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3 <br />v <br />x <br />w <br />I <br />CN <br />N <br />LO <br />i <br />J <br />m <br />L <br />�I- <br />v <br />0 <br />v <br />0 <br />a <br />rn <br />J <br />O <br />I <br />M <br />i <br />r� <br />N <br />0 <br />0 <br />0 <br />v <br />N <br />0 <br />i <br />Q <br />r� <br />0 <br />v <br />a <br />E <br />N <br />E <br />0 <br />_ <br />v <br />c <br />i <br />a <br />0 <br />0 <br />0 <br />v <br />ti <br />0 <br />Lo <br />45 <br />0 <br />0 <br />Cl- <br />to <br />O <br />LO <br />45 <br />0 <br />0 <br />w <br />m <br />o <br />co <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 />IF 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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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 />IL <br />INSTALLED PER. MANUF. <br />V. <br />C <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />C <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />15/32" OSB <br />T <br />EXPOSURERE1 <br />IN, <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />17� <br />REQUIRED PER <br />p SECTION X-X IF <br />U NOT FULL <br />HEIGHT SHEET <br />z <br />A I <br />G FLOOR SYST <br />M <br />, <br />(2)- 2x TOP PLATE <br />BEYOND I <br />EXPOSUREI <br />~ <br />F <br />SHEATHING <br />w <br />SOLID 2x <br />2 <br />0 <br />C11 <br />I <br />BLOCKING@ALL <br />0 <br />C <br />All <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />0-0 <br />C <br />x <br />E w <br />x E <br />2x STUDS <br />w <br />ITT <br />1111 <br />11 <br />11BEYOND. <br />I) <br />SEE PLAN <br />p <br />O <br />12x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM tAtAI 1 171 MIATInKI MIAs IAAA <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 1/2" <br />7� 1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING 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 />Lu <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THAN Ye". <br />? <br />l� 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 />0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />p <br />OSTAGGER <br />w/ 8d COMMON NAIL <br />J <br />LU <br />o LL Orr <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />Q O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q of 000 <br />z�- w <br />L <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />2 <br />— <., w 0 O <br />MEMBER IF GABLE END <br />LL U 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 />SI MPSON 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 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) 10d NAILS TO <br />TOENAILS EA, END. NAIL FLITCH <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />PLATE TO VERTICAL w/(4)BdNAILS <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 />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.FLOOR <br />SYSTEM <br />VERTICAL BLOCKNG <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 />BAFFLE <br />SCHEDULE - [RSHI - ON <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 & EXTEND <br />7 SIMPSON MSTAM36 <br />C <br />WALL SHEATHING INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d x1 1/2" NAILS <br />24" O.C. <br />SHEATHING TO <br />BOTTOM OF RIM <br />S6 <br />& NAILING SCHED. <br />CHART ON FLOOR <br />@ <br />PLAN <br />ALUMINUM DRIP EDGE <br />BOARD/BAND <br />REVISION 12-7-2020 <br />1 st 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 1 112" <br />1ONLY. 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 />NAILS OR DRYWALL SCREWS 7" 0/C <br />ATTACHED TO <br />JOIST AT EA. STUD <br />WALL PER STRAP <br />F�'0 OOP <br />CEILING & 8" 0/C WALLS <br />WALL SHEATHING <br />4" <br />WOOD TO MASONRY <br />�N <br />2-ROWS 12d NAILS <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ <br />O.C., 2 ROWS <br />STAGGERED @ 12" O/C EACH <br />DOUBLEATTACH <br />DOUBLE 2x TOP PLATE ATTACH 2x STUDS <br />S.P.F..P.F.T)SIMPSE-ATTAON <br />1x2NAILER <br />2ND FLOOR FRAME CONNECTION <br />rE <br />CONNECTION W/ MSTAM36 LL <br />FACE OR 3-ROWS 12d NAILS <br />TO OP SP2 <br />STAGGERED @ 12" 0/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />H <br />� w PLYWOOD SHEATHING <br />@WOOD 1ST FLR. SCALE: N.T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />S6 <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />--I NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />UPLIFT CAP = 928 PLF <br />16" O.C. W/ (2)12d <br />*�((2)12xHEADER <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 />o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1 <br />SEE PLAN <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />S4 <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />-� I- LAYER 1/8" THICK. <br />51 w <br />10d NAILS @ <br />INTERIOR HEADER: <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />" = <br />INSULATION PER <br />8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) <br />1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />ONLY <br />DOUBLE 2x <br />12d TOENAILS <br />• EXTERIOR HEADERS: <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />B 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.(. <br />12d TOENAILS <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />• OPENING LARGER THAN 4 FT: <br />SPACE INTO APPROX. EQUAL AREAS. <br />SPACER <br />(1) 2x SILL PLATE w/ SIMPSON <br />BLOCKS <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 OR FELT <br />2x STUDS TYP. <br />HEADER SUPPORT <br />- PAPER FOR <br />TRUS <br />NO. <br />OF JACKS & STUDS <br />MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />BARRIER <br />2x4 RIBBONS <br />TF <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 />WA <br />pFNiR <br />BEAM SIZE SACKS <br />EAEND SACKS STUDS EA END <br />SIMPSON <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />STRAP <br />1' 4' (1) <br />(2) (1) (2) <br />(1) LSTA30 <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />L <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL)-41 <br />4'4 (2) <br />(3) (2) (2) <br />(1) LSTA30 <br />"T" <br />CORNER <br />SEE PLAN FOR REQUIRED <br />9'-16' (3) <br />1 (3) 1 (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 />rN <br />DETAIL FLOOR TRUSS 0 <br />WALL HEADER DETAIL <br />rM <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />SCALE: N.T.S. <br />S6 <br />„_ ,- <br />SCALE: 1 1/2 0„ S6 <br />S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />J v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. o- AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />. 4 <br />Nea FINISH GRADE 00 <br />M <br />11, <br />1_—fL--I I —I I III _ _ <br />6x6 w1 Axw1.4 I 1-1 I I —I I I —I I I I a I I —II 1=1 I I —I I _ <br />"1=1 11=1 11=1 I I III 11 I-1 I I —I <br />WWF OR FIBERMESH -1 II I—III=1—I I I I a I I —III —I 1- T <br />1I— <br />�I II III ; III,;,III III \— STD. 90•HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <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 />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />O/C FOR THE 1ST Z-0" OF I I NAILS @ 24" O.C. INTO TRUSS <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 <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION IiIi R <br />PARALLEL TO MASONRY WALL 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 />THING <br />SECTION C/S3 FOR <br />SPECS 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) 1Od <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_I CD <br />..° ' ' •ahLI- <br />-III, , I I I I ICI I ICI 1 I I 1 11 I hI I='_ C) #5 W/ 3" ON . <br />8" 1'-8" 8" [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"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />2x BLOCKING HORIZONTAL <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 3116" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />, <br />Cl) ° ° .. A° <br />-III—III—III II <br />° <br />�IIIIIIIIIIIIIIIII 9 a A <br />° <br />(3)#5 REBAR ON 3" CHAIR 4" 11-8" <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 <br />- 00 <br />�IIF, 1 C:�?I�2 I <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />'N <br />A <br />o <br />i <br />Q cs <br />Ncmh 2+9 <br />n `4 <br />Li- <br />In <br />C-1 ru <br />m o <br />r"�... <br />G� to . •� <br />c� <br />� ro CM <br />lA CL a <br />o � <br />=° o <br />d ca <br />0 <br />a1�a �I49C�p4�a <br />�0IOVA� <br />�r un <br />CP <br />NN <br />To the best of the Engineer'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. 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 />11- O OM O <br />Q <br />N N 01 0 <br />. j 0 C N <br />0 N c0 <br />YI iii i` � J <br />�LLi� a <br />a Y <br />13z <br />— o <br />z m o <br />- W Fu -N 2 <br />W <br />1 <br />do c rn In <br />W In <br />Z a <br />,°°° Cl)Z K <br />N <br />Z ou �d <br />M <br />N C) <br />O O <br />o <br />z o�p N <br />z o � <br />J — <br />CL_ <br />E3 <br />N <br />U) <br />0 0 <br />Q) <br />w y <br />O LL,C) o <br />V <br />U <br />W J <br />— m <br />{ <br />8 <br />U 'o y <br />° <br />c U) <br />¢ 0 <br />C <br />o <br />Jz <br />w <br />J <br />zQ <br />t <br />Z <br />Z <br />§ <br />LL <br />E <br />zo <br />oo <br />zo <br />aN <br />E <br />o° <br />rodCU <br />o E <br />o <br />�< <br />0o <br />o< <br />mz <br />CID <br />o <br />o <br />wZ <br />s <br /><orr <br />mco <br />m j <br />J <br />F ! <br />z <br />zo <br />J <br />co 3: <br />U <br />a- <br />W <br />C) <br />m <br />=� <br />o <br />M <br />V <br />wW <br />aQ <br />>3 <br />o <br />d _ <br />zIQ <br />0 <br />O O <br />O <br />i <br />Om <br />m <br />ns <br />LO <br />LO <br />Cr <br />Q <br />U) Y <br />m <br />N <br />_ <br />L0 <br />C) <br />O N <br />LO <br />r <br />Q LO <br />r <br />w M r <br />LO <br />o <br />Z <br />(c <br />z <br />7 tl) <br />E r <br />`m <br />p <br />tl <br />E <br />U J Q p <br />JOB <br />NO: 23-06121 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />