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12 <br />I <br />INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />,(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />-SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />~ PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w <br />ow <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RE <br />W LAYER 1/8" THICK. <br />'- = INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t <br />B R <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE ')C @ GARAGE ONLY) W/ 1 3/8' <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN —� <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />v <br />N <br />M <br />6x6 W1.4xW1.4 <br />WWF OR FIBEF <br />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAT <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />4 <br />a:• <br />METAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />.8"x8"X16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />W a- EACH FILL CELL TYPICAL <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />GRADE 00 <br />00 <br />C? z <br />'T � <br />\—STD. 90-HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4^ - (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 _NAILS TO <br />NOTE: EXTEND SHEATHING TO <br />BOTTOM OF BEAM OR GIRDER <br />2"x BOT. PLATE W/ <br />(2) -10d @ 6" O.C. <br />FLOOR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION rA <br />SEE J/S 6 FOR ADDITIONAL INFORMATION. ; CALE: N.T.S. S6 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD A / <br />2nd FLOOR WALL <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />BAND JOIST <br />NOTES:' USE <br />*SIMPSON LTP4 w/ LTP4 & EXTEND <br />(12) 8d x1 1/2" NAILS SHEATHING TO <br />@ 24" O.C. BOTTOM OF RIM <br />BOARD/BAND <br />1St FLOOR WALL JOIST FOR <br />SHEAR WALL <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION rE <br />@ WOOD 1ST FLR. SCAL :: N.T.S. S6 <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPAC :R <br />BLOC :S <br />CORNER <br />TYPICAL 'IT" AND CO 3NER <br />DETAILS rN <br />SCALE: t .T.S. S6 <br />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING - <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />2"x4" CROSS BR @ ACE 48 " <br />O/C FOR THE 1 ST 2'-O" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />2NE FLOOR FRAMING - SEE <br />SE( TION J/S6 <br />ATI ACHED WALL SHEATHING <br />TO 30TTOM PLATE/CHORD W/ 8d <br />@ 4 ' 0/C, 2 ROWS STAGGERED <br />FL( OR TRUSS SEE FRAMING PLAN <br />WE :P SCREED <br />INSALLED PER MANUF. <br />SIN'SON HETA20 W/ (8)10dx1 1/2" <br />NAI _S @ 24" O.C. INTO TRUSS <br />BL( CKING & MIN. 4" EMBEDMENT <br />IN F D BLOCK <br />2ND FLOOR FRAME CONNECTIONrR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"= '-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1" <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER, MANUF. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL (FLOOR TRUSS) o <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 V-6". <br />(2) ROWS OF 2x BLOCKING @ <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />3rd PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE "X <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />a: <br />" G <br />� <br />4 <br />I� .e e a ` 111 <br />i 11 11lil= '� < ' ' I rl 1=11 1 l l- <br />III,; Ijlllil�lllilllllilllllillllli� #5 CONT. ON 311 <br />C AIRW/3"MN. <br />CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />16/3r OSB II 11 <br />EXPOSUREII II I <br />SHEATHING II II <br />II II <br />II D it <br />PROVIDE II II <br />BLOCKING AS I II <br />REQUIRED PER <br />SECTION X-X IF II — <br />NOT FULL II <br />HEIGHT SHEET C II II <br />II II <br />II II <br />II II <br />II II <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />-n;;: r-r —r;.I <br />15/32'OSB <br />EXPOSURE 1II <br />F <br />I <br />I II II II I <br />SHEATHING w <br />III <br />II II II I <br />cn <br />III <br />SOLID 2x <br />III <br />III <br />C <br />III I I II I I I <br />III I I II II I <br />BLOCKING @ ALL o <br />C <br />SHEATHING <br />III <br />III II II I <br />EDGES(SEE <br />III <br />OPENING <br />III II II I <br />SECTION X- <br />- - <br />- - <br />III <br />III <br />III II <br />I II <br />a U <br />III <br />C <br />III II x <br />II <br />It <br />III x E <br />III <br />III <br />III <br />III II II II I <br />I I I I II I <br />W <br />2x STUDS w <br />Tl �r <br />IIII <br />II II IIII <br />III <br />II II II <br />BEYOND. cn <br />I I I <br />I I I II IIII <br />I I II i I <br />SEE PLAN o <br />IIII <br />I I II IIII <br />II II ii I <br />0 <br />IIII <br />I I II IIII <br />II II II I <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. 0 I <br />------------------------- -------------------------------- <br />' 4 FT. <br />OI O I <br />2 / i <br />i <br />I Oi 1 , <br />L---------------------------------------------- % <br />5 FT � 4 FT. O ' <br />5 FT.: 4 FT. O <br />------------------------------------------ <br />01 O 1 0 0 1 2 <br />I 4 FT. <br />----- ------------------ <br />4 FT. O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />SFF 4,0;;, <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />OA�FRiOR <br />G <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />a <br />N <br />ZONE 2: 8d RING SHANK NAILS @ 6- O.C. ON EDGE AND 6' O.0 IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS @ 4.O.C. ON EDGE AND 4' O.0 IN FIELD <br />0 <br />Z <br />(NOTE: IF 5/8' PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO Q <br />SHANK NAILS) <br />= <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD <br />O <br />Lu <br />(TILE) OR 7/16" OSB MIN (SHINGLES) SPAN RATED 24116 <br />w LL� Or <br />y O rn <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />Q �H000) <br />O (o m ­1 O <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z W g LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />— crw�0 <br />U- LL <br />A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8' <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />I S 3/4" I S 1/2" <br />I � 1/2" <br />O Sjj 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />© NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />@ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4' O.C. <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8'. <br />30 <br />C WALL SHEATHING INSTALL. <br />�S6 &NAILING SCHED. <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE W/ SIMPSON <br />LS30 w/ (6)1Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED- - <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME rM <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />n a <br />Q A <br />a. <br />A <br />- <br />III —III —III I I e .. <br />9 <br />1IIIIIIIIIIIIIIII <br />'II.;IIII `— <br />I III -1 <br />(3) # 5 REBAR ON 3" CHAIR 4^ 11_8• <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />__yl TURNED VERTICAL W/ 7/16' <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />2) 8d NAILS @ 3- O.C. <br />STAGGERED <br />SECTION X-X <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(2) 1_07A30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8' STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />FINISH GRADE 00 <br />W <br />w <br />0 ZQ <br />J = <br />Qco <br />_ i <br />N <br />Ww <br />0 W t V <br />;^ `v <br />v <br />p <br />W Z <br />N <br />• ` <br />I_• <br />=uj <br />mZQ <br />O <br />K + r <br />Ts <br />L.1 <br />^ <br />HB_jZ <br />FF-- p Q <br />i, `; <br />1 \ <br />v2;, <br />[L 00 tZ' <br />fA gin`` " ' <br />d4k. <br />0 of <br />�_� <br />C, <br />UZLJio <br />W _O <br />pQ <br />Op <br />Lu <br />Lu <br />uj <br />p Lu <br />F- F- <br />Q <br />Lo <br />m MC <br />Ln <br />V Ci <br />� Co d M <br />`o u 8 <br />rnrn <br />V/ <br />_ <br />g a <br />r., Q <br />s U <br />•N <br />a <br />U LLJ Qs� a <br />M Ern <br />7W000 <br />L00 <br />a <br />LU <br />ow V) wow <br />w�¢ w�_j xgYZrf Z <br />Q V <br />Q F- <br />I- <br />nm o(n oa M <br />jaXJcZLLLL <br />OcOwgOzomooca00 <br />(n 0 Z <br />��a.a-8FnwwwvLL�¢ <br />�¢�< Uj wLL.gwp�U�¢ <br />oo¢ o O oQzga¢ <br />¢U- <br />IE <br />a <br />O <br />04 <br />Z LU <br />0 t- <br />> (n O <br />z <br />0 M O <br />J � <br />qq' <br />LL <br />Q W <ILo <br />w a. M <br /><U<� <br />Z <br />Wco <br />W <br />-� <br />O <br />N <br />co <br />°° <br />O <br />O <br />4 <br />O <br />O <br />O <br />o <br />N <br />`m <br />i <br />.- <br />O <br />e- <br />N <br />`W <br />' �/ <br />Z <br />Z <br />w0 <br />(A <br />W <br />O <br />0 <br />�0 <br />CL <br />lu <br />00' <br />V <br />W F <br />=m0Z <br />OF=w <br />Z J <br />�M <br />Zw�Zz <br />O-1Mz <br />r <br />CD <br />W <br />• <br />a ,--� <br />Z <br />In Z Z <br />0 <br />Z <br />U <br />oV <br />IL� <br />m <br />z <br />Z <br />Z <br />J <br />0 <br />WN <br />o <br />r <br />LAST PLOT DATE <br />• <br />Apr. 3, 18 <br />O <br />STRUCTURAL <br />— _I <br />i DETAILS —MONO <br />