Laserfiche WebLink
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />TE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />2x STUDS @ I <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUST <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 />uj <br />WEEP SCREED uj <br />INSTALLED PER. MANUF. o <br />O <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" 1 W <br />NAILS AT EA. TRUSS w/ 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 �1 <br />EXPOSURE 1 I z II <br />SHEATHING <br />H-x I <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 II <br />__jI = It— <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />Tr- (I = <br />15/32" OSB <br />EXPOSURE 1 <br />F <br />SHEATHING LuSOLID <br />II II <br />2x to <br />C <br />2-ji <br />BLOCKING @ ALL <br />C <br />SHEATHING O0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />Lu <br />III <br />G <br />III okx <br />II II <br />ow <br />II <br />III x <br />E <br />2x STUDS w <br />III <br />FT I <br />III II II ii <br />BEYOND. M <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I i <br />zi <br />O <br />II <br />H I —IL_lI <br />_L-1—II <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING BETWEEN FLOOR WALL SHEATHING <br />SYSTEM kAlA1 I r1 r-IIA'rl^kl nIn/1r1eeA <br />"S" = NAIL <br />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)/8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />U4 <br />PENETRATE SURFACE MORE THAN Y". <br />r <br />? <br />OA 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 />2 <br />ZLL <br />© NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Bid COMMON NAIL. <br />O ¢ <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />w <br />in <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />J <br />LL � O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />> Q H O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q X F O O U) <br />(n FO MU_ <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />N w O O ~ <br />MEMBER IF GABLE END <br />c 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 />r I S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 />SPF TURNED VERTICAL wl 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 <br />O 1 Od NAILS TO <br />TOENAILS EA. END. NAIL FLITCH <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />PLATE TO VERTICAL w/(4)8dNAILS <br />w/ R903.2, FLORIDA BUILDING CODE <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />2nd FLOOR WALL— <br />TO MASONRY BELOW <br />7TH EDITION 2020 RESIDENTIAL <br />( ) <br />HURRICANE ANCHOR @EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />2"x BOT. PLATE W/ <br />8d NAILS @ 3"AGGERED FOR SHEATHING <br />STAGGERED <br />T <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 />INSULATIO <br />ROOF SHEATHING SEE <br />NOTES: * USE <br />SCHEDULE - [RSH1- ON <br />BAFFLE <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 & EXTEND <br />SIMPSON MSTAM36 <br />rc 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. <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 />() <br />SCREWS TO MANSONRY <br />T <br />NAILS OR DRYWALL SCREWS 7" 0/C <br />I <br />ATTACHED WALL SHEATHING TO <br />JOIST AT EA. STUD <br />WALL PER STRAP <br />FF�p �O <br />CEILING & 8" OIC WALLS <br />WOOD TO MASONRY <br />�N`� <br />2-ROWS 12d NAILS <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />STAGGERED @ 12" O/C EACH <br />DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS <br />2ND FLOOR FRAME CONNECTION <br />E <br />CONNECTION W/ MSTAM36 LL <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATEw/(1)SIMPSONSP2TYP.@ <br />1x2NAILER <br />STAGGERED @ 12" 0/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />I- <br />PLYWOOD SHEATHING <br />@WOOD 1 ST FLR. SCALE: N.T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />S6 <br />2x CRIPPLES @ <br />;4; <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />J <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 />= <br />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) 1Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />+ <br />S4 <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />-J F— <br />LL W <br />3RD LAYER 1/8" THICK. <br />10d NAILS @ <br />• INTERIOR HEADER: <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />8 O/C TYP. BOX HEADER <br />(1) 2x SILL PLATE W/ (2 ) <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />I <br />CHART ON FLOOR PLAN <br />ONLY <br />12d TOENAILS <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />�V <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />R <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE4. <br />�• <br />• OPENING LARGER THAN 4 FT: <br />SPACE INTO APPROX. EQUAL AREAS. I <br />� <br />SPACER <br />(1) 2x SILL PLATE w/ SIMPSON <br />t <br />BLOCKS <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM 1 <br />ETAL SEAT <br />ER PLAN 1 <br />p 1 <br />OR FELT <br />2x STUDS TYP. <br />HEADER SUPPORT <br />1 <br />PAPER FOR <br />TRUSS -NO. <br />OF JACKS & STUDS <br />1 <br />1 <br />MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />1 <br />41, <br />° <br />BARRIER <br />j2x4 RIBBONS <br />�xTF <br />�pFNi <br />FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS <br />JACKS STUDS JACKS STUDS <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />" <br />c��R <br />BEAM SIZE EA END <br />EA END EA END EA END SIMPSON <br />GYP. TYPE X" @ GARAGE ONLY) W/ 1 3/8" <br />•� <br />STRAP <br />1'-4' (1) <br />(2) (1) (2) (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' (2) <br />(3) (2) (2) (1) LSTA30 <br />"T" <br />SEE PLAN FOR REQUIRED <br />9' 16' (3) <br />(3) (2) (3) (2) LSTA30 <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />CORNER <br />CONNECTIONS <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />rr <br />TYPICAL Trr AND CORNER <br />LOAD BEARING/EXTERIOR FRAME <br />ARCHITECTURAL <br />DETAILS <br />N <br />DETAIL FLOOR TRUSS) o <br />WALL HEADER DETAIL <br />M <br />BAND <br />BAND JOIST TYPICAL <br />FINISH <br />SCALE: N.T.S. <br />S6 <br />SCALE: 1 1/2"=1'-0° �S6 <br />16 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />ILL v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />LU <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN, 2500 PSI CONIC, SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />BOTTOM PLATE/CHORD W/ 8d <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />MTO <br />@ 4" 0/C, 2 ROWS STAGGERED <br />c <br />�,� <br />N..77 7. d <br />_ <br />° <br />FINISH GRADE 00 <br />�° <br />FLOOR TRUSS SEE FRAMING PLAN <br />' <br />F; III =III ==1 <br />71 <br />FLOOR TRUSS <br />6x6 W1.4xW1.4 I I ° <br />iTj <br />_, <br />'. I= III=1 I - <br />SEE FRAMING <br />PLAN .. �; <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />WWF OR FIBERMESH <br />g <br />A'.. <br />° I I I=W=__11 �— �— <br />a <br />I �I I I=1 I I III ° <br />rj 1—I I I <br />I� III— <br />— I- <br />2"x4"CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2 u <br />II <br />O/C FOR THE 1ST 2'-0 OF <br />I I NAILS @ 24" O.C. INTO TRUSS <br />I I <br />—"'— <br />(3) # 5 REBAR ON 3"CHAIR I .'"' <br />STD. 90°HOOK <br />(SEE DETAIL ) <br />END WALL W/ (2)10dx3 @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />TYP 2-STORY WALL SECTION J <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />REV.03.16.21 SCALE:3/4"=1'-0" <br />S6 <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <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 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <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 />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />° °. a <br />e <br />".. <br />L —III,; II IiIIiIII Ii IIII ��4={—C AI W/3" ON. <br />8„ Il 1 �-8�� , jl 8�r I CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />2x BLOCKING HORIZONTkLL <br />@ INTERVALS NOT <br />EXCEEDING 1U-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 r <br />`r WWF OR FIBERMESH <br />.,,4 <br />° <br />_1 I I —I I I —I <br />(3) # 5 REBAR ON 3" CHAIR 4" V-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 00—I 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />,117a9 <br />®6"V <br />w � <br />� P <br />O A <br />f/f y <br />Q yC� CV i <br />y'o.'G..Q <br />4 <br />SCS y N � <br />ca <br />y Ea <br />w <br />a <br />0 <br />.e.a <br />M <br />N <br />O <br />N <br />co <br />CD <br />CD <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />O N <br />E <br />0 coco S <br />6 to �� � ap N � LL <br />- <br />" <br />cYLu <br />.ate � <br />N7 U a d <br />.: C d Y <br />� <br />J LL <br />m i z <br />'S x Z L g V <br />13 <br />.� N <br />�s; 1% m L Q <br />_� <br />22� W o2M <br />jam& W (0 L J <br />m <br />r- z <br />11L:1515 <br />d O w <br />Z U) <br />Z U H <br />co <br />N O U ❑�❑ <br />.._ ) W <br />vNz <br />N M <br />o 0 <br />z <br />N <br />z � � <br />J <br />d � <br />M <br />U0 z <br />0 `o <br />4-J <br />Ca W <br />V <br />OLLI <br />c/1 c N <br />v + Y <br />SJ <br />L� <br />s — E <br />� y = -co <br />0 <br />co Y <br />N T <br />�m <br />I— <br />0 <br />J <br />w <br />m <br />M <br />J <br />IrmM <br />Z <br />° <br />z <br />z <br />Q <br />g <br />LL_ <br />E <br />zo <br />- <br />oo <br />>m <br />Q� <br />p <br />zO <br />FT ro <br />�g <br />0o <br />o E <br />o <br />&4 <br />SQ <br />em 4 <br />wg <br />iJ <br />< o <br />Y <br />-M <br />O tZ <br />tZ <br />e <br />�� <br />°o< <br />zZ <br />a0 <br />C� <br />z <br />3�: <br />of <br />J� <br />ti <br />M <br />v <br />ola <br />a0 <br />� 3 <br />c <br />T <br />N <br />oWOO <br />"Cl- <br />co <br />r <br />N <br />L <br />N <br />M <br />C r <br />T <br />N <br />`n <br />N <br />r <br />c:6 <br />00 <br />(f O o <br />N <br />�--- <br />p <br />LO <br />O <br />N N <br />L0 <br />� <br />c. <br />a 00 <br />1� <br />N <br />o <br />Z <br />L9 <br />7 V) 0 <br />z <br />E T- <br />m <br />m <br />E <br />co <br />U <br />c <br />a <br />_j Q <br />JOB <br />NO: 23-12160-12165 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />- - - - -- <br />1'C, I 11.1 il I I _ r.I�n- <br />