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GENERAL NOTES <br /> 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS <br /> K-A BEFORE STARTING CONSTRUCTION. <br /> (DECK LEKIII) <br /> 7--0 T/9' P-0 7/8' 7.-0]/B' 2•_p• T-D]/0' T-0 7/A' )'-0 7/0' '-3 I/O' 2. ALL DIMENSIONS ARE TO FRAMING POINTS. <br /> - <br /> (4)4'4'P.T.H/FE2 POSTS INSTALL SIMPSON (FEUD VERIFY All DIMENSIONS). <br /> 111 SEISMIC JOIST <br /> 16-SQ.x 12'THK.FTG. �SECTIN HOLD DOWN EACH <br /> FOR STAR WADING A-1 DECK JOIST SIMPSON PC42 <br /> P. <br /> 4-EACH,WI SIMPSON BRAC P.T.ANGLE POST CAP CO <br /> CB544 POST BASE BRACE ATTACHED TO f'�10 P.7.N/F'2 BEAM DECK BEAR CONNECTION <br /> UNDER SIDE OF JOIST I x `I SIMPSON H2.5A <br /> Li; <br /> _' ANCHOR TO EACH + 1( 7yp AT EACH <br /> ', u [�- JOIST W/(z)GLV. , r / <br /> 16d NAILS • END JOIST <br /> STAIR q � <br /> SECTION B STAR\ "t / <br /> COppprm AA-2 0 0 CoxL1TLlE A_] SECTION a /' <br /> PAD Y-D 1/x' PAD /1 - '0. / lUC2BZ <br /> 4x8 P.T.H/Ft2 . \�• ��ENDS 1 <br /> EDGE OF HOUSE FOUNDATION -fJ_ <br /> rv�" w�3 P.T.OR 1®2"LEDGER <br /> 4' SIMPSON DECK TENSION <br /> 14'S0.x 12"THK.FTC. ANCHOR W/1/2b x 4'LONG TIE DTT1Z,4 LOCATIONS <br /> TN <br /> FOR STAIR LANDING L EST <br /> LAG BOLT$AT 16'O.G,STAGGER ALONG LEDGER AND WITHIN <br /> 5-EACH,POST <br /> BASESIMPSON d . BOLTS UP AND DOWN ALONG LEDGER 2'OF EACH END <br /> CBS44 POST BASE'� Q -SIMPSON HUC46 LU282 SIMPSON JOIST HANGERS <br /> • J0157 AT _, J FACE MOUNT HANGER <br /> ' JO`O.C. /f/l I ANCHOR INTO SOLID FOAMING <br /> FE ^� I4I4I' OUTLINE OF COSTING HOUSE <br /> ' 'W^ LA8 P.T.BEAMP-12S <br /> , \ NOTE: �m�;�'IANDINT.BAMS ', <br /> CLEAR IX6TING FOUNDATON <br /> C-2 7/8' Y-0 J/4'o M-2 74 1' TN• FOOTNG WHEN INSTATING <br /> NEW STAIR LANDING FOOTING <br /> `a <br /> J <br /> 01?.#•''''''' • <br /> DECK FOOTING PLAN DECK FRAMING PLAN <br /> SCALE:1 4•=1'-O- SCALE 1/4•=1'-0- Q • <br /> EXIST.SIDING <br /> SHEATHING <br /> FLASH FOR <br /> WATER TIGHTNESS V <br /> DECKING 0-1 <br /> 7 <br /> 0 <br /> CC <br /> \ d <br /> SIMPSON 01ST \` <br /> OUTUNE OF 2x RM JOIST HANGER LU28 Z-WK Q <br /> IXISRNG HOUSE VERIFY FOR LNG P.T.2x H/F/2 L1J <br /> BOLT ANCHOR LEDGER,ANCHOR <br /> W/1/2'A LAG DECK LEVEL <br /> BOLTS,STAGGER , 1n' I o <br /> DECK RAILING FLASHING W/DRIP — ' •\•i' OS <br /> PER HOME OWNER P.T.4x6 BM Ilk1 <br /> DECK LEDGER DETAIL aSIMPSOA BC4PRO'ADESIMPSONJ0157 li POST CAP TP• c HOR LANDING L <br /> ' :IN 1��:� BOLTS WIDI NUTS&WASHER$ • <br /> • �;,, J r o <br /> 1 2-x8•P.T.LEDGER Me 2.4"H/F/2 P.T.JOISTS 1� REINFORCE STRINGERS P.T.2x6 LEDGER aa <br /> ANCHORED TO WALL , A� SIMPSON DTT2 GUARDRAIL W P.T.2x4 ANCHOR FOR STRNGER T1 �( P.T.4x8 BM o m <br /> STUDS W/SIMPSON i6'O.C,TYPICAL POST CONNECTION Z <br /> ,A /SIMPSON SD/9 SCREWS • z <br /> INSTALL STAIRS SIMPSON BC4Z <br /> SCREWS OR LAG BOLTS 4•x10'H/F42'P.T., J Q <br /> ■1 SIMPSON H1 HOLD DOWN W <br /> GIRDER BEAN.TPK:AL /(3)P.T.2x12 POST CAP TYP. cl n q PROADE SIMPSON4 STRINGERS,EACH RUN CTn 2 POST CAP,BC4 POST ET B _2.P.T. P.T.4x4 POST CC 7.1 <br /> Z-MAX.TYP. w m 5 <br /> 5-0' r PROVIDE SIMPSON -O > <br /> PPR�OV SIMPSON CONC.PAD I POST BASE CB544 C o ©' <br /> 'COSTING PATIO Z-MAX,TYP. F. z <br /> Z-MAX,TYP. I CONCRETE PIER FOOTING FIN E EXISTING GRADE Aar SECONC. <br /> FOOTINGNPLAN c. CC _o .m o <br /> r 14'SQ.x 12'THICK <br /> 2��4-BAR CA.WAY <br /> .11111= CLEAR OF BOTfON ci 3 -A,GS <br /> CONCRETE PER FOOTING 0 MA N <br /> THICK <br /> 16"SO.x 12' STAIR SECTION w a <br /> (NEW DECK) (22/4-BAR EA WAY SCALE 1/2'=1'O• <br /> / 3 CLEW OF BOTTOM <br /> DECK SECTION (7) Avg 2 1 0 1 2 4 <br /> SCALE 1/2•=1'-O. A-2 <br /> SCALE:1/2'=1'-A Avt' 4' 2' 0 2' 4' B' <br /> SCALE 1/4•=1'-0' SHEET 2 OF 2 <br /> 11 <br />