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SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />STUD <br />2nd FLOOR W. <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1 "" " " <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <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. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB I I I <br />EXPOSUREI I x II <br />SHEATHING <br />xl <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />O SECTION X-X IF <br />II II <br />LU <br />_1 NOT FULL <br />= <br />o <br />EIGHTI <br />HSHEET- <br />C II II <br />o <br />= <br />I II II <br />_j <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />�l BEYOND I <br />F T _T II <br />15/32"F OSB <br />EXPO <br />XPOSUREI F <br />SHEATHING <br />II II II I <br />Lu <br />SOLID 2x <br />ALL o <br />III <br />III II II II I <br />SHEATHINGBLOCKING <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />ui <br />CL <br />III <br />III x <br />II II <br />II <br />II x <br />E <br />_ <br />2x STUDS Lu <br />III <br />I <br />III II II II <br />BEYOND. <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />O <br />II <br />Ll_ I1L_LJ1-II <br />A 2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />3/8" S„ - NA <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACIN <br />FOR ADDITIONAL INFORMATION. <br />I c 3/4" <br />7r,S1/2" <br />SINGLE NAIL EDGE SPACING <br />I <br />DOUBLE NAIL 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 %" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANY8". <br />? <br />O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />z <br />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />^ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />=n <br />V <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J O <br />w/ 8d COMMON NAIL <br />o - O <br />PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />O <br />L> ¢ O in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q a:I-OOv� <br />u~j O0 F m LL <br />CO <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />u- F- <br />? N W <br />MEMBER IF GABLE END <br />LL <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 />ROOF FLASHING AND ROOF FLASHING <br />FOR UNDERLAYMENT <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />SPFTURNED VERTICAL w/7/16" <br />FLITCH PLATE TOw/(2) 12d <br />COMPONENTS TO BE IN ACCORDANCE <br />REQUIREMENTS SEE R905.1.1 <br />JOIST AT EA. STUD <br />PROVIDE CONTINUOUS (8) 1Od NAILS TO <br />TOENAILS EA. END. NAIL FLITCH <br />w/ R903.2, FLORIDA BUILDING CODE <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />2nd FLOOR WALL <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />TO MASONRY BELOW <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />2"x BOT. PLATE W/ <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />(2) 10d @ 6" O.C. <br />FLOOR SYSTEM <br />VERTICAL BLOCKING <br />12 <br />H, or ASTM D3161-CLASS F, IN <br />SECTION X-X <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />BAND JOIST <br />INSULATION— <br />ROOF SHEATHING SEE <br />NOTES: * USE <br />BAFFLE <br />SCHEDULE - [RSHI - ON <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 & EXTEND <br />SIMPSON MSTAM36 <br />C <br />WALL SHEATHING INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d x1 1/2" NAILS <br />SHEATHING TO <br />& NAILING SCHED. <br />CHART ON FLOOR <br />@24"O.C. <br />BOTTOM OF RIM <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. 1 <br />(6)1/4" x 2 1/4" TITEN 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 MANSONRY <br />ram/ <br />NAILS OR DRYWALL SCREWS 7" O/C <br />ATTACHED WALL SHEATHING TO <br />I <br />. <br />JOIST AT EASTUD <br />WALL PER STRAP <br />SF�A p0 <br />CEILING & 8" O/C WALLS <br />TOP PLATE W/ 8d 4" <br />WOOD TO MASONRY <br />Cgti <br />ROWS NAILS <br />1/2" GYP WB <br />(2) @ <br />O.C., 2 ROWS <br />S E @ 12" 0/C EACH <br />DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS <br />2ND FLOOR FRAME CONNECTIONSTAGGERED <br />E <br />CONNECTION W/ MSTAM36 rLL <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATE w/(1) SIMPSON SP2TYP. @ <br />1x2 NAILER <br />STAGGERED @ 12" O/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />J w PLYWOOD SHEATHING <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CSC <br />JV <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />UPLIFT CAP = 928 PLF <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 />w <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />REQUIRED CONNECTION <br />16" O.C. 2X S.P.F. STUDS <br />T_ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1 <br />(2) 2x HEADER SEE PLAN <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />� <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />LAYER 1/8"THICK. <br />_j = <br />10d NAILS @ <br />• INTERIOR HEADER: <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />1 2x SILL PLATE W: 2 <br />BOX HEADER ( ) <br />8" 0/C TYP. <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />I CHART ON FLOOR PLAN <br />�V <br />ONLY <br />DOUBLE 2x <br />12d TOENAILS <br />12 <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. <br />HEADER SUPPORT <br />PAPER FOR <br />TRUS <br />NO. <br />OF JACKS & STUDS <br />- <br />MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />BARRIER <br />d <br />2x4 RIBBONS <br />F-I'T <br />pp F <br />FLOOR TRUSS / OPENING2" x 4" WALL 2" x 6" WALL <br />STUDS JACKS STUDS <br />STRAPS <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />�N/N O'4 <br />BEAM SIZE EA END <br />EA END EA END EA END <br />SIMPSON <br />GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" <br />Q <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />STRAP <br />1'4' (1) <br />(2) (1) (2) <br />(1) LSTA30 <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />_41i_ <br />4'-9' (2) <br />3) (2) (2) <br />(1) LSTA30 <br />"T" <br />CORNER <br />SEE PLAN FOR REQUIRED <br />9'-16' (3) <br />3) (2) (3) <br />(2) LSTA30 <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />CONNECTIONS <br />INSTALLATION PER <br />BILK. W/1#5 ROD CONT. FILLED <br />�� <br />TYPICAL T" AND CORNER <br />CHART ON FLOOR PLAN <br />SOLIDW/GROUT <br />LOAD BEARING/EXTERIOR FRAME <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />DETAILS <br />N <br />DETAIL FLOOR TRUSS 0 <br />WALL HEADER DETAIL <br />M <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />SCALE: N.T.S. <br />S6 <br />SCALE: 1 1/2"=V-0" S6 <br />S6 <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />.—d.—- <br />CV° <br />d 6'A <br />I I-1 I I —I I I I I I <br />6x6 W1.4xW1.4 I I —I I1=-�--1 I I —I I I —I I I <br />WWF OR FIBERMESH I ITS 111 I II 111 111111 <br />II III —III III <br />d <br />'.' '. a°, °. <br />°' , <br />a° <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />UJ <br />4"x4" INSPECTION PORT AT <br />CL EACH FILL CELL TYPICAL <br />w <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />N <br />TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />4"to 6" BELOW GRADE <br />GRADE1. ao <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />=1NISH <br />.1 i1 l r 1 ' I ,I I1, I tI l Il 11 I 111 l'I I \—STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR " (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2—STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />FLOOR TRUSS <br />°O <br />SEE FRAMING WEEP SCREED <br />C) z <br />PLAN • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />I <br />END WALL W/ (2)10dx3" @ EA. I 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 R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />--1WO d <br />4. <br />° <br />'T_IT I I111i= . •.e .. . d ' — —III_= '� <br />IHI I r II—' <br />I I ITI ITI I I� I I—I-�I I I —III. (3) #5 CONT. ON 3" <br />r,711 —I I i <br />8" 1 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" S6 <br />ADDITIONAL SLAB INFORMATION <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <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 W/ 6x6 W1.4xW1.4 <br />`t WWF OR FIBERMESH <br />_._ ` _ .. a �� •�.� \ rid ' d . <br />a <br />M -III—I I I_I I I —I I ° \° d <br />° <br />III-1 I —I I II d d <br />IIIIII �IIIIIIIII 4 , II <br />I IIIII <br />(3) # 5 REBAR ON 3" CHAIR 4" '1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />FINISH GRADE 0 <br />I— 00 <br />IIII� ' ;9 i <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />eh <br />N <br />O <br />C" <br />Chi � <br />0 <br />�e� On <br />ci On <br />Cc mCii <br />® x <br />An t0Cn R a <br />Cn -a CV <br />'cv14 <br />Q � <br />CU <br />'E.�� <br />a, C) <br />ca <br />m <br />cc <br />y t2 <br />c � <br />ev 9 <br />ci u <br />C'7 <br />CV <br />O <br />CV <br />O <br />,�C6>w,OtifB�ppJ O <br />L L. ��� <br />a VC <br />750 <br />::� •. •' <br />dr`f`r�t'iltt00b�°� <br />To the best of the Engine s 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 />E <br />N_ W <br />a C) M S n <br />V C.,N 6)O <br />C J <br />N "o J <br />® N ik LL <br />ni �cliiv� u a a <br />a J iL a <br />z <br />z z <br />0= <br />3: 0 <br />Z <br />M Crn <br />t a o O <br />ob LU <br />Y m O <br />W <br />O'@cy_o <br />q <br />U)�6jO' z <br />L0 CO¢ox <br />Z ILW <br />�n N U (.0 1- <br />Vy O U ❑❑❑ <br />iW <br />M � <br />z <br />a g <br />Z N <br />Z o <br />< <br />N <br />M <br />N z a <br />C� <br />Cz <br />o <br />4-1 � <br />0 w <br />m <br />0 w o <br />N C <br />U o N <br />401 <br />� <br />o <br />co <br />z <br />w <br />M <br />M <br />Z Q <br />p>5 <br />Z <br />Z <br />Q <br />I t <br />C6 E <br />Z o <br />O <br />> N <br />QN <br />Q p <br />E U <br />wzCCU <br />❑a <br />H (p <br />CL <br />2° <br />oo <br />6 <br />tF <br />C) <br />OQ <br /><o <br />o <br />ww <br />�J <br />E <br />w <br />m0 <br />o <br />m <br />J <br />oo <br />Caw <br />3 <br />CC3 <br />¢ <br />o� <br />Z z <br />T 9 <br />o� <br />a0 <br />v w <br />W <br />o <br />m <br /><o <br />O <br />�O <br />M <br /><F <br />'O <br />d 7 <br />V <br />N <br />0 � <br />c 0 <br />CD <br />LO <br />O <br />V <br />cc <br />0 <br />r <br />NC <br />Ln <br />^ <br />O-0 <br />0N <br />C/ J <br />N <br />m O <br />M <br />M <br />o <br />Ln <br />-Q <br />N <br />O <br />co <br />z <br />m <br />E T <br />z <br />E Mtn <br />ICU <br />a <br />E <br />c0 ¢ o <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />F - T-1 1 1 I r <br />- - -- -- - 1 1, 1 1-)1,I b 11'111 lubiliflia Ali,.L w,1L,.IA ,i 1!1D,dli: Ili 1T — -I i I <br />