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7 <br />a. . 9 <br />a t> <br /><1 <br />90* pu , <br />8 9 z <br />4 6 1 <br />2x wood studs DF <br />SEE SHEET M8 FOR Lattice or or BTR @1 6" 0/cSTEEL POST-- %SLAB REQUIREMENTS Solid Panel-7 <br /> FOR CONSTRAINED 0.042"xj"*8"7 -ATTACH PANELS/ FOOTINGS HEADER '......k =.1....Alum. Bracket ..-PER DETAILS <br />.DETAIL L9 (0060')7 /AZ, BD OR BG <br />f <br />Lattice OC <br />Solid Panels <br />B <br />d <br />418 SMS <br />1 <br />3' <br />Alum. BrackeL <br />(0.060') <br />3 <br />d <br />d <br />d <br />e 0 <br />81/11 U,/CY <br />0,032' <br />or <br />0.040' <br />e <br />11 <br />A <br />»8 SMS --1/4" LAG <br />.......C==a SCREW PER <br />| TABLE 7.5 <br />. 2.25" MIN "ANC4". <br />x 8' Header #1 <br />(0.042') <br />„ . t€4 f <br />9-#14 SM-j; <br />\ 3' x 8' Header #2 <br />(0.042') <br />x 6' Side Plate <br />#14 SMS- <br />t <br />4 3' x 8' Header #1 <br />Z CONCRETE FOOTING (0.042')CONTINUOUS 2x DF WOOD LEDGER <br />3"x3" POST - 1 I <br />11 3"x3" POST OR PROVIDE SIMPSON STRONG TIE . <br />MSTA36 (ICC ESR 2105 AT SPLICE <br />8' x 9' STEEL REBAR EMBEDDED AT 'B' -RAFTER & SIDEPLATES 1 1 2*6.5* SIDEPLATE --<LOCATION) <br />< 33'B = 9'HEADER (3004-H34 ALUM. ALLOY) i ' COVER W/ 0.019" ALUMINUM <br />(3004-H34 ALUM. ALLOY)#A.- <br />< 38' B = 12' <br />< 46'B = 18' ALTERNATIVE SPLICE FOR ATTACHED UNITS <br />d e <br />FREESTANDING OR ATTACHED <br />POST/FOOTING CONNECTION <br />ANEE, <br />e LEDGER BOARD ATTACHMENT <br />Seal with permanently flexlk ' 01 8 1/4' LAG SCREWS FOUR #14 SDS EACH SID(2 1/4' OF PENETRATION/-- & waterproof sealant 91-r c'\04 INTO WALL STUD) <br />SEE GENERAL NOTE #23 -CONTINUOUS 2'x DF Ld WY ,-3" X 8" BOXBOARD OR PROVIDE SIM. --.49%,, 06*-C- <br />2' x 4'C 1 / STRONG TIE MSTA36 <ICC ESR9963-6231 C---9 BEAM HEADER <br />DOUG FIR J /2105) AT SPLICE LOCATION A -<r-ALUMINUM "H" <br />WOOD STUD 1,00'Min,COVER 7/ 0,019' ALUMINUM 05• Immul /BRACKET <br />| / \,-3"X 3" ALUMINUM <br />POST <br />- 1/4' Lag Screw 3' X 8' ALUM 4334*--RAFTER BRACKET1 DETAIL U I / 1 3. /ES&+ ><5 'oe»4>xVIL / / <br />_--- ATTACH PATIO COVER <br />3.5' MIN AS PER N26 OR N27 1 0 - 39(8' ALUM <br />HEADER -1--OCT 20 2011 <br />Completely Seal with · 1 <br />-permanently flexible &FOUR #14 SDS EACH SIDE <br />waterproof sealant-41111111111111'1111)„„Iwl'11111 n - 4 1 7 ALUMINUM 'H' BRACKET FOR <br />2.5' MIN PENETRATION --/mIn. ' 2.25' MIN CONNECTING POST TO HEADER <br />INTO WODD FRAMING 014 SELF-DRILLING SCREW (6063-T5 ALUM. ALLOY) <br />L Synthetic Stucco or other-0-N non-structural covering (1' Max, thick)POST ALTERNATIVE FOR SLAB ATTACHMENT <br />- - SheathIng MAX WIND LOAD IS 100 MPH EXP B AND 90 >Unerimax 5208 TENNYSON PARKWAY <br />SUITE 100MPH EXPOSURE C -BUILDING PRODUCTS, INC.PLANO. TEXAS 75024 <br />SEE ALLOWABLE DISTANCE TO FIRST <br />ROW OF POSTS IN TABLE 7.7 LEDGER BOARD ORA»N Int TrPE: STUCCO ATTACHMENT DETAIL W/ <br />BEJ/CP <br />G <br />1.00' <br />4 149190 6" <br />e <br />Ilall / 4AA-1 -AA@ <br />e\ZONA-U t·Dires 9/30120 <br />643: <br />NOV 5 2012 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 43 of 60 Engineer's Stamp <br />SON.E: <br />NTS <br />DATE <br />muE:Component Parts & Connection Details <br />for Newport Patio Structures <br />FUEk SHEEr: <br />NP04-2009 4 of 4