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C14 <br />;�3 <br />,3r <br />C) <br />�i <br />CIO <br />C14 <br />�61' <br />�2 <br />LO <br />9 <br />19 <br />I <br />E <br />E <br />51- <br />6: <br />LZ <br />2 <br />— <br />C14 <br />CD <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />BAFFLE <br />INSULATION— <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 - ATTACH 2x STUDS <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" D.C. 2X S.P.F. STUDS <br />2X BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Gd <br />COMMON @ 6" OIC EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHA <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />;�07 <br />AREAS. <br />'FLOOR SYSTEM <br />\PER PLAN <br />GYP WB (OR <br />1/2" HIGH STRENGTH OR 5/8 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" <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: LA <br />P SHEATHING TO B0170M OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />r, <br />E <br />1111111111114 <br />1011a <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161 -CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6. 1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />FRAMING SHEET FOR <br />SCHEDULE - [RSH1 - ON <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />LU <br />X: 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. 3RD <br />LAYER 1/8" THICK. <br />LU <br />u- LU <br />Uj INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6) <br />ETALSEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 />4"X4" INSPECTION PORT AT <br />Z-� 2 <br />.j <br />a- EACH FILL CELL TYPICAL <br />W U) AT GARAGE CONTRACTOR <br />Lo TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />GRADE <br />\-STD. 90*HOOK <br />CHAIR (SEE DETAIL) <br />(3) # 5 REBAR ON 3 R <br />D <br />W/3" MIN. CLEARANCE 4" 1-4' <br />N <br />TYP 2—STORY WALL SECTIO ri <br />REV. 03.16.21 SCALE: 314"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE JIS-6 FOR ADDITIONAL INFORMATION, <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 11/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------- rT I <br />BAND JOIST <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 11/2" <br />NAILS TO STUD & (8) 10d X 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />XE 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/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />VIT11 <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />'TTO BOTTOM PLATE/CHORD W/ 8d <br />_L�;Q <br />@ 4" O/C, 2 ROWS STAGGERED <br />;0 <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />0? SEE FRAMING <br />---WEEP SCREED <br />.. ;� <br />PLAN <br />INSTALLED PER MANUF. <br />"X4" CROSS BRACE @ 48" <br />2 li, 4811 \\-SIMPSON HETA20 W/ (8) 1 0dX1 1/2" <br />r ') <br />_r��jr <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING& MIN. 4" EMBEDMENT <br />E N D WALL W/ (2)1 Odx3" @ EA. IN KO BLOCK <br />END INTO 2"X4" BLOCKING <br />SEE DETAIL 21D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <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 />ru <br />W <br />0 <br />U) <br />15137OSB <br />EXPOSURE 1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />m SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET- <br />Z <br />(2)- 2x TOP PLATE <br />BEYOND I <br />— — <br />= — 15/32" OSB <br />4.10- <br />EXPOSURE1 <br />t7u <br />— 0-- <br />[IF <br />SHEATHING W <br />— <br />SOLID 2x <br />BLOCKING @ ALL <br />SHEATHING 0 <br />W <br />EDGES(SEE <br />OPENING <br />SECTION X_X) <br />Lu <br />CL 0 <br />rx- W <br />E <br />2x STUDS W <br />= <br />BEYOND. " <br />SEE PLAN <br />0 <br />Cn <br />FLOOR SYST M <br />-:4M N_-­2;4 P.T. BASE <br />—&JHORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETMEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />3/8" "S" = NAIL 3/8" <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/411=11-011 SPACING <br />�6 <br />FOR ADDITIONAL INFORMATION. <br />S 1/2" <br />A,__t 1/2" S <br />zt <br />S 112" <br />4__ 1 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 />TRL <br />B.U.C. <br />(8) 1 Old NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUS <br />ro_�� <br />SCALE: 1 1/2"=V-101" <br />�6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />--1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT 5/8"DIA. x 1 0"J" BOLT W/ 8" <br />— <br />EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />/ (MIN. SHEAR 3500#. MIN. <br />2 x STUDS@ 16" O.C. TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />2X P.T. PLATE <br />�41 F <br />&A <br />A,. <br />'I <br />A <br />ro--f-, �.�18 <br />(3) #5 CONT. ON 3" <br />8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION r'S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />AT ALL PANEL BLOCKING <br />, LOCATIONS SHALL BE MIN 2x4 #2 <br />I <br />S'PF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3' O.C, <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />81, 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 MINIMUM <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />p <br />W <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Yg". <br />< <br />t; <br />(Z) <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />@ <br />NAIL AT TOP PLATE TWO ROWS C 4" O.C. w/ 8d COMMON NAIL <br />LL <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. W/ 8d COMMON NAIL. <br />0 <br />@ <br />NAIL INTERIOR AT 6- D.C. wl 8d COMMON NAILL <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O�C. <br />W/ 8d COMMON NAIL <br />W <br />ED D <br />- U. 0 cr <br />F <br />C <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />_j >_ �: 0 a <br />w/ 8d COMMON NAILS 0 4 " O�C. (2) ROWS C TOP & BOTT. <br />t< ix 0 0 U) <br />; 0 '2' U' (=X' <br />t; <br />@ <br />(2) 8d NAILS CD 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />z <br />- C4 W 0 LL <br />ul 0 <br />MEMBER IF GABLE END <br />LL x <br />E_ U) <br />NOTE: <br />" " <br />r . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 21/2 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8'. <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />�6 <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" OIC FOR <br />2"x`10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <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 11/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />SEE PLAN FOR REQUIRED --"- <br />CONNECTIONS <br />LOAD BEAR I NG/EXTER IOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZONTALP(-� <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302 .11) <br />5/8"DIA. x 10" "J" BOLT W1 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 />z <br />1! WWF OR FIBERMESH <br />- <br />21 <br />.9 <br />A <br />is <br />A. <br />=1 I J= A <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 />(2) <br />(2) <br />(1) LSTA30 <br />_9' <br />(2) <br />(3 <br />(2) <br />(2) <br />(1) LSTA30 <br />9'. 16 <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 />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 />FINISH GRADE <br />co <br />z <br />(3) # 5 REBAR ON W CHAIR 4- 11-811 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING v <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" <br />ADDITIONAL INFORMATION. S6 <br />Q <br />a) -t= <br />cz, <br />ca. I'- cm <br />46 -, C-0 <br />4:0 C14 <br />LL_ a <br />Ca = - <br />-1= C'4 <br />c=, <br />cu Cx W <br />Cj C., <br />.5! ou <br />Ij <br />W Q cz <br />CZ <br />CL 10 <br />— <br />wo <br />N" Wtv <br />F 0 <br />'0 <br />'? C! S 0 <br />�m 10 <br />To the best of the Engineer's knowledge, Informallon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florlds Building Code - <br />Residential <br />7th Editon. Engineer's signature and sea] is only for <br />the structural engineering portions of the drawing pages beading <br />Engineer's <br />signature and seaL <br />W <br />C F. <br />0 <br />.0 <br />M S <br />4. <br />N 0 <br />9"! <br />Z <br />M u_ U. <br />_j �_ Lu <br />0: <br />C,4 G 0 <br />09 2 <br />W <br />z <br />usW <br />0 r <br />z <br />a <br />N < 0 <br />0 0 <br />z <br />W <br />< <br />V) <br />PI <br />z <br />(1) <br />5 <br />4-J <br />LU <br />U <br />in <br />0 <br />C_� <br />Cn <br />< <br />16 <br />0 <br />05 <br />E <br />0 <br />E <br />E <br />20 <br />P0 <br />0 <br />0 <br />0 <br />0 <br />z <br />-S � <br />0 <br />Cn <br />0 <br />9 <br />z <br />I <br />�! <br />0 <br />e. <br />z <br />W <br />8� <br />"' <br />IM <br />1< !k <br />ar 8 <br />< <br />Z1. <br />0 <br />LID <br />LO <br />T <br />ca <br />< <br />co <br />cle) <br />CD <br />0 <br />ca <br />4- <br />LO <br />< <br />4-0 <br />4_j <br />0 <br />(n <br />4 M <br />0) <br />Ito <br />-0 <br />CN <br />FL C) <br />C) <br />0) <br />Cf) <br />LO <br />CY) <br />7 <br />4) <br />E <br />4� <br />r_ <br />0 <br />M <br />z <br />:3 <br />E <br />M <br />CL <br />E <br />0 0 <br />0 <br />'D ra <br />< 0 <br />C <br />4) <br />_j <br />JOB <br />NO <br />23-00518 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />I zz <br />