.com