Laserfiche WebLink
/8 SMS 0 6-O.C.MAX. <br /> EXISTING ¢ <br /> #12x4`,6'OR 7'SMS W/2'O.D. ALUMINUM WASHER RESIDENCE o cv <br /> do NEOPRENE INSERT SPACED 0 12'O.C. � F <br /> POST DD cn <br /> V) 0 <br /> In CO <br /> 3.00 0.75o R � <br /> #10 TEK SCREW <br /> W <br /> c w <br /> w In <br /> 2-/14 WDOO LAG SCREWS 0 16' ? <br /> 4.DO O.C.TO PENETRATE SOLID i w w <br /> WOOD 1 3/4'MINIMUM N <br /> w <br /> SHOE z a a <br /> ROOF PANEL/WALL ATTACHMENT BZ = ¢ >Z <br /> ovinaw <br /> 2.125 ROOF PANELS SHALL BE TEMO,INC.PREFABRICATED ? a <br /> 0.075 (2) 3/8" X 2" SIMPSON WEDGE ALL SANDWICH PANELS CONSISTING OF TWO(2)ALUMINUM SKINS <br /> ^*� AND EXPANDED POLYSTYRENE(EPS)FOAM PLASTIC CORE <br /> 2x7 DECO BEAM PATIO POST 3 ANCHORS <br /> "HORS ESR-1396 INTO CONCRETE MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE _ o <br /> (16517) 30 (16543) 31 / X 3LAG INTO LUMBER WITH ER#ESR-1601. m o r <br /> N <br /> a <br /> DECK OR SLAB OUTER ALUM. ROOF CLEAT COVER = <br /> aaz � <br /> SLAB CONNECTION SIDE VIEW N m <br /> OUTER ALUM.ROOF CLEAT /8x1/2'LG. o < y w <br /> SMS 0 6b.C. o ¢ r r <br /> ROOF PANEL TO BEAM ATTACHMENT B 1 <br /> BEAM TO SUDE SEALANT SEALANT z v w <br /> INTO POST <br /> X10 x 1" SELF TAPPING z < < <br /> SCREW 3 PER SIDE-\ " F_ <br /> STAGGERED ROOF PANEL <br /> 2 # 12 oo <br /> r7 <br /> 0 <br /> O Do <br /> i � z <br /> 2x6 BEAM V <br /> LUMBER ��� PANEL <br /> INSERT INNER VINYL ROOF CLEAT LAMINATED ROOF <br /> um <br /> SES ROOF PANEL SPLICE B3oo <br /> . a <br /> NO COLUMN COLUMN TO SHOE _ <br /> OF WAS y7N MECHANICAL FASTENER. #60 TEK PHIWPS FLAT HEAD 3 n <br /> F GJ COLUMN BASE FASTENER. o o <br /> DOUBLE BEAM/COLUMN CONNECTION MINIMUM 2 PER BASE. O zco <br /> H _ COLUMN BASE. o <br /> r <br /> z o <br /> FOUNDATION EXPANSION ANCHOR. � � <br /> COLUMN SHOE. L) o <br /> 84477 POST/BEAM CONNECTION POST/SLAB CONNECTION #tzr.�4 TEK PHIWPS PAN �;-::..:, ;;: +:.::=. ,. :;,;;4. .:;__ to <br /> Q fi FASTENER. 4 FASTENERS ''. `.;:`+ co <br /> HEAD AS �,`� '�•' ± '.a.;•: <br /> �Gt N PER SIDE x 2 SIDES (8 J' ' : 'i' <br /> F FASTENERS TOTAL). SEE �� i' A '!. :'�'S' ' o II <br /> SECTIONS S-1, AND S-2 FOR •'; w lo <br /> yt�• ADDITIONAL PLACEMENT w <br /> INFORMATION. ¢ <br /> I $-2 SECTION DETAII. _ <br /> r_* 0 <br /> PERIMETER LINE OF COLUMN <br /> LINE OF CONCRETE FOUNDATION. BASE. REMAINER OF UNES o <br /> REMOVED FOR DRAWING SPAN TABLE FOR BEAM <br /> (2) 3/8" X 2" SIMPSON WEDGE ALL 2 PCS FLORENTINE COLUMN. CLAiRITY. <br /> MAXIMUM POST <br /> - X 3" LAGINTO LUMBER <br /> 30 PSF SNOW LOAD, 115 MPH WIND <br /> ANCHORS LINE OF COLUMN SHOE. V0 FOUNDATION AND FOOTINGw O <br /> [POST EXPANSION ANCHOR ROOF SPAN <br /> (SEE GENERAL NOTES SPACING10' FREE SPAN 13' FREE SPAN 16' FREE SPAN 18' FREE SPAN S-1 AND SPECS FOR MORE z <br /> DETAIL). f ff u A n) <br /> SWILn L btAM 1 L —U I I —U I U —u — <br /> B-4 COLUMN FOOT DETP IL (n z <br /> O <br /> COLUMN TO SHOE DOUBLE BEAM 15'-0" 13'-8 12'-1011 12)-41' <br /> MECHANICAL FASTENER. ly• FOUNDATION EXPANSION 30 PSF SNOW LOAD, <br /> #10 TEK SCREW ANCHOR. 1 15 MPH WIND DATE <br /> ROOF PANEL SPAN FEB D2, 2 <br /> 017 <br /> (TYPICAL) � ® WAY ESHO, PEE <br /> PERIMETER LINE OF 204W HALL RD <br /> CONCRETE FOUNDATION. COLUMN BASE. REMAINER T-3-2-32 T-4.25-2-32 T-6-2-32 m(Boo)TMs'Y 18038 <br /> OF LINES REMOVED FOR P�X�)3"-"" <br /> SHOE i+;; • ;r; t i;'; `�y.� — f— ff ) ) WA U_- P" ENGINEER <br /> t {• DRAWING CLAIRITY. 12' 2" 15 8 18 -6 ' "'"�`""" <br /> -'+'�,j;Y'.;:;1�; :•., t%#:: DRAWN BY: t/ <br /> SLAB CONNECTION TOP VIEW `= r' `::. 'zJ :�° <br /> .E...• .',.• CUSTOMER: <br /> SUNNVVEST <br /> S-T SECTION DETAIL DWG.NO.: �` y <br /> PA11030-40_1 l/ <br /> 1 OF 1 t <br />