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SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION, <br />SCALE: N.T.S. <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1^" ^ ^ <br />2"x BOT. PLATE <br />(2)10d @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSS <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 />o <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 — <br />EXPOSURE 1 x II <br />SHEATHING <br />PROVIDE II II <br />BLOCKING AS <br />REQUIRED PER II D II <br />1 SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET C II II <br />III II <br />JI <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />1 <br />15/37' OSB <br />F <br />EXPOSURE1 <br />W <br />SHEATHING <br />IIII II <br />SOLID 2x <br />III <br />C <br />III II II II I <br />BLOCKING C ALL <br />C <br />SHEATHING <br />EDGES (SEE <br />III <br />OPENING <br />ECTI N X- <br />III <br />C <br />III x <br />II II <br />�w <br />II <br />1I1x <br />E <br />_ <br />2x STUDS w <br />III <br />III II II II <br />BEYOND. f=p <br />SEE PLAN M <br />IIII <br />I I II I <br />�� II II I I <br />IILI <br />LI <br />L 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 WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION g <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 �$ SPACING <br />FOR ADDITIONAL INFORMATION. <br />I �* 3ra^ <br />112" <br />SINGLE NAIL EDGE SPACING <br />S 1/2" <br />S 1/2" <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 }6^ <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />W <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANY". <br />_ <br />OA NAIL AT BASE 2 ROWS a 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS C 4" O.C. w/ 8d COMMON NAIL <br />= <br />Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/8d COMMON NAIL. <br />u=i <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w O <br />w/ 8d COMMON NAIL <br />PLYWOOD SPLICES @ HEADER NAIL SHEATHING TO HEADER <br />rO <br />- <br />F <br />}c d <br />w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />g LL M' <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— NIz w O O <br />MEMBER IF GABLE END <br />- U) LL <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2112" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8", <br />SIMPSON LSTA24 STRAP w/ (8)1Old x 1 1/2" <br />B.U.C. <br />AT ALL PANEL <br />LOCATIONS SHALL BEBLOCKI <br />HALBEI MIN 20 #2 <br />FOR UNDERLAYMENT <br />NAILS TO STUD & (8)10d x 1 1 /2 TO BAND <br />SPFTURNEDVERTICALw/7116" <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />REQUIREMENTS SEE R905.1.1 <br />JOIST AT EA. STUD <br />PROVIDE CONTINUOUS <br />$ 10d NAILS TO <br />( ) <br />FLITCH PLATE TO w! (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 />' <br />2nd FLOOR WALL <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />STUD PER STRAP <br />PLATE TO VERTICAL w/(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 />(2) Bd NAILS @ 3" o.c. <br />STAGGERED FOR SHEATHING <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />(2)10d @ 6" O.C. <br />SYSTEM <br />VFRMAI "I rx Kwn <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 />PFLOOR <br />(2020) RESIDENTIAL <br />BAND JOIST <br />INSULATION-— <br />ROOF SHEATHING SEE <br />NOTES: * USE <br />BAFFLE <br />SCHEDULE - [RSH) - ON <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 &EXTEND <br />SIMPSON MSTAM36 <br />rc <br />WALL SHEATHING INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d x1 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 />1\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 <br />( ) <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 MANSONRY <br />T <br />NAILS OR DRYWALL SCREWS 7" O/C I <br />ATTACHED WALL SHEATHING TO <br />JOIST AT EA, STUD <br />WALL PER STRAP <br />`s <br />FFp �pl'L <br />CEILING & 8" O/C WALLS <br />(2) TOP PLATE W/ 8d @ 4" <br />WOOD TO MASONRY <br />�N <br />2-ROWS 12d NAILS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS <br />o.C.,2ROWS <br />2ND FLOOR FRAME CONNECTIONSTAGGERED <br />rE <br />CONNECTION W/ MSTAM36 <br />rLL <br />@12"O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />1x2 NAILER <br />STAGGERED @ 12" O/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />PLYWOOD SHEATHING <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />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 />/12d <br />SHEATHING JOINT <br />FOR MORE INFO <br />SHEAR CAP = 355 PLF <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />La „ J <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />REQUIRED CONNECTION <br />16" O.C. 2X S.P.F. STUDS <br />0 � O <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <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. 3RD <br />�+ <br />3/4' PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />L <br />J <br />w <br />LAYER 1/8' THICK. <br />1 Od NAILS @ <br />INTERIOR HEADER: <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />L` s <br />INSULATION PER <br />8" O/C TYP BOX HEADER (1) 2x SILL PLATE W/ (2) <br />1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />ONLY <br />12d TOENAILS <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />g 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 />HEADERSUPPORT <br />' <br />PAPER FOR <br />TRUS <br />N0. <br />&STUDS <br />MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />• <br />BARRIER <br />2x4 RIBBONSF <br />O'�F <br />FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS <br />4.1 <br />1/2"HIGH STRENGTH OR 5/8" GYP WB OR 5/8" <br />R/oA <br />N/NG, <br />SIZE JACKS <br />� BEAM EA END <br />STUDS JACKS STUDS SIMPSON <br />EA END EA END EA END <br />GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />STRAP <br />1'4 (1) <br />(2) 1 2 (1) LSTA30 <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />4'-9' (2) <br />(3 (2) (2) (1) LSTA30 <br />"T" CORNER <br />SEE PLAN FOR REQUIRED <br />97-16' (3) <br />3 (2) (3) 1 (2) LSTA30 <br />1/2" GYP WB <br />8"x8"X16" CONC, KNOCKOUT <br />CONNECTIONS <br />INSTALLATION PER <br />BLK. 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 <br />TRUSS 0 <br />WALL HEADER DETAIL <br />rM <br />BAND JOIST TYPICAL <br />SCALE: N.T.S. <br />S6 <br />SCALE:1 1/2"=l'-0" <br />S6 <br />S6 <br />ARCHITECTURAL <br />c <br />N <br />M <br />6x6 W1.4xW1.4 <br />WWF OR FIBEF <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />� (L EACH FILL CELL TYPICAL <br />r FINISHP GRADE <br />I����il�ll•°Ili n I�11111111 l 11 - <br />BASEBOARD N TO CUT BLOC R POUR <br />' [ <br />(3) # 5 REBAR ON 3" CHAIR 1_ 1 •—STD. 90 *HOOK <br />"T (SEE DETAIL) <br />W/3" MIN, CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />e <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" <br />O/C FOR THE 1ST 2'-0" OF I i NAILS @ 24" O.C. INTO TRUSS <br />I i <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR —91 <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 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />n <br />ITT f i l- <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" 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 />in <br />V • • �T <br />�'Q • Tf[ T[T <br />I I I� , �LLrLLLmJ11mLl Ir ' (3) #5 CONT. ON 3" <br />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" QS6 <br />ADDITIONAL SLAB INFORMATION. <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (13302.11) <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 F <br />WWF OR FIBERMESH <br />•'• <br />III —III —III II A <br />-1 I I —I � I —III • <br />I --- <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 />oQ <br />T- <br />IIII;II 49 <br />(3) # 5 REBAR ON 3" CHAIR JI 4" I V-8" I <br />W/3" MIN. CLEARANCE L 1 <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 <br />N <br />0 <br />N <br />O <br />O <br />C <br />E ItiJ S�,' -'�'r <br />vG, <br />• <br />F' e <br />* : No £i75U <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifiations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlal 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 />0) <br />Ul) <br />h <br />o9�Iu, <br />C5 C _ LL <br />d <br />a <br />LL W <br />rNv <br />a'U643 <br />LLLLL <br />O <br />2 <br />L '9 F,° g <br />Oa <br />W <br />� 0 <br />m <br />Wrnrngqd�d <br />Z <br />N <br />�O <br />r,Z <br />p V is _j <br />WLL <br />Z <br />00� <br />0 <br />z N <br />z � <br />z <br />a N <br />�4 <br />N <br />.5 <br />LL <br />N <br />0Q) <br />t/) <br />c <br />U <br />W <br />J <br />I~ <br />mf <br />z <br />U <br />Q <br />c <br />¢ Y <br />N 0 <br />� <br />� <br />M <br />W <br />Z <br />LL <br />E E <br />o <br />=® <br />Q <br />� <br />R <br />OV <br />z <br />I— <br />�8 <br />o <br />N <br />.w4.+% ro <br />4 q <br />m `s <br />Z <br />5 ra <br />CDC <br />� �zLL <br />H <br />o <br />a <br />J <br />$� <br />z <br />�Q <br />a <br />W <br />CL <br />w ... <br />OW <br />�s <br />x5 <br />�o <br />c <br />in O <br />> <br />Cn <br />_co <br />0 <br />O> <br />LO <br />r <br />O <br />M <br />Co r <br />�.. <br />V <br />O <br />50 <br />( f� s <br />m <br />O <br />Q <br />T <br />T <br />04 <br />CO <br />Q <br />N <br />O <br />O <br />� <br />LO <br />r <br />C)M <br />0 <br />M <br />Z <br />j O <br />E <br />y <br />N <br />? <br />M <br />a <br />E <br />o <br />ca _j <br />N <br />e <br />c <br />JOB <br />NO: 22-01571-01566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />MIN. 2500 PSI CONC, SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />