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(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 />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <br />15/32" COX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />ALUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />ix2 NAILER <br />~ <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />w <br />o <br />16" O.C. 2X S.P.F. STUDS <br />= <br />W/ (4)16d TOENAILS TO TOP PLATE <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />UJ <br />� w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL <br />= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />0 OR FELT <br />PAPER FOR <br />MOISI URE <br />BARRIER <br />a,a <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ 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 />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />E d <br />N <br />I I I— I I —III III III ° a <br />ll I I— I�I I I —I I f—I I I I <br />6x6 W1.4xW1.4 _III=III—III—III III n 4 <br />WWF OR FIBERMESH <br />� I I —III —III I I a. <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />0 <br />U <br />4'W" INSPECTION PORT AT <br />CL <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />=1NISH GRADE 00 <br />I Ilit <br />LIE I I„I I 111 TO. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE V-8" 4" " <br />TYP 2—STORY WALL SECTION ri <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <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 <br />2nd FLOOR WALL_ <br />BAND JOIST U\ <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <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 <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />17 CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS1 117FLOOR TRUSS SEE FRAMING PLAN <br />co SEE FRAMING <br />C) z T PLAN .. ' ' WEEP SCREED <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48° SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-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 TRUSS <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 />LL <br />: <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" ��S6 <br />FOR ADDITIONAL INFORMATION. <br />B.U.C. <br />PROVIDE CONTINUOUS (8)10d NAILS TO <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />TO MASONRY BELOW <br />(6) 1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SYSTEM <br />_y SIMPSON MSTAM36 <br />MASONRY WALL <br />LL <br />SCALE: N.T.S. S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1 /2"=V-0" "6,) <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 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA, x 10" "J" BOLT W/ 8" <br />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 <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />CD <br />° <br />•d <br />. �. • d°° <br />I , 4 I° I I II II IT1 <br />—I I III—1 <br />- <br />I <br />I I- <br />JI <br />- <br />1t l 111I 1l <br />ON lI 111 i 1 i <br />8++ CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15132" OSB <br />Ax <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />f <br />a SECTION X-X IF <br />wj NOT FULL <br />HEIGHT SHEET - <br />in Z <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING W <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />av <br />C <br />x <br />�w <br />fL <br />x <br />E <br />w <br />2x STUDS <br />BEYOND. 0, <br />SEE PLAN o <br />cn <br />1_1-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM MAI I rl r\/ATIl1A1 r%]Ar%MA\A <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3r4" S 112„ <br />1/2" <br />S` 1 /2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />r'l'Li <br />SFF �Nw <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 />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN j8". <br />2 <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w18d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />_ <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />D@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />w O _ <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />} ¢ O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />tr 00u� <br />Z 0 'to'D � <br />@ (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL <br />— cl w O <br />MEMBER IF GABLE END <br />c a <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />4' <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) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />OpXrF,4, FLOOR TRUSS / <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <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 W 1.4xW1 A <br />`r WWF OR FIBERMESH <br />+ <br />,C . • °. •d ° .. e <br />d' ° <br />M -III—III—III—I I ` . °. ° ° • . <br />-III—� I I —III <br />IIIIIIIIIIIIIIIII 94. <br />a• ° <br />I II -III <br />(3) # 5 REBAR ON Y CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <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 />9'-16' <br />(3) <br />(3) <br />1 (2) <br />(3) <br />(2) LSTA30 <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) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />II, FINISH GRADE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />=1' <br />CD <br />N <br />O <br />N <br />v <br />N <br />-.. <br />LO <br />. Y <br />_ <br />� <br />co <br />u <br />f•r C <br />4 i <br />�' <br />Q <br />w <br />Q <br />A' h E <br />> 0 - 0 <br />Ch Cq <br />4-- r2 .� M <br />LN V 7) M <br />A, >✓ t M <br />r/ � O 2 <br />_0 <br />3`_J/ LL 8 m <br />2 'O <br />•N w O <br />ECN <br />rn <br />o <br />I-_ a -O <br />(DW-jjo�V0L-j0 <br />0 LU Vj w O I' <br />w z 0 <br />zW j- Q¢¢'y <br />m <br />QLLI (� <br />jOx- <br />0Z20-imX90ooa o <br />Z <br />0z <br />CQJ00 <br />ZJ <br />�~¢Ix <br />�m <br />zoZ <br />QQYz OaCD <br />WQ--Ww6mQ <br />LL. <br />¢aw w <br />oQ 0 0��g <br />¢ <br />0 <br />O <br />N <br />0W <br />UO =j <br />11`*�% <br />i> <br />-I <br />0 <br />Q (� <br />CD CD <br />M <br />M L^f) <br />((n <br />LL_ N <br />LLJ <br />Q� d <br />Ln <br />' -I <br />Z <br />Z <br />w <br />� <br />C) <br />�O <br />N <br />— <br />a <br />­ <br />— <br />N 04 <br />N <br />0 <br />04 <br />04 <br />O <br />N <br />O <br />N <br />C)O <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />& <br />N <br />A <br />O <br />1 <br />O <br />1 <br />O <br />1 <br />CO <br />OI <br />N <br />A <br />1 <br />N <br />4 <br />0 <br />� <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />CD <br />0 <br />0 <br />0 <br />1 <br />C0 <br />i <br />0 <br />N <br />0 <br />M <br />0 <br />41 <br />CD <br />Ln <br />0 <br />6 <br />0 <br />r-� <br />♦ <br />.> <br />�/ <br />Z Z <br />owin <br />�J <br />WU�> <br />W <br />Q <br />Uo�o <br />~IXW� <br />Z <br />Z�I-� <br />T <br />y <br />�m0Z <br />Z 3 W <br />Q <br />ZX <br />1--� <br />Z Z LL <br />Lu IMF <br />Ogmz <br />Q w <br />U�Zz <br />z T+.� <br />= Q 0 <br />~ <br />• <br />Z <br />U <br />g <br />a <br />OV <br />o <br />m <br />� <br />a <br />z <br />S6 <br />Z <br />z <br />J <br />w <br />N <br />o <br />� <br />N <br />LAST PLOT DATE <br />Apr. 27, 21 <br />STRUCTURAL <br />• <br />Z 0 <br />J <br />DETAILS —MONO <br />