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- 3/4° APA T&G 0SE1 OR PLYAID. <br />CD INT. !Z EXT. CLUE. NAIL W/ <br />10d 0 6 O.C. EDGES & SOLID <br />BLOCKING & 0 10' O.C. IN FIELD <br />ESP 16' Tad 210 FLOOR JOIST <br />EXISTING 2x6 CEILING MST ANNOR <br />TO NEW Tad W/ 16d 0 67 D.C. <br />I <br />ON DECKS w/IN 30" OF <br />SIDING NOTE: ALL WCOD EXPOSED TO WEATHER 'FINISHED GRADE <br />TO BE PRESSURE TREATED OR HAVE <br />SHEATHING NATURAL RESISTANCE TO DECAY <br />FLASHING FOR WATER TIGHTNESS <br />PR, TRTD 2x LEDGER SAVE DEPTH AS <br />JOISTS JfA47 LAG BOLTS, STAGGERED, <br />6 - <br />16 c LUS26 JOIST HANGERS <br />5/4x4 TREATED OR TREX DECKING <br />FLOOR I <br />JOISTS 20 JOISTS PER PLAN SOLID BLOCKING <br />MIN <br />7�]74x4 DIAGONAL BRACING 0 <br />—'.— — — UNDE—RSOE OF JOISTS W/ (2)16d <br />TO EAQ'i JOIST <br />SIMPSON LTT19 0 4 LOCATIONS <br />EVENLY DISTRIBUTED ALONG BECK <br />& I WITHIN 2' OF EA. END OF <br />LEDGER. HOLDO"m DEVICES SMALL <br />FULLY ENGAGE DECK JOIST <br />JIFOW L. FULLY THREADED LAG SCREW <br />w/ HVY WASHER. PREDRILLED %v/ FULL <br />PENETRATION INTO LEDGER & RIM. <br />GRADE <br />DECK DETAIL <br />SCALE: 1/2'=1°-D' <br />ps <br />NOT PrIAS!�"--WIWTIGK <br />THAN 4� GAP) <br />BEAM PER PLAN POSITIVE <br />CONNECT TO COLUMN <br />5/4x4x2'-G- SCAB TIE <br />EA. 9DE <br />CONCRETE FOOTING PER <br />FOUNDATION PLAN <br />UV� - 2"0 CONIN, FULL <br />IDTH OF LANDINGS SHALL <br />LENGTH HANDRAIL WITH <br />NOT BE LESS THAN THE <br />Of MIN, SPACE TO WALL <br />STAIRWAY SERVO. LENGTH <br />RETURN ENDS TO WALL <br />SHALL BE 36' MINNUM IN <br />OF, TERMINATE AT POST. <br />THE DIRECTION OF TRAVEL. <br />HANDRAIL TO SUPPORT 200 <br />L8. LOAD APPLIED IN ANY <br />DIRECTION. <br />Y40 MINIMUM & IX <br />MA MUM NOSING <br />107 <br />MIN. <br />SIMPS(M LSC TO STRINGER AND <br />JOISTS PER NFQ SPECS. <br />2x TREADS <br />Ix RIM <br />SM. 36- WALL <br />OPT. OPEN RAIL <br />202 ST%NGERS 0 <br />SPACE PICKETS <br />16"o/c MAX <br />SO 47 SPHERE <br />MAY NOT PASS <br />AREPROTECT ENCLOSED UNDER <br />WALLS & SOFFITS w/ Jf <br />G%BSTAIR <br />RM9-LOCK ADJACENT WALLS <br />PER IRC 602.8 <br />STAIR DETAIL SCALE., v-a- <br />INTERIOR <br />9-1-11 PLYWD OR 3f COX <br />TYP. 2x6 WALL <br />PLYWOOD SHTG OR 3q. asa <br />3/4� APA T&G OSB OR PLYWD. <br />NAIL 8d 6' O.C. EDGE, 12' <br />r <br />'o'cN <br />Im <br />CD INT. W/ EXT. GLUE. NAIL W/ <br />O.C. FIELD OR PER ENGINEER'S <br />16d 0 6"o/c <br />EXISTING SILL PLATE <br />CL <br />rn <br />Ln <br />10d 0 6" O.C. EDGES & SOLID <br />SHEARWALL SCHEDULE <br />BLOCKING & 0 10" D.C. IN FIELD-\ <br />�"O KOK BOLT 0 32"o/c <br />Ln u-:, <br />SOLID BLOCKING <br />2x6 BASE PLATE <br />APA T&G P Lyw"' <br />\ <br />EASING 2x CAR DECKING <br />— ING <br />q <br />j <br />ZO' 'N RIM JOIST <br />FLOOR JOISTS PER PLAN <br />--2x <br />46 <br />- - <br />CCX PL)IVOOD SM TG. <br />OR Yjj' 032. SOFFIT <br />7200 HF#2 FLOOR JOISTS TOM <br />w <br />2-20 TOP PLATES <br />R-30 INSI, �L W/ VAPOR <br />LAP SPLICES 48' <br />RETARDER WARM SIDE <br />sa <br />SIMPSON LSU28 ZMAX <br />EXISTING 20 STUD WALL <br />2x10 PRESSURE TRTD LEDGER <br />EXISTING FOUNDATION WALL <br />a <br />CANTILEVER SEC70N <br />WERE APPLICABLE SCALE. %7 = 1°-0- <br />om <br />XV 1 1444 1 <br />,--R,AIL SUPPORT DETAILS] <br />36' MIN. HT. GUARDRAIL IF > 3T Aft GRADE. <br />HANDRAIL REWRED FOR 4 OR MORE RISER& <br />X-38' HEIGHT HANDRAIL IY4--2-0 GRIP <br />CONTINUOUS FULL LENGTH OF STAIRS. <br />STAIR DETAIL <br />I EXTERIOR SCALE. -)C=1 0' <br />ODADDMON WALL SEC70N <br />WHERE APPLICABLE SCALE- W = 1'-0' <br />PREFAB. ENGINEERED ROOF <br />TRUSSES 0 24° D.C. <br />ROOFING PER PLAN <br />ND BAFFLE W/ IMIN. AIR SPACE <br />WI <br />SIMPSON H2.5A OR HI EACH <br />12 TRUSS TO TOP PLATES <br />SEE <br />2x SCRND, VENT <br />PLAN <br />ELK. <br />1 SULA750N R An ON <br />8d GALV. 0 6" O.C. <br />=--- - — (DIAPH. TO TOP PLS.) <br />9f GM OR SAG <br />RESISTAiNT JJ7 G%9 <br />2-24 TOP PLATES <br />GUTTER <br />LAP SPLICES 48" <br />PER TYPICAL FASCIA <br />HEADER PER PLAN. USE 2A' <br />FCANI BOARD W/ 4m HEADER <br />Y20 G.W.B. <br />SIDING PER ELEVATION 0/ <br />R-21 INSUL. <br />TYPE 15 FELT OR <br />WATERPROOF BUILDING PAPER <br />2x6 STUDS @ 16" O.C. <br />2x6 BASE PL. W� 16d 0 16' D.C. <br />TO JST & 2-16A EA STUD <br />-Y47 APA TOG, OSS OR PLY. <br />CD WT. W1 EXT. GLUE. NAIL W1 <br />2x RIM JOIST 11/ 3-16d <br />10-J 0 6" O.C. EDGES & SOLID <br />EACH JOIST <br />BLKG. & 0 10' O.C. IN FIELD <br />8d GALV. 0 6* O.C. <br />(MAPH, TO TOP PLC <br />-- <br />JSTS PER PLAN <br />2-2x4 TOP PLATES <br />LAP SPLICES 48 <br />MDR. PER PLAN <br />SEE FLOOR PLAN FOR <br />FIRE PROTECTION, <br />9f T-1-11 PLYIND OR Jf2o COX <br />PLYAWD SHTG OR 3fa7 O.S.B. <br />NAIL 86 6" O.C. EDGE, 12- <br />2x4 STUDS 0 16" D.C. <br />O.C. FIELD OR PER ENQNEER'S <br />S.W. SCHEDULE. <br />20 BASE PL W/ <br />2x4 PRESS. TRTD. SILL PLATE W/ <br />2-16d EA STUD <br />VO A.B. 0 AS- D.C. OR PER <br />PLAN & BETWEEN 4V & 12" OF <br />4' CONC. SLAB ON SAND <br />SILL ENDS. EMBED 7' MINIMUM. <br />FILL & TAMP AS REQD. <br />Z- <br />INSTALL 30e4" PLATE WASHERS. <br />FINISHED GRADE SLOPED FOR <br />6" MIN. FALL WITHIN 10' OR <br />n M "PRIMM" oll' <br />P, <br />PROMBE SCALE OR DRAIN. <br />M <br />4-i:Z4 <br />TWO STORY SECTIO <br />Wik <br />AHPPLICABLE <br />C 9 T Y U,",— EE V E R E T T <br />man <br />E <br />LLJ <br />CD <br />Ell <br />C-4 0 <br />to <br />cc <br />u') <br />�C4 <br />7&/ <br />