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3 <br />-a <br />v <br />v <br />>s <br />N <br />0 <br />a <br />L0 <br />O <br />0 <br />cV <br />I <br />0 <br />0 <br />N <br />J <br />0 <br />0 <br />I <br />00 <br />La <br />0 <br />0 <br />I <br />Ih <br />FS- <br />v <br />0 <br />cNly <br />N <br />N <br />J <br />0 <br />to <br />r` <br />ca <br />I") <br />0 <br />I <br />i <br />v <br />o- <br />O <br />rn <br />c <br />0` <br />IM <br />N <br />i <br />v <br />E <br />0 <br />co <br />O <br />E <br />O <br />S <br />`v <br />c <br />c <br />J <br />0 <br />0 <br />U <br />9 <br />a) <br />r <br />N <br />C) <br />C.4 <br />�h <br />45 <br />0 <br />v <br />0 <br />O <br />a <br />0 <br />co <br />ci <br />0 <br />0 <br />w <br />0 <br />Q <br />m <br />a <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 />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 - 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" O.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/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN = 0 <br />a;4 <br />1/2" HIGH STRENGTH OR 518" 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 />I <br />c <br />E <br />N <br />M T-� <br />6x6 W1AXW1.4� <br />WWF OR FIBERM <br />UNDERLAYMENT <br />_/fFOR <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 />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <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 />~ <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />Cn <br />FOR MORE INFO <br />w <br />g <br />z <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />� <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />Jw <br />LAYER 1/8" THICK. <br />�w <br />—INSULATION <br />PER <br />CHART ON FLOOR PLAN <br />B R <br />-� <br />S6 S6 <br />ETALSEAT <br />OR FELT <br />] <br />PAPER FOR <br />_ V <br />MOISTURE <br />JBARRIER <br />STD. 90 NOOK (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 />co <br />g) v 4N4"INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />w � <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />. °"• a <br />'-a a d a FINISH GRADE <br />00 <br />—�T1-1T1*TIT I I <br />=1TI=1TI=1�=1 1 4 I I 1=1TI-1 11=1 11= <br />a <br />111=f f1=1T <br />'H fl 1—I I-1 IT—(TI I a 1�—TITI�—I_TI= <br />11 I�I 1I- <br />d <br />A <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4'40 6" BELOW GRADE <br />iI I „I —STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03,16.21 <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 <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 />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1— " — <br />2"x BOT. PLAT[ <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS11 <br />FLOOR CONNECTION <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 />SCALE: N.T.S. S6 I @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />@ WOOD 1ST 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 />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 />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />E <br />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 TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°O <br />RIBBONS <br />DETAIL (FLOOR TRUSS)('­O� <br />SCALE: 1 1/2"=V-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 />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <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 />d <br />4 de_='" <br />III;,II�Ir�IllllilllV, =1�1llllll�lll , (3) #5 CONT. ON 3" <br />8" fl 1'_8" 11 8' CHAIR W/ 3" MIN. <br />FCLEARANCE <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 />15/32"OSB 71 I� <br />EXPOSURE 1 I x II <br />SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />❑ SECTION X-X IF <br />I II <br />NOT FULL <br />N_i <br />HEIGHT SHEET <br />C I II <br />❑ <br />o <br />Z <br />II <br />III <br />JI _ IL <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />SB <br />� T II II <br />EXPOSUREI I_ <br />EXPO UR <br />F <br />SHEATHING w <br />IIII II <br />SOLID 2x n <br />IIIQ <br />III II II I I I <br />BLOCKINGSHEATHING � ALL <br />o <br />co <br />EDGES (SEE <br />IIIOPENING <br />SECTION X-X <br />Lij <br />a. <br />III <br />Q <br />III x;jLII <br />XW <br />II <br />IIF qFx <br />E <br />_ <br />2x STUDS w <br />III <br />117 <br />III II II I► <br />BEYOND. <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />O <br />N <br />II <br />Ll—LJL <br />1-1—II <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 />"S" = NAIL 3/8" <br />SPACING <br />c 3/4" S 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/ 7/16" <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 />Tom/ <br />sFF 00 <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 />�F1ixR/OR <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 X" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THAN <br />U) <br />z <br />(Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" Q.C. w/ 8d COMMON NAIL <br />z <br />LLz <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />@NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J ❑ <br />w/ 8d COMMON NAIL <br />J <br />o If1- O x <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J } Q O 6 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />H ' m' � <br />0' <br />u- <br />z <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />� 2 <br />N tilw 0 O <br />MEMBER IF GABLE END <br />U " <br />NOTE: <br />C 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 1 1� <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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 />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP, <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <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 />°d . e. <br />a• <br />is <br />M I I( <br />Id. . e a t <br />-I I I- I -I I I 9 a. <br />-1 �_� I I Q <br />(3) # 5 REBAR ON 3" CHAIR 4 1 III V-8I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />m <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 />1 (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" 0/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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />00 <br />a*�s <br />C= <br />c <br />_o <br />a u� <br />c cV <br />m <br />u <br />Ct <br />N CCi �y a- <br />Vi <br />C <br />"'ie <br />CD <br />E <br />s E <br />!v <br />0 <br />CV <br />0 <br />0 <br />aNa%FaBieC���i� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />( W <br />O coU N v <br />N m <br />o" <br />Co <br />O Ql 'Cl LL J <br />•� co N V' <br />' <br />�mv� <br />`' M d a <br />* a; W <br />a <br />m LL LL 3 0 U <br />z <br />Z �'00 <br />10 <br />Ca <br />��$ 0 <br />ro <br />�' 7@ N O m J Q <br />W O 2 r- rn ¢ <br />m <br />W 00 J K z <br />�o crow <br />Z <br />M Z U V H <br />N <br />z <br />OU ❑❑❑ <br />Z <br />W <br />LJ MM co <br />N <br />z co <br />o g <br />z m <br />ems[ a Q <br />n <br />U) <br />M <br />to z <br />v U o <br />M <br />U, <br />O w o <br />I � <br />4� I <br />U a <br />ry U) <br />Q o <br />�� <br />o <br />W <br />1% <br />M <br />J <br />Z ¢ <br />Z <br />Z <br />Q <br />r.,_ <br />E <br />z o <br />- <br />a p <br />E U <br />o, <br />z <br />" <br />oa <br />I`6 to <br />— <br />no <br />o o <br />'.3E <br />�� <br />o <br />°¢ <br />�g <br />wz <br />ok; <br />�Z <br />O C— <br />¢o <br />Y <br />m� <br />Z, <br />m J <br />�o <br /><<z <br />1 <br />c 3 <br />o� <br />0 <br />�z <br />z <br />g <br />n <br />LL <br />az <br />Z <br />o <br />Q� <br />'z <br />=� <br />wF <br />ao <br />v <br />0. <br />o <br />c O <br />O <br />y <br />>� <br />U <br />Co <br />E2 <br />mN�. <br />—'� <br />0 <br />F- <br />T_ <br />L_ <br />C.0 <br />N <br />r <br />�Mn <br />ILLN <br />N <br />r <br />CL <br />C <br />T <br />60 <br />E <br />cn m <br />r <br />N <br />0LO <br />CD <br />(.01 <br />m <br />N <br />LO <br />CU <br />r' 1 <br />r— <br />N <br />E <br />1co <br />O <br />r ,; <br />z <br />z <br />E T a <br />E <br />a <br />0 ¢ o <br />JOB NO : 23-03667-03672 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />