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11 1 11 1 Hill I I I I <br />- - -if , I , I- I I I I I <br />v, <br />3 <br />H3 <br />C_ <br />I-- <br />T3 <br />V) <br />.Q <br />C:I <br />-9 <br />�2 <br />04 <br />Cr <br />V) <br />0 <br />C) <br />E <br />E <br />0 <br />17 <br />E2 <br />0 <br />C14 <br />15 <br />(3- <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/ 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" O.C. 2X S.P.F. STUDS - <br />2x BOT. PLATE W/ (2) 1 Od @ 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 <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALLoo-1 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU* <br />I <br />AREAS. <br />FLOOR SYSTEM <br />LAN <br />\,PER P <br />< <br />1/2" HIGH STRENGTH OR 5/8' GYP WEI (OR 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 WEI <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BO <br />TTOM OF <br />BAND JOIST TYPICAL <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE <br />PRE ENGINEERED WOO <br />HURRICANE ANCHOR @ <br />SHINGLE ROOF, SHIN <br />ACCORDANCE W/ AST <br />H, or ASTM D3161 -CLA <br />ACCORDANCE w/ TAB <br />FLORIDA BUILDING C <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTE <br />ALUMINUM DRIP E <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT S <br />ATTACHED WALL SHEATHIN <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />LU PLYWOOD SHEATHING <br />_j <br />Cn NAILED PER NAILING SCHE <br />FOR MORE INFO <br />20 LIj <br />-I- : 5 <br />7/8" CEMENTITIOUS FINISH <br />APPLY 3 LAYERS W/ TOTAL <br />METAL LATH. FIRST 2 LAYER <br />LAYER 1/8" THICK. <br />LU <br />:D UJ <br />U_ =: <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />�R <br />qAS 6 <br />If <br />ETAL SEAT <br />PAPER FOR <br />OR FELT <br />MOISTURE <br />(E <br />T) <br />R F <br />BARRIER <br />A <br />STD. 90 HOOK (SEE DETAIL) <br />R905.1.1 <br />D TRUSS @ 24" O.C. MAX. <br />EACH TRUSS <br />GLES TO BE IN <br />M D7158-CLASS G or <br />SS F, IN <br />LE R905.2.6.1, <br />ODE 7TH EDITION <br />NERS <br />DGE <br />HEET SS <br />G TO <br />DULE SEE DETAIL C/S6 <br />PER ASTM C. 926 <br />THICKNESS 7/8" OVER <br />S 3/8" THICK EACH. 3RD <br />8"x8"X16" CONIC. 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 />LU <br />0 4"x4" INSPECTION PORT AT <br />zi <br />a- EACH FILL CELL TYPICAL <br />LU (n <br />1x WD FURRING @ 24" O.C. <br />CL <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />LO <br />C14 <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 />411to 6" BELOW GRADE <br />-4 <br />'4 4 <br />/FINISH GRADE <br />C14 'A <br />;= - — I - I I �1� '. \ . . A4 <br />F­qi�L— s. . F. 1 <br />A, <br />6x6 W1,4XW1.. <br />4' <br />WWF OR FIBE M <br />4 <br />fV­ <br />:LL <br />\-STD. 90*H <br />OOK <br />'HAIR (SEE DETAIL) <br />(3) # 5 REBAR ON 3 C 4" 11-81, <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 SCALE: 3/4"= 1 1-01, <br />S6 <br />00 <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 />NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------ e / <br />BAND <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st 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) 10d @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARDIBAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SIC <br />ALE: N.T.S. 1\ �6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING -� <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />- <br />FLOOR TRUSS <br />00 <br />- I <br />I r <br />ING <br />SEEFRAM --WEEP SCREED <br />99 <br />PLAN INSTALLED PER MANUF, <br />\\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />E N D WALL W/ (2)1 Odx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT <br />11 11 11 <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 21D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �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 TRUSIC <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />-1 6d <br />2X4 RIBBONS, EACH W/ 4 <br />NAILS INTO EA. FLOOR TRUSS <br />LU <br />W <br />WEEP SCREED <br />(n <br />INSTALLED PER. MANUF. <br />0 <br />W <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" 1 <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION <br />B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" `l`i,,�S6 <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-0" "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 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.0 TYPICAL TENSION 2600#.) <br />2X P.T. PLAT .4 x W1.4 WWF OR FIBERMESH <br />E r6x6W1 <br />7* 7 7 7 — — — <br />z - A" A <br />�-A 'd A <br />'A <br />_11 I [Urrpm-litm.11 71::'�'JM#5 CONT. ON 3" <br />11. 8, CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION K"�S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION <br />15/32"OSB <br />EXPOSURE1 <br />SHEATHING <br />x <br />PROVIDE <br />- I <br />BLOCKING AS <br />D <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET- <br />11 11 <br />—ji IL <br />FLOOR SYSTI M <br />(2)- 2x TOP PLATE <br />BEYOND <br />=-15/32"OSB <br />T_ T _T <br />EXPOSUREI <br />SHEATHING Lu <br />Lu <br />-S( )LID 2x <br />C <br />I <br />BLOCKING @ ALL Zi <br />nc <br />SHEATHING 0 <br />In <br />EDGES(SEE <br />OPENING <br />I I C --- �k _j <br />I SECTION X-X) <br />Lu <br />Fx <br />t <br />a: 0 <br />a: u <br />11F <br />IIrx <br />E <br />2x STUDS LLUU <br />11 <br />Ffl ir-1 <br />11 1 <br />1 11 1 <br />1�),__BEYOND. <br />X <br />(0 <br />SEE PLAN 0 <br />=i <br />0 <br />11 <br />Lil Ll <br />111 11 11 11 <br />U) <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 V <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />LU <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Yg". <br />cn <br />NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL <br />u- �- <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4"O.C. w/ 8d COMMON NAIL. <br />0 F- <br />@ NAIL INTERIOR AT i D.C. wl 8d COMMON NAIL. <br />U) <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />a -:D1 uj <br />LU U. 1- 0 X <br />I <br />@ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />_j <br />, ).- < r 0 a <br />wl 8d COMMON NAILS @ 4 " O.C. (2) ROWS @ TOP & BOTT. <br />x P 0 0 U) <br />0 If a' LL C:r' <br />to , <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />0 LL I.- <br />Z U) uj 2 <br />LU, 0 <br />MEMBER IF GABLE END <br />= I, <br />0 <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 2 1/2 <br />\-2;4 P.T. BASE <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />2x RIBBON OR VERTICAL \-&JHORIZONTAL PLATE BEYOND SURFACE MORE THAN 118". <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />3/8" "S" - NAIL <br />SPACING <br />3/4' 1/2" <br />S <br />S <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 />IERMAL BLOCKNG <br />SECTION X-X <br />2x CRIPPLES @ <br />16" 0. 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 />"16 ?/0' <br />C� 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 />O/C FOR <br />STAGGERED @ 12 <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />4A <br />\-0 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) 1 Od x 1 1/2" EACH SIDE <br />SEE PLAN FOR REQUIRED-_ <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />L HEADER DETAIL <br />WAL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302. <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 W1 6x6 W1.4XW1.4 <br />WWF OR FIBERMESH <br />_21 <br />A <br />4' <br />4 <br />A A <br />IU <br />4 <br />A <br />M <br />S6 <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 />EAEND <br />EAEND <br />EAEND <br />EA END <br />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" OIC <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 />0? <br />9 <br />(3) # 5 REBAR ON 3" CHAIR 4" 11-81. <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING v <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" r <br />ADDITIONAL INFORMATION. S6 <br />= = C17 <br />to 1_.' C4 <br />>< <br />= L <br />Cc <br />In CIA -cr <br />C" <br />"j, �x' <br />E <br />C= <br />-'-H <br />7�_ _M <br />E <br />AIE <br />< <br />ON c;i <br />Uj <br />';� <br />F L <br />0 <br />F <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W 8 E <br />C, CM <br />C) r- (o Go <br />(0 0 <br />0 0:1 1.0- rZ <br />0 C14 1 <br />d co 41 it- <br />u, <br />U., <br />Z M C <br />02 G 0 <br />W :3 M r- <br />0 2 Y' 00 <br />co <br />W co 0 <br />z In CO Z < r <br />LL <br />a N < 0 <br />b <br />z <br />(D <br />;�'_ <br />N"qft <br />Ul) 0 <br />Q) - <br />4--J <br />0- <br />0 9 <br />V) <br />4i <br />LLJ <br />E <br />8 <br />U <br />= <br />��11 <C 0 <br />co <br />z <br />< <br />U_ <br />0 <br />E <br />z <br />90 <br />a � <br />CIO <br />�0 <br />W <br />00 <br />0 <br />z <br />CD E <br />cli <br />t <br />18 <br />Xz <br />'5 C <br />r C <br />z <br />< <br />0. <br />.. <br />.9 <br />'102, <br />I 0 <br />0 <br />- <br />'z <br />z <br />- 0 <br />Cn <br />< <br />1z <br />�O <br />3: <br />z <br />< <br />CD <br />0 <br />(D <br />to <br />0 <br />> L0 <br />C <br />Nt <br />ca <br />L_ <br />(0 <br />Ir- <br />M <br />:3 C:) 3: <br />(7 CU <br />0 <br />0 <br />4_j <br />L0 <br />4_j <br />0 <br />.0 04 <br />0 <br />0 <br />(0 <br />0) <br />.0 <br />M 04 <br />U-) <br />Ez <br />T Cn <br />4 N <br />0 <br />W <br />z <br />(n <br />E <br />M <br />E <br />0 <br />_j < a <br />JOB <br />NO 22-12360 <br />SCALE AS NOTED. <br />SHEET NO. <br />S <br />(MONO) <br />