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co <br />C14 <br />LO <br />LO <br />39 <br />-0 <br />< <br />00 <br />(=1 <br />oo <br />oo <br />to <br />C14 <br />C) <br />C 11 <br />C14 <br />r") <br />to <br />LO <br />I <br />:�2 <br />00 <br />CN <br />9 <br />00 <br />co <br />Lo <br />QE <br />C14 <br />9 <br />5�_ <br />8- <br />E <br />to <br />CD <br />0 <br />ID, <br />< <br />E2 <br />0 <br />C> <br />-0 <br />CL <br />.2 <br />8 <br />0 <br />LZ <br />C*4 <br />as <br />CL. <br />C14 <br />CN <br />Z� <br />12 <br />9 <br />-0 <br />1 IV <br />co <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING <br />CODE 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 W1 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 W1 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 :5 1000 SQ, FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHA <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU;��l <br />AREAS. <br />-7—FLOORSYSTEM// <br />\PER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (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" 0 1 <br />BASEBOAR� <br />MIN. 2500 PSI CONC. SLAI <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />_1�1 I <br />r_ . - . - . I <br />4 <br />E <br />.'A <br />I 1�v <br />6x6 W1.4XW1, <br />4 <br />WWF OR FIBER ES <br />0 <br />0 <br />3 <br />—.1 <br />_j <br />U_ <br />AM. <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 W1 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 - [RSHI - 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 />-lx2 NAILER <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />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 />-INSULATION PER <br />CHART ON FLOOR PLAN <br />R <br />rB <br />METAL 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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />4"X4" INSPECTION PORT AT <br />U_ _j <br />EACH FILL CELL TYPICAL <br />UJ <br />AT GARAGE CONTRACTOR <br />LO TO CUT BLOCK OR POUR <br />04 CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />/FINISH GRADE <br />'A. <br />A 0? <br />4- <br />:A <br />4 <br />- `4 <br />4* <br />F <br />"—STD. 90*H <br />OOK <br />lir <br />(3) # 5 REBAR ON Y CHAIR (SEE DETAIL) <br />W/T MIN. CLEARANCE 4" 1 �-8" <br />TYP 2-STORY WALL SECTION (�:j <br />REV. 03.16.21 SCALE: 3/4 S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP wl (8) 1 Old 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 />'MI NMI I <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 11/2" <br />NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D <br />JOIST AT EA. STUD <br />2ND FLOOR 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 />FLOOR TRUSS <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 W1 <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 />"T" CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS <br />SCALE: N.T.S. <br />� �6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />__7 FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING <br />WEEPSCREED <br />PLAN <br />INSTALLED PER MANUF. <br />\--SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />"X4" CROSS BRACE @ " <br />2 48 _T <br />NAILS @ 24" O.C. INTO TRUSS <br />O/C FOR THE 1 ST 2'-0" OF <br />BLO <br />KING& MIN. 4" EMBEDMENT <br />END WALL W/ (2)1 0dx3" @ EA. <br />IN KO BLOCK <br />END INTO 2"X4" BLOCKING <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />I <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />I <br />2x STUDS @ 1- <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIr <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 />U <br />1 <br />u. <br />WEEP SCREED <br />cf <br />INSTALLED PER. MANUF. C <br />C <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" cf. <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 314"=1'-0" ��S6 <br />FOR ADDITIONAL INFORMATION. <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 us <br />0 <br />S) <br />D LOOR TR <br />SCALE: 1 1/2"=V-0" <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 1 U-101" (R302.1 1) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SPI W/ (10) 1 Od <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 />TYPICA L TENSION 2600#.) <br />2X P.T. PLATE <br />r6 X 6 W1.4 X W1.4 WWF OR FIBERMESH <br />'o. <br />. . . . . . . . . <br />. . . . . . A' 4 <br />4. . . : 'd, . " <br />. ,. <br />m <br />= r �R <br />6111 11 <br />. <br />A-1111 <br />M90P, <br />(3) #5 CONT. ON 3" <br />8" V-81" =8" CHAIR W/ 3" MIN. <br />�RANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />45/32" OSB <br />EXPOSURE1 <br />%k <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />r <br />o SECTION X-X IF <br />W NOT FULL <br />HEIGHT SHEET- <br />Z <br />L <br />G FLOO <br />7A7 <br />(2)- 2x TOP PLATE <br />BEYOND <br />15/ 2" OSB <br />3 <br />EXPOSURE1 <br />SHEATHING Lu <br />W <br />T <br />= <br />Cn <br />SOLID 2x <br />�r <br />BL KIN ALL <br />S EATHING 0 <br />U) <br />EDGES(SEE <br />OPENING <br />SECTION X-X) <br />uj <br />a- Q <br />... <br />_x <br />11-4 <br />VE�--' <br />Lu <br />_2xSTUDS uj <br />BEYOND. 32': <br />SEE PLAN <br />Zi <br />\-2x4 P.T. BASE <br />2x RIBBON OR -7 VERTICAL \—@--'HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />318" "S" NAIL <br />SPACING <br />314 1/2" <br />/t Sx 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 />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 />Iv <br />2x CRIPPLES @ <br />16" O.C. W1 (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. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKINGATALL 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 />I <br />PENETRATE SURFACE MORE THAN Y8". <br />u) <br />Z <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.C. w/ 8d COMMON NAIL <br />. <br />LL <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />LU <br />U) <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />_j 0 <br />wl 8d COMMON NAIL <br />a W <br />�r- 0 <br />w ( <br />PIL YWO, OD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />0) <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 U) <br />0 U) co � n <br />LL x <br />�-, 20 LOL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />U) <br />w <br />MEMBER IF GABLE END <br />�: m <br />NOTE: <br />" " <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 <br />X 2 1/2 <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 />-ROWS 12d NAILS <br />FACE OR 3 <br />STAGGERED@ 12" O/C FOR <br />2"AO" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />\­ INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />ONLY 12d TOENAILS <br />EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />A <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZONTAI=L*---\ <br />@ INTERVALS NOT <br />-0" (R302 .11) <br />EXCEEDING 10' <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 />WWF OR FIBERM <br />SLAB W/ 6x6 W1.4xW1.4 <br />'d 1 <br />A <br />d <br />C4 <br />A. A <br />.'A' A A <br />ce) 4 <br />A <br />A <br />"d A <br />A <br />A A <br />M I <br />%. <br />I I U <br />4 <br />A <br />(3) # 5 REBAR ON 3- CHAIR 4" 1'41 <br />W/T MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9 717 <br />(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" 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 />1 <br />f 00 <br />lilt- <br />91Z 1 <br />—T, <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V_ <br />S6 <br />0) <br />> <br />0 <br />L_ Cq, <br />0- <br />LL <br />C.4 C:L <br />:1�12 <br />15 <br />I a- = C: <br />01 N 1, < <br />(0 <br />, -, >�,-. <br />> <br />ry (1) CL -0 <br />C:: �e <br />M <br />0 <br />> Uj <br />C14 <br />C14 <br />C=> <br />2! <br />04 <br />CD. <br />t <br />7 <br />To the best of the Engineees 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />U) <br />',T <br />E <br />4 s, C-, <br />os <br />0 Co Uj <br />L_O <br />U:31 <br />Z <br />6NCD LL <br />7t <br />r _'j L <br />M u_ U_ 0- Lu Z.- <br />Z r: 0 <br />. = m C*�' 0 P <br />09 :E; :9 C� W 0 _J <br />0, m 'm ,e <br />W U) <br />Z 00 C14 Z _j g �: <br />11) co W D 0 <br />ILW <br />IL <br />C14 < <br />6 3 0 _j co <br />Z 13 El 11 <br />W <br />(D <br />ZEN <br />CO <br />MOM <br />off=% <br />Ln <br />(D <br />C1 <br />Q) 0 <br />U- <br />m LU <br />0 <br />LU <br />Ln <br />Ln <br />E <br />1 <br />0 <br />U) <br />m . <br />0 <br />C.0 <br />Cl> <br />C1> <br />Z <br />Z <br />< <br />Lj_ <br />ctf E <br />E 8 <br />0 <br />< <br />!� 5� <br />6 <br />CL <br />m� <br />0< <br />00 <br />DO <br />0� <br />E <br />Z <br />0 <br />W� <br />W <br />.0 <br />CO <br />0< <br />� <br />.. <br />.2 <br />0, <br />1� <br />ZZ <br />�jz <br />Z <br />Cn <br />Cn <br />< <br />0 <br />2 <br />0 <br />5� <br />zoo <br />ul <br />�z <br />0 <br />1 - <br />C:) <br />< < <br />C.0 <br />I <br />0 <br />< <br />0-3:1 <br />2 C) <br />_T_ <br />L0 <br />LO <br />6 <br />0) <br />2 <br />m <br />00 <br />(0 <br />C) <br />_j <br />'Ile <br />=3 <br />Cr C) <br />N <br />0 <br />U) 0 <br />0 CN <br />co <br />-0 C) <br />C) <br />0 -4 <br />L0 <br />c1r) <br />< <br />E <br />2!� N <br />00 <br />0 <br />Z <br />cc <br />Z <br />:3 <br />E C) <br />m <br />E <br />0 0 Z� <br />< <br />C <br />4) <br />JOB <br />NO 22-02388 <br />SCALE AS NOTED <br />SHEEIF NO. <br />S6 <br />(MONO) <br />I I <br />