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620 112TH ST SE SPACE 208 2020-02-25
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620 112TH ST SE SPACE 208 2020-02-25
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Last modified
2/25/2020 10:50:05 AM
Creation date
2/25/2020 10:47:12 AM
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Address Document
Street Name
112TH ST SE
Street Number
620
Unit
SPACE 208
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'X6,5' ALUMINUM OR !FIBERGLASS OR ALUMINUM <br /> ALUM RAFTER NOTES' STEEL POST ✓ DECORATIVE POST COVER , RevMNons <br /> ROUBLE ALUMINUM 3'08' L FIBERGLASS OR ALUMINUM POST COVER IS NMI LOAD BEARING <br /> I Al OR 2'X6.5' HEADER B. ATTACHMENT IS TO HOLD COVERING AGAINST <br /> STEEL OR ALUMINUM POST <br /> 2r� -U' MINOR LATERAL FORCES. FIBERGLASS <br /> 3, USE MULTIPLE BRACKETS AS NEEDED, OR ALUMINUM J <br /> 2•S=_— POST COLLAR 1.5'X1.5' METAL L <br /> !.°111NON STRUCTURAL ALUMINUM ANGLE BRACKET <TYP) <br /> DR FIBERGLASS POST0 SLAB OR 3/8'X3/4' BOLT ' f <br /> ALUMINUM LATTICE FOOTING 4 ,r f <br /> ALUMINUM OR FIBERGLAS • a'• • •. ,• • .••.• • •w-- CONCRETE ANCHOR Zc,) <br /> 1 E ...' ... ••. <br /> POST SLAB OR FOOTING .<: ••• •. '''° " a. •'% <br /> 2•x6s• ATTACHMENT w f `• r i4 CD <br /> Will 11 MI? ALUM RAFTER III ATTACH AS PER DETAIL LA2 • <br /> 5 f • •:y; • <br /> DOUBLE ALUMINUM FIBERGLASS OR LIJO_. o)- <br /> 3'X8' OR ALUMINUM <br /> 2'X6.5' HEADER POST COLLAR ' Q_1 <br /> ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND - g a <br /> 3'X3' STEEL D' STEEL OR ALUMINUM POST SECUREDa <br /> ALUMINUM POST BY APPROVED METHOD INCLUDING CONCRETE J -y <br /> EMBEDMENT OR CONCRETE SURFACE ATTACHMENT _. <br /> -NON STRUCTUR BY SCREWS OR BOLTS. <br /> FIBERGLASS OR PUTZ B <br /> ALUMINUM POST C 0 WAS M, :� §Z <br /> FIBERGLASS POST „Nr:. "1) �, 11--Y M <br /> ALUMINUM HEADER ATTACHMENT = 4,. '` 4 C> e, <br /> S0.040' MIN TUB POST OD SEE GENERAL NOTE •21 39661 i t -1 C 0 O Le r <br /> THICKNESS FRAMING FOR WEATHER PROTECTION �+ r�3 ��111 I`in=.7: s <br /> 1111 SG=O.S MIN MAY NOT ATTACH HEADER `P8tONAL G‘ ' <br /> REQUIREMENTS ARE PER RAFr� 1/4' LAG SCREWS OVER WINDOW DR OTHER I „i PROF <br /> rxe.s ALUM RAFTERS USE: WALL OPENING �4:R. FSs <br /> THREE #14 SUS FOR 20 PSF 70 MPH EXP C (SIX PLACES) �g N 9 /0 <br /> idling° <br /> FOUR 4 SMS FOR 50 PSF/1100 MPH EXP C"pp .,uDER &ffild�� EFlVE4 SMS FGR 80 PSF �.ALUM RAFTERS USE 1' r+�in w- 3'X8• ALUM , <br /> THREE p4 SMS FOR 10 PSF/I50 MPH120 MPH EXP C fr- <br /> RAFTER I <br /> L. <br /> FOUR X14 SMS FOR 35.7 PSF/170 MPH EXP CitE16 <br /> At <br /> RVE X14 SUS FOR 00 PSF/1 MPH Eft C i,�Rlil ".!:1,_.0:),- . qt <br /> HEADERS f 1' <br /> �;� r- (iiillii <br /> ti a�MATCHHEADER SCREWS - 3'X8' ALUM ry,', it DEC: 31,2018 <br /> 1 ii 4E0 A <br /> • L DRILLING ► 2 <br /> .,"/–ALUM RAFTER 2.25 MIN �,,, TRIB j <br /> LUM RAFTER SCREW (SIX PLACES) WIDTH , A •o <br /> z 40, <br /> REQUIREMENTS ARE PER RAFTER. EP 21 2017 <br /> rxeal' ALUM RAFTERS <br /> UNDERHUNG DOUBLE RAFTERS USE 711K)SMS UP TO 120 MPH ECP C POST SPACING <br /> I e USE THREE SMS UP TO 170 MPH EXP C . Carl Putnam, P. E <br /> 1-4 3441 IVYLINK PLACE <br /> 3 USE TWO SUSSUUP�TO 120 MPH EXP Ba. ALUM R <br /> X LYNCHBURG, VA 24303 <br /> 110 <br /> USE THREE sMs UP TO 100 MPH EXP 81120 MPH ERP C - (CARLPUTNAISCOHCASTNET <br /> USE FOUR sIIsuProl7oMPH MCP c DETAIL LA36 W <br /> r MATCH RAFTER SCREWS <br /> MAX TRIBUTARY AREA <br /> ALUMINUM 79 SQ. FT FOR 10 PSF o�.� CMP <br /> STUB POSTPPP 41 SQ FT FOR 20 PSF p,,,�,1, <br /> t= 0.040' iiiiii HEADER ATTACHMENT 39 SQ FT FOR 25 PSF GSL■ CMP <br /> 33 SG FT FOR 30 PSF asuli <br /> TO WALL MAXIMUM LOAD IS 1104 LBF. <br /> Dab <br /> *GROUND SNOW LOAD T03.d <br /> 4f DOUBLE RAFTERS CHECK POST SPACING FO. lei1' wi <br /> NTS pop! <br /> HEADR IN TABLES 4150,.. <br /> Four Seasons ICC ESR 1953(2015113C) 1/26/2017 pie 7 99 <br /> i <br />
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