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1 12 3 4 5 <br /> HANDRAIL SHALL BE LDCATED 5• -11 <br /> DECK FLUSH W <br /> ON AT LEAST ONE SID=OF ALL HARDWARE TO BE HOT F.F.(OR MAX 1 <br /> STAIRWAY MOUNTED DIPPED GALVANIZED. BELOW) <br /> BETWEENRAANOSING AND RR=-TU BOJE E 5/4x4 P.T.DECKING <br /> ENDS N WALL OR 2x6 CAP <br /> 1 TERMINATE IN A NEWpL POST EASE EDGES -1` <br /> 1 <br /> 1x4 EA.SIDE <br /> j PICKETS - 2x2 @ LESS THAN <br /> 1 LESS THAN DING FIN 4"CLEAR ARCHITECTURAL DESIGN <br /> FLOOR rvIAINTAIN -4x4 POST @ 8'MAX. ELEVATION <br /> E I 4"CLEAR GALV.MTL, 6'-8"HEADROOM E ASSOCIATES,PS <br /> HANGER MIN. P.T.2x6 DECK <br /> 1x4 EA.SIDE 2221 Everett Avenue <br /> STRUCTURE JOIST @ 16"o.c. P.T.4x4 POST <br /> � >ti GALV JST Z MAX. Suite#201 <br /> HGR @ STRTR. GALV. (up to 7'SPAN) POS.CONNECT- Everett,WA.98201 <br /> &BTM CONIC PII <br /> MIN 2x8 MIN.5/4 DK'G FLASH, ( DBL.RIM. (- BLOCK OR PAD t Ph: 425.259.0661 <br /> 10" 2x RIM JOIST -- 2x BLK'S 1 SOLID BEARING <br /> = MIN. 5/8"TYPE'x'GWB (2)3/8"DA1 L �S6tZ+F i f J GROUND <br /> t (2)2x12 STRINGER 'v ,G <br /> i 7 3/-4" GALVANIZED r, i I i nD <br /> M2"TREAD TYP. BOLT THRU POST i � �� i 4"BEYOND <br /> NOTES: DECK JOIST DOOR.1..IAZC-E TERIOR MEMBERS TO BE P.T. PER PLAN -MATERIAL P.T.2x6 LEDGER 5 1/2"BEAM PER PLAN- n P.T.2x10 2.ALL RISE AND RUN DIMENSIONS ° ' LEDGER w/(2) x 3/S LAG @ 16"o.c. ACi ESCfERIOR WO <br /> SHALL BE THE SAME FOR EACH STEP. 1/2"DIA. GALV. PLAN VIEW TO BE DECAY RESI3.GLUE AND SCREW ALL TREAgS TO LAG BOLTS @D 11,0" STRINGER. — 16"o.c. Z�ECK/STOOP DETAIL BE HOT D PED GPySTAIR DETAILS (IF REO D) 2 I�TYPICAL DECK DETAIL J <br /> These plans are the <br /> copyrighted material <br /> of ARCHITECTURAL <br /> DESIGN ASSOCIATES, <br /> P.S.any plans that do <br /> not bear an architects <br /> ROOF MATERIAL stamp <br /> PER ELEVATIONS 1x4 PLATE ; ROOFING MATERIAL ink are unauthorized <br /> &SECTIONS ----- ROOF PER PER ELEVATION&SECTION / o copies and may be in <br /> 1-1/4x10 BARGE ELEV.& = m z violation of copyright <br /> SECTIONS INSULATION BAFFLE TO a laws. <br /> PL HT EXTEND 12"ABOVE INSULATION / SIMPSONA35@24"O.C. <br /> '- ----------------- WITH 1 1/2"CLEAR AIRSPACE wl(12)8dx112"NAILS <br /> ALUM 1x4 <br /> GUTTE� ►►yyy <br /> Bd @ 4"O.C. <br /> n ROOF <br /> C 5/4x8 FASCIA ALUM.GUTTER ASSEMBLY C <br /> 1-1 4x10 PER PLAN 2x RAFTER PER PLAN. <br /> BARGE 2x VENT z <br /> 5/4x8 FASCIA w�INSECT SCREEN 2x BLOCKING <br /> SIMPSON H1 @ <br /> 5/4x8 FAS EACH RAFTER. <br /> CORNER TRIM BOARD PER PLAN SER PLAN& <br /> w/CONT. SCHEDULE <br /> MANUFACTURED <br /> DOWN SPOUT <br /> -CORNER TRIM DOWN SPOUT GUTTER z <br /> DOWN SPOUT U <br /> SIDING PER <br /> ELEVATION <br /> nTYP. ROOF TRIM—ROOF ELEV.(SIM)nTYP. ROOF TRIM— SIDE ELEV.(SIM) nFLAT CEILING&SOFFIT DETAIL(SIM) roLFTER/ WALL CONNECTION DETAIL <br /> ��1/2'=1,_0" uz"=1,_0.. � 3/a r-o° uz^=r-a' <br /> u_ a <br /> B n <br /> BEAM 2x4 WALL 2x6 WALL DBL.TOP PLATE B o 0 <br /> RooFTRusses 4x SAWN DBL.TOP PLATE E <br /> (SAWN) (2)2x4 (2)2x6 BEAM PER v �, °7 m <br /> PER PLAN N PLAN HEADER E 3 <br /> z 6x(SAWN) (3)2x4 (3)2x6 PER PLAN '? C N <br /> u� I 1 suLAROO � 3 1/8(GLB) (2)2x4 (2)2x6 � <br /> U PER PLAN 5 1/8(GLB) (3)2x4 (3)2x6 cd w <br /> a 3 1/2(MANF) (2)2x4 (2)2x6 I N <br /> � 5 1/2(MANF) (3)2x4 (3)2x6 I 2 <br /> I CL <br /> c�i INSULATION PER GIRDER TRUSS <br /> ENERGY (3)2x4 (3)2x6 <br /> CALCULATIONS BY <br /> OTHERS HEADER 2x4 WALL 2x6 WALL CS16 w/ KING STUD DBL <br /> 4x(SAWN) 2x4 2x6 (20)16d if 10'or greater I REO'D <br /> "T METAL � 6x(SAWN) --- 2x6 I I TRIM.FRS Date: <br /> A 3 1/8(GLB) (2)2x4 2x6 OR GREATS A 09 23 2013 <br /> 5 1/8(GLB) ---- (2)2x6 212-11 <br /> WTHEEORRENE <br /> 1/1 TYPE x G.W.B. j 3 1/2(MANF) (2)2x4 2x6 REQ'D STUDS <br /> STRIPPING � 5 1/2(MANF) ---- (2)2x6 *SIM TO MATCH EXISTING <br /> ATTIC ACCESS DETAIL FRAMING NOTES > POINT LOAD DETAIL WINDOW HEADER DETAIL A5n0 <br /> 7 1 112"=1,-O" '� 1 V > ! 1 <br /> 1 - 2 3 4 =1,-0„ 5 ' <br /> is a � <br />