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12 <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/ 13/8" 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 />(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER <br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.11.1, ITEM 4 OF THE FBC 7TH EDITION <br />.(2020)-RESIDENTIAL <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. �IAX. <br />-SHINGLE ROOF SHINGLE ROO <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 />0,C., 2 ROWS <br />1x2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) <br />FOR MORE INFO <br />W <br />16" O.C. 2X S.P.F. STUDS <br />.0 <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 (n <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 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 />1 <br />W <br />LAYER 118" THICK. <br />COMMON @ 6' O/C EDGES AND 12" O.C. FIELD <br />U- <br />0 <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" OIC <br />TO ONE SIDE OFTHE FLOORTRUSS FOR AN AREA S 1000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA��z <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />I <br />ETAL SEAT <br />E <br />P ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W1 1318' <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 />E <br />Cw'14 <br />6x6 W1.4xW1A <br />WWF OR FIBEF <br />ITT '--STD. 90 *HOOK <br />(SEE DETAIL) <br />(3) # 5 REBAR ON 3" CHAIR <br />W/T MIN. CLEARANCE 4-1 V-8" <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" S6 <br />STD. 90 1-10OK (SEE DETAIL) <br />8"W'X`16" 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 />0 4"x4" INSPECTION PORT AT <br />1 = <br />cr CL EACH FILL CELI. TYPICAL <br />LU U) <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO <br />ST­ <br />2nd FLOO <br />BEAM/GIR <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 />_.T_Akm1 owsl6i AM 11 mi 1 <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL' N\ <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" <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 />rEND SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE W/ <br />O.C. <br />)OR TRUSSMOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY, <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. <br />E <br />S6 <br />1x WD FURRING @ 24" O.C. Q_ CL /—AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE <br />TO CUT BLOCK OR POUR SECTION J/S6 <br />BASEBOARD <br />0 ::, <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING — ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY TO BOTTOM PLATE/CHORD W/ 8d <br />411to 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />`A <br />SH GRADE ;0 <br />AA /FINI FLOOR TRUSS SEE FRAMING PLAN <br />FL OOR TRUSS <br />so <br />4 <br />:A <br />SEE FRAMING WEEP SCREED <br />4 PLAN INSTALLED PER MANUF. <br />H 9 <br />2"x4" CROSS BRACE @ 4811 SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />END WALL W1 (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTIO N / �R <br />-01, <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1 <br />1\ �6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLAT[ <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS' <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" 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 />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) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B_ <br />SCALE: 3/4"=V-0" S6 <br />B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRU S S) ('0 <br />SCALE: 1 1/2"=V-0" <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />S ECTION 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.:g 81-6 (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 />A<U;14> 1. <br />4.. <br />0 <br />1=�­LL t(C3 <br />P <br />�'-�iT M1117M 'F7111�Fl #5 <br />— CONT. ON 3" <br />8" HAIR W/ 3" MIN. <br />E <br />e_00,� <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />U' <br />= <br />B <br />16/32" OSB <br />EXPOSURE1 <br />SHEATHING <br />F <br />T <br />_x <br />PROVIDE <br />_x <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />Lu NOT FULL <br />_j <br />HEIGHT SHEET - <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />z — 15/32" OSB <br />I <br />EXPOSURE 1 <br />F <br />SHEATHING Lu <br />Lu <br />SOLID 2x <br />c <br />BLOCKING @ ALL <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X) <br />c <br />uj <br />_x <br />E <br />STUDS Lu <br />,-lx <br />BEYOND. <br />Z <br />SEE PLAN <br />:; <br />0 <br />\-2x4 P.T, BASE <br />�A PLATE BEYOND <br />2x RIBBON OR VERTICAL HORIZONTAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I r:I P:X/ATIOKI r)[Ar-PARA <br />3/8" "S" = NAIL <br />SPACING <br />314"l <br />S /2', <br />SINGLE NAIL EDGE SPACING DOUBLE <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FL TCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ W O.C. <br />STAGGERED FOR SHEATHING <br />S <br />SECTION X-X <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 />1-112" <br />S <br />S <br />EDGE SPACING <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />A INI UM <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES* AN END <br />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />uj <br />PENETRATE SURFACE MORE THANVe". <br />NAIL AT BASE 2 ROWS @ 4" D.C. wl 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/ 8d COMMON NAIL <br />LL <br />NAIL OPENING PERIMETER wi (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" D.C. wl 8d COMMON NAIL, <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. <br />w/ 8d COMMON NAIL <br />w <br />u, u- cc cOr <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />r- <br />ix, 0 c, <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 ' ' <br />cn �_ 2 U <br />z (n U_ <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />LU 0 0 <br />MEMBER IF GABLE END <br />u- <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENET"RATE <br />SURFACE MORE THAN 1 /8". <br />rc WALL SHEATHING INSTALL. <br />�, �6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />INTERIOR HEADER: <br />(1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />* EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />9 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 />FLOOR TRUSS <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXT RIOR <br />FRAME WALL HEADER DETAIL <br />BOX HEADER <br />ONLY <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 WlAxWl.4 <br />WWF OR FIBERMESH <br />2 <br />4. w <br />4 <br />A <br />H <br />4 <br />4 <br />V14' <br />;Fri, <br />(3) # 5 REBAR ON 3" CHAIR 4" 11-81' <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 />— <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 />(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 />APPL� . 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) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />0? <br />9 K <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />v <br />S6 <br />q-,,tuak ReVIevi Iproyed <br />opleted 3nu '1V <br />aw cov <br />Plans Revip tte 2020 VgC 7th Ed" <br />wiptiance With q <br />lot 01 hone w1ahr POO <br />ce) <br />CD <br />Q <br />00 <br />01 <br />00 <br />LO <br />Z <br />Lu <br />0 <br />0 <br />ui <br />In <br />z <br />< <br />(1) L0 <br />> 09 0 <br />0 u <br />co <br />9� t ,, <br />C3 <br />V) 0, <br />c: MINE 5 0 <br />0 <br />u <br />c C3 <br />U Lu <br />r-O E <br />0 a <br />C, -a <br />Lu LLj <br />(D W <br />Ld w 0 <br />LU " W Lu 2 0 <br />UJ �0-:,c � 0: 9 z X z <br />< 0 0 <br />w=)m_ju)03:cz(0u.Q0,� _j <br />0 <br />< F- <br />Z) <br />0 �K z Q� 0 z 2 0 <br />Ou)� Qi0x00'czH <br />LU w can� z< :) <br />V5 V5 <br />a 0 0 <br />U) 0 z <br />(L > uj uj �w_ ux <br />- 0 <br />_J�6_02�gz6zowuca- <br />I- < w U) ML02520 <br />LL <br />I- <br />0 1- <br />0 X :3 < <br />LL < 0 u- <br />C) <br />c:) <br />CS4 <br />z UJ <br />Lf) r*-,. <br />> cl <br />ce) c:) <br />V) ui <br />_j <br />LL_ <br />z <br />Lu Ln <br />pj <br />..I <br />< b < 00 <br />z <br />z <br />wuj <br />c:) <br />C14 <br />04 <br />C14 <br />0 <br />C%4 <br />0 <br />04 <br />10 <br />04 <br />1 <br />I <br />0 <br />c; <br />c� <br />i'c� <br />00 <br />M <br />CD <br />6 <br />T-- <br />CD <br />00 <br />i <br />00 <br />0 <br />04 <br />0 <br />C14 <br />C14 <br />04 <br />C) <br />c� <br />c� <br />c� <br />04 <br />I <br />c� <br />c� <br />C111 <br />C) <br />c� <br />0) <br />9 <br />C) <br />00 <br />9 <br />C-4 <br />Cy) <br />9 <br />(0 <br />'It <br />0 <br />, <br />0 <br />0 <br />0 <br />0 <br />C14 <br />0 <br />0 <br />N U-) <br />> <br />0 <br />C14 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Uw) .qT <br />CO (n <br />Z Z <br />z 2 <br />w <br />Lu U) <br />5; <br />C) <br />0 <br />0 <br />0 <br />0 <br />of W <br />a. m rr <br />L4 <br />z <br />z <br />W <br />Lu <br />CO 0 77 <br />0 <br />0 t Lu <br />z <br />w 0 <br />Z <br />�, Z U-1 <br />00 <br />0 <br />0 <br />< I- <br />:5 m z <br />0- >- LL, <br />U) <br />T__4 <br />U) Z <br />< Z <br />0 <br />0 0 <br />ryz <br />— <br />00 <br />z <br />z <br />z <br />Lu <br />_J <br />C14 <br />LAST PLOT DATE <br />>c) <br />May. 8, 23 <br />STRU0,TURAL <br />Z '0 <br />_J <br />DETAILS -MONO <br />