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_j_ III- 4_­ I A A6'_i._ -i . J, _ jj� J_ A I _ � I J_ _ _ - - I I - - - I I ____ �__IL. . __ I ., __ - - 1- - - i--.- --- - - I � - L.- 11 ­ 1- ­_1 & . L . � N 1'� <br />CP <br />-3r <br />04 <br />7 <br />04 <br />E <br />< <br />co <br />CD <br />I <br />C� <br />C) <br />t2 <br />t2 <br />t2 <br />I <br />l") <br />C14 <br />t:;;;� <br />CN <br />V) <br />C) <br />:2 <br />1 <br />LO <br />:2 <br />to <br />C**4 <br />Cli <br />�R <br />C5 <br />49 <br />C <br />C14 <br />4 <br />0 <br />0- <br />E <br />�2 <br />2 <br />E <br />.2 <br />q <br />LZ <br />re) <br />C14 <br />C=) <br />CN <br />C"I <br />CL <br />C14 <br />CN <br />VINYL SIDING INSTALLED <br />PER MANUF. SPEC'S <br />OSB OR PLYWOOD w/ <br />APPROVED HOUSEWRAP <br />CONTINUOUS STARTER STRIP - SEE <br />INSTALLATION INSTRUCTIONS FOR <br />PROPER INSTALLATION METHODS, HOLD <br />1/2" BELOW TOP OF BLOCK WALL <br />WEEP SCREED UNDER <br />HOUSEWRAP <br />CEMENTIOUS FINISH <br />CONCRETE BLOCK WALL <br />VINYL SIDING TO CONC BLK <br />2 STORY MODELS <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 />SCALE: 3" V-0" <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 <br />F <br />G or H, or ASTM D3161 -CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6. 1, <br />FLORIDA BUILDING CODE 7TH <br />EDITION (2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SHEET FOR SHEATHING AND <br />SCHEDULE - [RSHI - ON FRAMING <br />FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2X SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WEI <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />1X2 NAILER <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />_j <br />NAILED PER NAILING SCHEDULE SEE <br />SHEATHING JOINT <br />DETAIL C/S6 FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W <br />VINYL SIDING INSTALLED <br />PER MANUF. SPEC'S <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />_j <br />=) UJ <br />COMMON @ 6" O/C EDGES AND 12' O.C. FIELD <br />u_ <br />INSULATION PER <br />W <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:5 1000 <br />( B��R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEgi, wo <br />- <br />.ft <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />METAL SEAT <br />LN'ER PLAN 0 <br />PLATE <br />I <br />7 <br />1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" <br />GYP TYPE " X" @ GARAGI <br />vo <br />. <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />STD. 90 TAOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"X8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/11#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />RCHITECTURAL FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />LU <br />0 4"x4" INSPECTION PORT AT <br />_z <br />0. EACH FILL CELL TYPICAL <br />Uj Cn <br />1x WD FURRING @ 24" O.C. CL AT GARAGE CONTRACTOR <br />BASEBOARD UD TO CUT BLOCK OR POUR <br />C14 <br />CURB DUE TO SLOPE <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />------ <br />E -4� . 'd <br />/FINISH GRADE 2 <br />4 00 <br />0? <br />A - <br />'A <br />6X6 W1AXW1.4 A ' 4 - . - 2 <br />'. -.I, A 99 <br />WWF OR FIBERMESH A <br />4 <br />OOK <br />STD. 90*H <br />CHAI <br />(SEE DETAIL) <br />(3) # 5 REBAR ON 3 <br />I c' <br />uaj <br />c' <br />RJMES�: <br />W/3" MIN. CLEARANCE 14" 1 <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 SCALE: 3/4"=1'-0" <br />S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d 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 <br />*SIMPSON LTP4 W/ <br />(12)8dxl 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 />SCALE: N.T.S. <br />@ WOOD 1ST FLR. <br />SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SPACER <br />BLOCKS <br />SHEATHING TO <br />IF BEAM OR GIRDER <br />TE W/ <br />O.C. <br />IOR TRUSSMOIST <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 />"T" CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS <br />SCALE: N.T.S. <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <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 />SEE FRAMING <br />WEEPSCREED <br />4- <br />PLAN INSTALLED PER MANUF. <br />2'x4" CROSS BRACE @ 48" __F -SIMPSON HETA20 W/ (8) 1 0dx1 1/2" <br />I I NAILS @ 24' O.C. INTO TRUSS <br />O/C FOR THE 1 ST 2'-0" OF <br />I I <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 <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />2x STUDS @ 1­ <br />2"x BOT. PLAT[ <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS',1 <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W1 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEPSCREED w <br />INSTALLED PER. MANUF. a <br />0 <br />0 <br />SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 1 <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15132"OSB <br />EXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />j NOT FULL <br />HEIGHT SHEET- <br />I <br />. <br />'ADII <br />__J1 L <br />(e FLOOA SYST <br />I <br />M <br />� <br />(2)- 2x TOP PLATE <br />/-BEYOND <br />TF T _T <br />15/3T OSB <br />EXPOSURE I <br />SHEATHING Lu <br />Lu <br />:r <br />1 09, <br />BLOCKING (CD ALL _j <br />C <br />SHEATHING 0 <br />co <br />EDGES (SEE <br />OPENING <br />IL 11 <br />' ECTION X-X) <br />9: 0 <br />x Lu <br />N <br />III <br />IF IP <br />E - <br />W <br />2xSTUDS Lu <br />11 <br />Ffl <br />1 11 11 1�)FBEYOND. <br />'0 <br />SEE PLAN 0 <br />m <br />0 <br />J11 <br />Ll <br />cn <br />1' I <br />-2.4 P.T. BASE <br />PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />318. "S"= NAIL 3/8" <br />SPACING <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �6 <br />FOR ADDITIONAL INFORMATION. <br />%314 <br />S "1/2" S 1/2" <br />S <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 />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 />ETAIL (F USS) <br />D LOOR TR <br />SCALE: 1 1/2"=V-0" <br />� �6 <br />NOTE: SEE TYPICAL WALL <br />,-- SEE SHEATHING <br />SECTION C/S3 FOR le, <br />ADDITIONAL INFORMATION SPECS ON FLOOR <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 SPI W/ (10) 10d <br />NAILS AT EA. STUD <br />F(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />-A-4- - - --- - - - - - - -- <br />7- <br />'T4 <br />. . . . . . . . . . . . . A'. <br />4 <br />A <br />I 'A <br />CONT. ON 3" <br />L <br />1. 8 Ili =I�F. 8' (3) #5 <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"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <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. MAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3' D.C. <br />,,STAGGERED FOR SHEATHING <br />0X9J11[111Kffi'4 <br />�0/14" 01�bv <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 <br />PANEL EDGES WILL NEED TO BE <br />. <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />(n <br />z <br />NAIL AT BASE 2 ROWS @ 4' D.C. W/ 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4- D.C. w/ 8d COMMON NAIL <br />L � :'r <br />NAIL OPENING PERIMETER vv/ (2) ROWS @ 4- D.C. W/ 8d COMMON NAIL. <br />0 < <br />Lu <br />@ NAIL INTERIOR AT 6' D.C. wl 8d COMMON NAIL. <br />c. x <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. <br />_j a <br />w/ Bd COMMON NAIL <br />0 :', Lu 2 <br />Lu 0 <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />0 a <br />x 0 0 'n <br />wf 8d COMMON NAILS @ 4' D.C. (2) ROWS @ TOP & BOTT. <br />�k' <br />0 -j :) <br />t; u- <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />LL <br />cj LU x 0 <br />MEMBER IF GABLE END <br />!� 7: , <br />- U) <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />?0, <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 />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 />e OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE wl 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 />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZON ALL* <br />T <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302. 11) <br />5/8"DIA. x 10" "J"BOLT W/ 8" <br />S <br />EMBEDMENT @ 24" O.0 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 WIAXW1.4 <br />WWF OR FIBERMESH <br />A'A 4A j <br />_. _­1 <br />-A <br />1-1 <br />I I M I M A <br />4. <br />A A <br />=1 1 4 ' <br />A <br />4 <br />A <br />N <br />A <br />J I A <br />. A <br />-71 <br />(3)# 5 REBAR ON 3" CHIAIR-/ 4" V-8" <br />8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8'. <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />'4' <br />(1) <br />(2) <br />(2) <br />(1) LSTA30 <br />4-9 <br />9 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />__L2) <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) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />00 <br />-8 <br />- <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD IST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0': <br />ADDITIONAL INFORMATION. <br />02 <br />C%j <br />:0 wi <br />C2 <br />C2. <br />CL. <br />cc <br />c= <br />Cl-A <br />In <br />-cc 2! <br />r= <br />-ft <br />TW cc <br />31; <br />Cc <br />5. = <br />. E <br />C <br />C1_ <br />C-4 <br />j%J1111111111'r <br />-zl Cj <br />C-j <br />E <br />No <br />8/0' <br />0 <br />STATE <br />OF <br />To the best of the Engineefs knowledge, information and beI7 <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />W <br />I- <br />4 <br />E 9 <br />8 2Q - <br />c;o; <br />R, C� 6 <br />0 <br />cw�' C G <br />0 <br />-0 <br />o <br />'� Lu <br />N 0 ' <br />14 <br />ai c) �r �j <br />r_ _j (L �d <br />0 0=' <br />.2 cm 0, <br />C� �; co W og <br />= M"- . <br />63 2 0) F, < <br />W <br />tLW <br />z <br />6 _j 0 W <br />Go z <br />z <br />C14 <br />W <br />$ <br />< <br />U) <br />U1 <br />- <br />Q) <br />0 <br />4--J <br />u- <br />4�'_ <br />C5 <br />M FE <br />1 <br />- 2 <br />Lu <br />V) <br />E21- " <br />A <br />E <br />8 <br />C) <br />.9 1 <br />- <br />= <br />z <br />o <br />a5 <br />z <br />< <br />U_ <br />ctf E <br />z <br />9" <br />1 <br />gL 0 <br />E 0 <br />E <br />�c <br />go <br />R <br />o <br />uo <br />o <br />z <br />ccB, <br />to <br />o <br />1< <br />1z <br />m z <br />C <br />C <br />< <br />I '. <br />1, <br />�o o� <br />z <br />z <br />8 <br />z <br />'z <br />8 <br />o <br />_z <br />< <br />jo <br />Ej <br />cl> <br />00 <br />CN <br />12) <br />L_ <br />COC%1) <br />LO <br />T_ <br />Cr <br />60 <br />Cn ca <br />r <br />4-0 <br />0 <br />LO <br />CY) <br />LO <br />--? <br />< C) <br />vt <br />E <br />M <br />0 <br />z <br />z <br />c <br />E <br />E <br />2 <br />'D <br />�6 <br />r_ <br />0 0 <br />_j <br />'a M <br />< <br />c <br />0 <br />JOB <br />NO: 23-13125-13130 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />