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SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE JIS-6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ I " <br />2"x BOT. PLATE <br />(2)10d @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSIr <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. o <br />SIMPSON HETA20 w/ (8)10dx1 1/2" N <br />NAILS AT EA. TRUSS wl MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />15/32"OSB �I <br />EXPOSURE 1 x II <br />SHEATHING <br />PROVIDE II II <br />BLOCKING AS <br />REQUIRED PER II D II <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET C II II <br />II III <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T —7 II TF <br />EXPOE <br />EXPOSUURR <br />F <br />I I <br />1 f.. <br />SHEATHING w <br />II II II <br />2 <br />SOLID 2x o <br />III <br />C <br />III II II II I <br />ALL <br />BLOCKINGSHEATHING <br />C <br />0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />LLI <br />III <br />C <br />III xIL <br />II II <br />�w <br />II <br />x <br />IIlIfI <br />E <br />2x STUDS Lu_III <br />IIIIII <br />F11I <br />II II <br />BEYOND. 0 <br />SEE PLAN o <br />I I I II I <br />II II I <br />0 <br />� <br />�- <br />I Li <br />11 _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 WA/AI I rI r1/Arl^x1 r%IA^r%AAA <br />3/8" "S" = NAIL tea" <br />SPACING <br />3/4" S 1/2" <br />S v2" <br />SINGLE NAIL EDGE SPACING DOUBLE NA EDGE SPACING <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 />W. <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />W. <br />PENETRATE SURFACE MORE THAN Ye"• <br />? <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />U. <br />@ <br />NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />QD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />r=n <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />O <br />w/ 8d COMMON NAIL <br />uj j W <br />J w O W <br />O <br />PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />0 00 N <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />w of F m LL ,r <br />@ <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 0 F <br />MEMBER IF GABLE END <br />It <br />W " <br />NOTE: <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 />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />B.U.C. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4#2 <br />FOR UNDERLAYMENT <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />SPF TURNED VERTICAL wl 7/16" <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />REQUIREMENTS SEE R905.1.1 <br />JOIST AT EA. STUD <br />PROVIDE CONTINUOUS <br />(8) 10d NAILS TO <br />FLITCH PLATE TOw/(2)12d <br />TOENAILS EA. END. NAIL FLITCH <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />2nd FLOOR WALL <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />STUD PER STRAP <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />2"x BOT. PLATE W/ <br />S 8d NAILS @ 3"TAGGERED FOR SHEATHING <br />S <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />(2)10d @ 6" O.C. <br />FLOOR SYSTEM <br />12 <br />H, or ASTM D3161-CLASS F, IN <br />SECTION X-X <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />1 <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />BAND JOIST <br />INSULATIO <br />ROOF SHEATHING -SEE <br />NOTES: * USE <br />SCHEDULE - [RSH] - ON <br />BAFFLE <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 & EXTEND <br />SIMPSON MSTAM36 <br />C WALL SHEATHING <br />INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d A 1/2" NAILS <br />SHEATHING TO <br />BOTTOM OF RIM <br />&NAILING SCHED. <br />CHART ON FLOOR <br />@ 24" O.C. <br />S6 <br />PLAN <br />ALUMINUM DRIP EDGE <br />BOARD/BAND <br />REVISION 12-7-2020 <br />1st FLOOR WALL <br />JOIST FOR <br />ALUMINUM FASCIA <br />SHEAR WALL <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />ONLY. <br />(6)1/4" x 21/4" TITEN <br />MASONRY WALL <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE STRUCTURAL SOFFIT SHEET SS <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />SCREWS TO MANOONRY <br />NAILS OR DRYWALL SCREWS 7" O/C <br />ATTACHED WALL SHEATHING TO <br />JOIST AT EA. STUD <br />WALL PER STRAP <br />s)�7N <br />FFA �o <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />WOOD TO MASONRY <br />�Nw <br />2-ROWS 12d NAILS <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />O.C., 2 ROWS <br />1x2 <br />2ND FLOOR FRAME CONNECTION E <br />CONNECTION W/ MSTAM36 <br />LL <br />STAGGERED @ 12" 0/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATE wl (1) SIMPSONATTACH. @ <br />NAILER <br />STAGGERED @ 12" 0/C FOR <br />CORNERS, SP2 MAYBE SUBSTITUTED w/ (1) H2.5A <br />I— <br />PLYWOOD SHEATHING <br />@ WOOD 1ST FLR. <br />SCALE: N.T.S. S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S6 <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />� rn <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />UPLIFT CAP = 928 PLF <br />vVV <br />16" O.C. W/ (2)12d <br />SHEATHING JOINT <br />FOR MORE INFO <br />SHEAR CAP = 355 PLF <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />LU 11' <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />REQUIRED CONNECTION <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />14 <br />(2) 2x HEADER SEE PLAN <br />2x BOT. PLATE W/ (2)10d @ 6' O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J �A <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />j <br />• INTERIOR HEADER. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />w <br />= <br />LAYER 1/8" THICK. <br />10d NAILS @ <br />(1) 2x SILL PLATE W/ (2) <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />N BOX HEADER <br />8 O/C TYP. <br />12d TOENAILS <br />1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W <br />I <br />`�' <br />CHART ON FLOOR PLAN <br />ONLY <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />B R <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />• OPENING LARGER THAN 4 FT: <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' <br />SPACER <br />(1) 2x SILL PLATE w/ SIMPSON <br />AREAS. <br />BLOCKS <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 0 <br />OR FELT <br />2x STUDS TYP. HEADER SUPPORT <br />PAPER FOR <br />TRUS <br />NO. OF JACKS & STUDS <br />- <br />MOISTURE <br />P.T. BOT. PLATE REQ. AT OPENINGS <br />. <br />BARRIER <br />2x4 RIBBONS <br />�F <br />0'oF R70 <br />FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL <br />STRAPS <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />�7i�(,, R <br />SIZE JACKS STUDS JACKS STUDS <br />BEAM EA END EA END EA END EA END <br />SIMPSON <br />GYP. TYPE ")C @ GARAGE ONLY) W/ 1 3/8" <br />STRAP <br />1'-4' (2 (1) 2 <br />(1) LSTA30 <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />4'-9' ( 3 <br />1) LSTA30 <br />"T" <br />CORNER <br />SEE PLAN FOR REQUIRED <br />9'-16' (3) 3 (2) (3) <br />(2) LSTA30 <br />GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />CONNECTIONS <br />INSTALLAT1/2" <br />ON PER <br />CHART ONIFLOOR PLAN <br />BILK. W/11#5 D CONT. FILLED <br />SOLID W/GRO <br />TYPICAL 'IT" AND CORNER <br />LOAD BEARING/EXTERIOR FRAME <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />DETAILSrN <br />DETAIL FLOOR TRUSS 0 <br />WALL HEADER DETAIL <br />K'M <br />BAND JOIST TYPICAL <br />SCALE: N.T.S. S6 <br />SCALE: 1 1/2"=V-0" <br />S6 <br />S6 <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />U <br />LL J <br />4'x4" INSPECTION PORT AT <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />SEE SHEATHING <br />2x BLOCKING HORIZONT <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />a <br />w <br />EACH FILL CELL TYPICAL <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />@ INTERVALS NOT <br />1x WD FURRING @ 24" O.C. <br />a <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />EXCEEDING 10'-0" (R302.11) <br />2X STUDS @ 16" 0/C <br />BASEBOARD <br />'r' <br />N <br />TO CUT BLOCK OR POUR <br />DECKING <br />SECTION J/S6 <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />ATTACHED WALL SHEATHING <br />2x BLOCKING HORIZONTALLY <br />EMBEDMENT 24" O.C. W/ 2"DIA. <br />@ <br />APPLY 3 LAYERS W! TOTAL THICKNESS <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 811 <br />x 3/16" PLATE WASHER (MIN. <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />MUNICIPALITY <br />t <br />4"to 6" BELOW GRADE <br />@ 4 0/C, 2 ROWS STAGGERED <br />�- " <br />EXCEEDING 10 0 (R302.11) <br />N <br />EMBEDMENT @ 24 O.C. W/ <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />N <br />3/8 THICK EACH. 3RD LAYER 1/8' THICK. <br />c • .. <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 w/ (10)10d NAILS <br />°T• -=�►, <br />• <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />AT EA. STUD <br />A A. . y c <br />FINISH GRADE o0 <br />•' ' <br />FLOOR TRUSS SEE FRAMING PLAN <br />2 x STUDS 16" O.C. <br />@ <br />TYPICAL TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />2X P.T. PLATE <br />• \ <br />c0 <br />FLOOR TRUSS <br />SEE FRAMING <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />I <br />c WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />• . <br />:• - <br />t <br />WEEP SCREED <br />6x6 W1.4xW1.4 — — ' . 6 <br />• a <br />z T <br />4 <br />PLAN <br />INSTALLED PER MANUF. <br />- <br />- <br />J7— — _ _-= =� •a' <br />' <br />+• ' <br />WWF OR FIBERMESH .. <br />• <br />-va �==� = - <br />- - - - - -'= - <br />N —_ \ <br />00 <br />2"x4" CROSS BRACE @ 48" <br />I I <br />SIMPSON HETA20 w/ (8)10dxl 1/2It <br />.. <br />. • <br />', . cc <br />T <br />_• <br />• ' <br />C'' -III=III=III=I I •.. <br />° <br />• FINISH GRADE <br />• • _ <br />O/C FOR THE 1ST 2'-0" OF I I <br />NAILS @ 24" O.C. INTO TRUSS <br />' •' :. <br />0.: <br />III=I I (=III I I <br />I STD. 90'HOOK <br />tt <br />END WALL W/ (Z)10dx3 @ EA. <br />N <br />BLOCKING & MIN. 4 EMBEDMENT <br />_ <br />•' <br />_ _ •. • • . <br />• 4 z <br />(3) # 5 REBAR ON 3"CHAIR " �� <br />(SEE DETAIL) <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />I I r <br />W/3" MIN. CLEARANCE 4 1-8 <br />-III=III I I <br />III= <br />r (3) #5 CONT. ON 3" <br />III -III e <br />r <br />TYP 2-STORY WA111-4 <br />LL SECTION <br />J <br />SEE DETAIL FOR <br />811 1 1 <br />v <br />Q„ CHAIRW/3"MIN. <br />o <br />I' i III-1 I <br />1=� I' <br />MORE INFORMATION <br />CLEARANCE <br />11 i N <br />(3) # 5 REBAR ON 3" CHAIR 4 1-g <br />REV. 03.16.21 <br />SCALE: 3/4"=1'-0" <br />S6 <br />W/3"MIN. CLEARANCE <br />2ND FLOOR FRAME CONNECTION R <br />INTERIOR 2-STORY FRAME SECTION S <br />ry <br />ALTERNATE FOOTING <br />PARALLEL TO MASONRY WALL SCALE: <br />3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION FOR <br />SCALE: 3/4"=1'-0" S6 <br />@WOOD 1ST FLR. SEE J/S6 FOR <br />SCALE: 3/4"=1'-0" <br />S6 <br />SEE TYP. 2-STORY WALL SECTION <br />ADDITIONAL SLAB INFORMATION. <br />ADDITIONAL INFORMATION. <br />FOR ADDITIONAL INFORMATION. <br />T3 <br />(i.) --C O <br />N ) <br />C_jL <br />� X <br />N <br />C.• i� IZ <br />.3 -n 0 �- <br />N <br />N Y <br />C C <br />C <br />< O @ <br />U <br />N j CI) <br />.��✓ O Cc2..1Z <br />(a /) 0 O <br />v <br />rat <br />O W <br />, �"si�ill;FilPdPr! <br />• \v (A N <br />1<1 <br />�SSiGN�\l��``�`�`\ <br />To tte best of the Engineers knowledge, information and belief, <br />the structural plans and spedflcabons 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 />Engineer's signature and seal. <br />W <br />E <br />N o - <br />vN d rn <br />Co aD <br />—4) Lo r <br />0 7 rA aQ <br />Ili M v °• rL <br />-� L W <br />U. <br />�Cp <br />-9 LL <br />w a <br />v <br />V13 <br />i 3 MN O <br />W wo <br />pjO. m w <br />ILy�7, <br />Z 0 <br />to N Z ¢ J <br />N <br />OU y <br />Z <br />W ❑ <br />U' V <br />z <br />Q) 0 <br />a <br />'�+ <br />U ca <br />O W 8 <br />�V) c �' � CB <br />IUL! <br />E <br />c 0 <br />a 8, <br />S <br />M <br />z <br />LL. <br />E� <br />o0ze <br />�9 <br />awo <br />m <br />0 <br />*g <br />'0 <br />zC:) <br />E <br />N (O <br />�8 <br />az <br />�� <br />ro <br />�� <br />m0 <br />8M <br />yT <br />N2 J <br />7 <br />QW <br />� <br />Z <br />a0. <br />WCL <br />IIIIIIIIII� <br />i� <br />Z <br />1- <br />� � <br />0 <br />o T <br />> (Yi <br />2 <br />CD <br />25 <br />_ <br />M <br />L <br />co <br />O <br />0^0 <br />s— <br />CC <br />o <br />O <br />rr^�^ <br />v J <br />C.O <br />m <br />Q <br />CN <br />1--- <br />04 <br />L0 <br />p <br />O <br />-� <br />Q M rn <br />T <br />T <br />ui <br />DD <br />; C) <br />o <br />z <br />z <br />v; <br />E d. �, <br />a <br />E v ?3 <br />U Q <br />c <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />