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LO <br />CD <br />PO <br />00 <br />Lo <br />LO <br />t7- <br />C.0 <br />C14 <br />�2 <br />LO <br />00 <br />C) <br />W) <br />LO <br />LO <br />Cn <br />311 <br />19 <br />::2 <br />�R <br />C14 <br />�2 <br />C) <br />C'4 <br />LO <br />C� <br />LO <br />C) <br />LO <br />LO <br />:E <br />C14 <br />C> <br />E <br />E <br />0 <br />9 <br />Q_ <br />0 <br />01 <br />W <br />Lz <br />C:) <br />�2 <br />LO <br />J� <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 />I <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 />CE ILI NG & 8" O/C WALLS <br />1/2" GYP WEI <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 Old @ 6" 0. C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <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" O/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 />\PER PLAN <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 WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.C; <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />.4' <br />'A <br />1=1 I G =—I I . I .. . . <br />.11 — . . . <br />A' �A <br />5�1 <br />6x6 W1.4XW1.4 <br />WWF OR FIBE ME <br />A <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />X—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 - [RSH] - 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 />_j Uj PLYWOOD SHEATHING <br />_51 C 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />LU <br />0 W <br />0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />Cn <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 />F) U,' <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />�R <br />rB <br />I\'SqA�,SJ6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />E <br />OR <br />PAF <br />MOI <br />BAF <br />STD. 90 NOOK (SEE DETAIL) <br />8"&'X16" CONC. KNOCKOUT <br />BLK. W/11#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 />C 0 <br />LU <br />0 4"X4" INSPECTION PORT AT <br />U_ <br />:3 EACH FILL CELL TYPICAL <br />LU <br />U) <br />AT GARAGE CONTRACTOR <br />LO <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />INISH GRADE <br />00 <br />\-STD. 9 <br />— — - - 7 O'HOOK <br />(3) # 5 REBAR ON 3" CHAIR LI IN"iLl I=_-, -'TI r__`I ILT <br />W/3" MIN. CLEARANCE 4" V-8" <br />(SEE DETAIL) <br />TYP 2—STORY WALL SECTION <br />REV. 03.16.21 SCALE: 3/4"=V-10" S6 <br />SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 1/2" NAILS TO <br />STUD <br />2nd FLOOR W <br />BEAWGIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />S I M PSO N LSTA24 STRAP w/ (8) 1 Od 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------ fl / <br />BAND JOIST <br />*SIMPSON LTP4 W/ <br />(12) 8d A 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) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST 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 />)F BEAM OR GIRDER <br />'END SHEATHING TO <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 />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 />� �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 />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE 48" _T SIMPSON HETA20 W1 (8) 1 Odxl 1/2" <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 />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 />2x STUDS@ 1 - - - <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSE <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 />WEEPSCREED u. <br />U <br />INSTALLED PER. MANUF. <br />C <br />Cf <br />SIMPSON HETA20 W1 (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB <br />EXPOSUREI <br />okl <br />L <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />o SECTION X-X IF <br />LU NOT FULL <br />HEIGHT SHEET--/ <br />C <br />i <br />z <br />L <br />FLOOR <br />y <br />Z I, , I <br />(2)- 2x TOP PLATE <br />BEYOND 1 <br />-ij <br />�-15/32"OSB <br />EXPOSURE1 <br />Lu <br />SHEATHING Lu <br />— <br />I-T <br />= <br />SOLID 2x co <br />BLOCKING @ALL <br />SHEATHING 0 <br />U) <br />EDGES(SEE <br />OPENING <br />I I I L <br />SECTION X-X) --j" <br />u <br />M L) <br />C <br />R Lu <br />Ell <br />_x <br />E <br />Lu <br />_2x STUDS U, <br />BEYOND. <br />SEE PLAN <br />0 <br />U) <br />I <br />I "-2x4 P.T, BASE <br />2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM %A1A1 I rl r-X/A*rl^kl r'%1A/-%MARfi <br />FLOOR CONNECTION 'S" = NAIL 3/8" <br />SPACING <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-101" <br />FOR ADDITIONAL INFORMATION. <br />314" S 1/2" <br />S 1/2' <br />1/2" <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />RIBBONS <br />ETAIL (F <br />D LOOR TRUSS) <br />ro <br />SCALE: 1 1/2"=V-0" <br />NOTE: SEE TYPICAL WALL <br />ADDITIONAL INFORMATION <br />SECTION C/S3 FOR <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.1 1) <br />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />.4 <br />I J�E I <br />"A 4 '' ' <br />SEE SHEATHING <br />SPECS ON FLOOR <br />--112" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />A' <br />4.r <br />= =11 <br />�- 9'. ' <br />(3) #5 CONT. ON 3" <br />_T I <br />81, V-8" 8" ICHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" <br />ADDITIONAL SLAB INFORMATION. <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 FILITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />19 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />1 Old 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, PANEL EDGES WILL NEED TO BE <br />I <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT <br />_j <br />PENETRATE SURFACE MORE THAN <br />NAIL AT BASE 2 ROWS @ 4" O�C. .1 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL M <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. <br />F_ <br />0 < <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />, Lu <br />U) <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4!'O.C- <br />W/ 8d COMMON NAIL <br />0 <br />U, 0 <br />o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br /><1 rz 0 F <br />w/ 9d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />< x 0 0 V) <br />0 " ' :' <br />1- 2 U- <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />U) W LL <br />"Woo <br />MEMBER IF GABLE END <br />of <br />LL X , <br />W <br />NOTE: <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 />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"x`10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />CA <br />\-- INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />ONLY <br />EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />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 />0)Q <br />0 <br />0 <br />SEE PLAN FOR REQUIREmD <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 />�BEAM <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 1 U-101" (R302.1 1) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3116" PLATE WASHER (MIN. <br />TENSION 260'0#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />I <br />!4 <br />WWF OR FIBERMESH <br />A <br />A. .4 <br />4 <br />A. <br />-A <br />A <br />4 <br />A <br />4 <br />*. *4 <br />. <br />I I IE1 I E <br />A <br />_7 1��@ 1�� <br />Im <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 />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <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 />(2) <br />(1) LSTA30 <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 wl (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE <br />00 <br />I t-T-1 <br />9 <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />v <br />@ WOOD 1 ST FLR. SEE JJS6 FOR SCALE: 3/4"=V-0" r <br />ADDITIONAL INFORMATION. S6 <br />41%12 <br />C�-j <br />C=) <br />CD z= <br />LU <br />= Cc <br />-a <br />a <br />cc <br />to -%= C%4 <br />U) <br />CD <br />.- E <br />cr_ <br />-r, 3: <br />C, <br />3.- .!2 <br />& <br />E <br />CD <br />Cj <br />\ <br />LOk <br />e <br />%%No <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearng <br />Engineers <br />signature and seal. <br />91111, <br />0. <br />11- <br />4 <br />q, E <br />-0 00 <br />�NEz <br />5 <br />C'j 0) <br />0 <br />co <br />"o, <br />,g <br />C, <br />N 46 LT <br />r6 <br />I <br />U LU <br />_u I Q� <br />16E <br />z <br />Lu - <br />a. Y <br />r- W <br />W <br />:5 FUN 0 <br />0 <br />W <br />z <br />U) <br />'0 <br />�4 < <br />Lo Mz <br />z <br />04 .. < of 0 <br />0 C-) < 0 <br />0 U) <br />............... <br />fz- <br />< <br />(4 <br />= M <br />LU <br />U <br />0 <br />V) <br />C,_ <br />V) <br />0 <br />U) <br />< <br />Its <br />0, <br />< <br />C6 E <br /><z <br />C�_ 8 <br />E <br />, <br />CU <br />0 <br />00 <br />zE <br />C> <br />C/) <br />< <br />'0 <br />0, <br />z <br />2: <br />, aol <br />� Z6 <br />0< <br />1z <br />�O <br />Cn <br />3: <br />z <br />W <br />C) <br /><0 <br />< <br />2 <br />> <br />_j <br />LO <br />LO <br />4i <br />CD <br />< <br />C) <br />j CN <br />_j <br />or <br />0 <br />0 <br />CN <br />0 <br />CIO <br />CD <br />U') <br />0 <br />< <br />4-1 <br />0 <br />LL v-) <br />I <br />U C'4 <br />C:) <br />LO <br />M <br />Cy) <br />00 <br />00 <br />CD <br />00 <br />co <br />LO LO <br />E <br />C) <br />CID <br />6 <br />z <br />z <br />E T_ <br />co <br />2 <br />M <br />C <br />M <br />E <br />0 0 <br />"a - <br />'a ca <br />a. <br />0 _j <br />< 0 <br />JOB <br />NO <br />23-06137 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />I �!: j im I __TF— I i- 1 7 <br />