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VLMK 3933 li l`ENGINEERING+DESIGNVIMLCO* <br /> • <br /> • <br /> • <br /> PROJECT NAME <br /> KRAGHT DECK <br /> ADDITION <br /> 13•-0'• 12-o° 1a'-o" 12'-0•' 3426 TULALIP AVE <br /> ' EVERETT,WA 98201 <br /> ,- Kl rY SIMPSON'DTT2Z'WITH <br /> ryQ ® ,��.� y°? ® JOIST WITH EXISTING <br /> K <br /> ,ZF ,tF SAT 2x10 FLOOR JOIST • <br /> 6+6 6+6 <br /> rgi <br /> '-1 1 \ 1 <br /> Q+ I U U <br /> O O <br /> 15 x 1E„x o_5 2'-0"x 2'-0"x o'-R„ `/•0 ! © I ` e ` - U <br /> WITH(3)#4 EACH WITH(3)#4 EACH . . r �. - ._.. �_—._.. <br /> WAY AT BOTTOM WAY AT BOTTOM l` - a F P. LT( <br /> Q <br /> • _ I EXISTING SLAB - q N J N v I o REVISIONS <br /> O1 ® ON GRADE �, _ _ __...._._._ <br /> I Q,�\ Q.>l +y 9 LL v ® DATE DESCRIPTION <br /> �,ti\ �,y\ y,�2 i x N = w <br /> I. <br /> I 6+ _�+• r� UP cj\ �y <br /> r — <br /> (2)2x12 HFtk2(P.TJ <br /> t S3 5 iIN—N—=- ®. I <br /> J+ = (E)2x10 <br /> o® : <br /> 13,-0" 7'-31/4" • <br /> • <br /> P"'N A DECK FOUNDATION PLAN /1""N e DECK FRAMING PLAN r, <br /> ,'I S2 1/4•=1'-a' , ; I 1/4"=r-a' , <br /> a <br /> p 4 su az on O q, <br /> DECK FOUNDATION LEGEND: DECK FOUNDATION NOTES: DECK FRAMING LEGEND: DECK FRAMING NOTES: <br /> ASS ONAL S' 04-15-21 <br /> EXISTING 2x4 STUD AT 16"O.C. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING 2x4 STUD AT 16"O.C. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br /> m I I WITH 33/4"BRICK VENEER ON DRAWINGS AND IN FIELD.NOTIFY VLMK ENGINEERING+ I " I WITH 3 3/4"BRICK VENEER CONDITIONS ON DRAWINGS AND IN FIELD.NOTIFY VLMK <br /> �I - DESIGN(VLMK)OF ANY DISCREPANCIES OR IF ACTUAL ENGINEERING+DESIGN(VLMK)OF ANY DISCREPANCIES OR DATE <br /> @ - EXISTING CONCRETE FOOTING CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR APRIL 15,2021 <br /> • 0 WOOD POST PER FOUNDATION PLAN NOTED. <br /> of CONCRETE FOOTING PER PLAN 2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE SCALE PROJ.NO. <br /> FOLLOWING CRITERIA BOTTOM OF FOOTING TO BE A MINIMUM 2. DECK DESIGN CRITERIA: AS NOTED 20210166 <br /> �I ■ POST PER PLAN OF 12'•BELOW FINISH GRADE. DRAWN CHECKED <br /> DEAD LOAD = 11 PSF <br /> o SNOW LOAD = 25 PSF <br /> 3. AT THE OWNER'S DIRECTION,FOUNDATION DESIGN LIVE LOAD = 60 PSF SMS KDR <br /> PARAMETERS ASSUMED AS FOLLOWS IN ACCORDANCE WITH DEFLECTION = LL/240,TLJ180 <br /> IBC GUIDELINES 3. DECKING TO BE 2x MINIMUM AND ORIENTED PARTIAL <br /> ALLOWABLE BEARING PRESSURE = 1,500 PSF PERPENDICULAR TO DECK FRAMING. FOUNDATION, <br /> CONTRACTOR IS RESPONSIBLE FOR SITE PREPARATION, 4. DECK FASTENERS TO BE#10 EXTERIOR USE SCREWS WITH <br /> INCLUDING VERIFICATION OF SUITABLE SOIL CONDITIONS AND 11/2"MINIMUM PENETRATION INTO DECK FRAMING. FLOOR,AND ROOF <br /> E COMPACTION. 5. AT <br /> AC BEAM O POST <br /> APCONN,UO!NNS USE SIMPSON'AC'OR FRAMING PLANS <br /> ri <br /> S2 <br /> 1 VI,---, <br /> 4/15/2021 10:14.28 AM <br /> "))I4 <br />