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C14 <br />C14 <br />LO <br />Cy_ <br />0 <br />-0 <br />-0 <br />< <br />C:) <br />LO <br />C:) <br />=> <br />C14 <br />rn <br />Cn <br />C) <br />LO <br />r <br />Lo <br />Cr <br />Ln <br />:t:; <br />0 <br />:_42 <br />izz <br />C14 <br />C) <br />E <br />F12 <br />co <br />E <br />0 <br />- 1 <br />-2 <br />r <br />I'n <br />C14 <br />C) <br />C14 <br />LO <br />LO <br />45 <br />C/) <br />CD <br />U-1 <br />< <br />D <br />M <br />-0 <br />w <br />>_ <br />ROOF FLASHING AND ROOF FLASHING <br />FOR UNDERLAYMENT <br />COMPONENTS TO BE IN ACCORDANCE <br />REQUIREMENTS SEE R905.1.1 <br />w/ R903.2, FLORIDA BUILDING CODE <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE wl ASTM D7158-CLASS G or <br />12 <br />H, or ASTM D3161 -CLASS F, IN <br />ACCORDANCE W/ TABLE R905.2,6. 1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION— <br />SCHEDULE - [RSH1 - ON <br />BAFFLE <br />F RAMING SHEET FOR <br />INSULATION P <br />SHEATHING AND FASTENERS <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE STRUCTURAL SOFFIT SHEET SS <br />CEILING & 8" O/C WALLS <br />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />1x2 NAILER <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />0 Uj <br />16" O.C. 2X S.P.F. STUDS <br />0 <br />7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />--- t <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />_j Uj <br />Z) LU <br />3RD LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ <br />= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />I <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 <br />B R <br />SQ. FT, OF FLOOR AREA & SEALED PENATRATION ARE / <br />A �fv� <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />-Q. <br />- <br />L <br />/—(14 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTE <br />SEAT <br />ER PLAN <br />///----jI­—­METAL <br />0 R FELT <br />PAPER FOR <br />MOISTURE <br />I . I . .1 <br />. I <br />BARRIER <br />I <br />1/2" HIGH STRENGTH OR 5/8 5/8" <br />GYP W6 (OR <br />P !.,q <br />GYP TYPE " X" @ GARAGE ONLY) W/ 13/8" 66�� <br />. <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />1/2" GYP WIB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />11 � <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />7 <br />E --A . <br />4 -i <br />'\A A4 <br />''A <br />4. <br />6x6 W1.4xW1.4 <br />WWF OR FIBERM S <br />A <br />STD. 90 1HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/11#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO <br />STUD e <br />2nd FLOOR W, <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1 Old x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------ <br />BAND JOIST <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAPW/(8) 10d x 1 1/2" <br />x <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 6" 0. C. <br />NOTES: USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />0 <br />LL <br />Uj <br />0 4"A" INSPECTION PORT AT <br />12� <br />m <br />0- EACH FILL CELL TYPICAL <br />Uj <br />a) <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />LO <br />TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />CURB DUE TO SLOPE <br />DECKING <br />ATTAC H E D WALL S H EATH I NG <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />410 6" BELOW GRADE <br />GRADE 00 <br />@ 4" O/C, 2 ROWS STAGGERED <br />-INISH <br />FLOOR TRUSS SEE FRAMING PLAN <br />'--STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAI R (SEE DETAIL) <br />W/3" MIN. CLEARANCE V-8" <br />4" <br />TYP 2-STORY WALL SECTION - <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />FLOOR TRUSS <br />60 <br />SEE FRAMING WEEP SCREED <br />9 <br />;�__ <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" F \—SIMPSON HETA20 W/ (8) 1 0dx1 112" <br />O/C FOR THE 1 ST 2'-0" OF 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 KR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 ­ - - <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSEE <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 />Lu <br />Lu <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />u) <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 <br />SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS)- ('0 <br />SCALE: 1 1/2"=11'4' <br />NOTE: SEE TYPICAL WALL <br />",� SEE SHEATHING <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />--1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 1 U-0" (R302.1 1) 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 />X <br />2X P.T. PLATE 6 W1.4 x W1.4 WWF OR FIBERMESH <br />AA <br />>4 A A <br />91 <br />:4 4 A I I 1EEI I F <br />(3) #5 CONT. ON 3" <br />— J <br />8 -81, 81, 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 />-171- IF <br />15/32" OSB <br />EXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET- nC <br />L 11 IL_ <br />FLOOR SYST M <br />(2)- 2x TOP PLATE <br />lr� BEYOND <br />— <br />TF T 7 _11-�--f—EXPOSURE1 <br />15/32" OSB <br />Lu <br />SHEATHING Lu <br />= <br />SOLID 2x Cn <br />1117-111 <br />11 �I <br />BLOCKING @ ALL 'n <br />C <br />@,\ <br />SHEATHING 0 <br />U) <br />EDGES (SEE <br />OPENING <br />SECTION X-X) <br />w <br />Q. 0 <br />R Lu <br />11 <br />IF RFx <br />E <br />LU <br />2xSTUDS W <br />111 <br />F11 IF—T <br />111 11 11 1 I�jj --BEYOND. <br />c=n <br />SEE PLAN <br />0 <br />111 <br />L11 LI <br />L J_ 11 —11 <br />7.7- <br />co <br />\-2�4 P.T. BASE <br />4 \_-(�)-jHORIZONTAL PLATE BEYOND <br />2x RIBBON OR� VERTICAL <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM I A I A 1 1 r-1 rl I A -ri ^k I MI A r'% A R A <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />3/4"1 1/2" <br />S /2" S <br />i2f� <br />7__ <br />S 1/2" <br />S <br />4S, <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FILITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ T O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ <br />O.C. W/ (2) 12d <br />16 <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ox� <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 />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THAN YB". <br />< <br />'Co <br />Z <br />(Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />r Z <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl Eld COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" C.C. wl 8d COMMON NAIL. <br />co <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />Lu 0 0� <br />1<� <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />3- >- � 0 a <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, <br />of 0 0 W <br />0 M -j D <br />2 LL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />U) I'l 0 LL <br />04 W 0 <br />MEMBER IF GABLE END <br />LL = <br />_u) <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />�, �6 &NAILING SCHED, <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />2"xl 0" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS <br />ONLY <br />EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <br />SEE PLAN FOR REQUIRED' <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP, <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />BEAM <br />2x BLOCKING HORIZON <br />@ INTERVALS NOT <br />� 11) <br />EXCEEDING 10'-0" (R302. <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 />V1.4xW1.4 <br />SLAB W/ 6x6 V <br />WWF OR FIBERMESH <br />A <br />4 4 <br />-�A <br />A 4 <br />4 <br />A <br />A <br />11 1=1 I 5_1 I A <br />71 <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X2 1/2 <br />Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1-4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'.9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />g'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <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 ASTIM 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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />oo <br />FINISH GRADE <br />oo <br />tT <br />C= <br />_j CD <br />_= '1�n, <br />(z L., C11) <br />C�4 <br />>�_ <br />cl- <br />CIA <br />cc <br />S! 11 <br />= <br />cz <br />r- r= <br />N <br />C'� <br />v, <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 71h Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />W 0 <br />W <br />'It E S N <br />0 0 Lo <br />cc, R q <br />N 6 0) <br />U <br />0 20 L5 <br />L� uj <br />CL LU <br />'L <br />6 co w <br />C j - g & <br />M LL LL <br />_j z <br />-6 OS <br />Z 75 q <br />:2 — 0 <br />1% (0 m Lu < <br />W - co <br />0 �; <br />W W C� 6 z <br />3 co X 0 L11 <br />< U <br />IL <br />LO z = <br />0 u) <br />13 04 < <br />z 0 d <br />W <br />(D <br />8 <br />< <br />Ul <br />Q) (D .2 <br />0-' <br />0 Lij <br />C_ <br />V) <br />E <br />o <br />- <br />Qo <br />c") <br />g <br />o' <br />5 <br />< <br />u_ <br />E <br />0 <br />U <br />FT r6 <br />CL <br />mo <br />oo <br />to E <br />< <br />6 < <br />z <br />-q-, 9� <br />-� <br />GO-M <br />C <br />< <br />� 2 <br />'o <br />o' <br />Z <br />�>j z <br />cc <br />co <br />z <br />w <br />1, <br />C) <br />-500 <br />M CD <br />0 <br />co <br />0) <br />2 <br />ca <br />1�� <br />"'zi- <br />CN <br />a) <br />F- <br />CD <br />C_� <br />M <br />co ILL <br />LO <br />E <br />60 <br />L) co <br />U) L) <br />cr) <br />co <br />+_j 0) <br />cv) <br />0 (0 <br />LO <br />co <br />U-) <br />:? <br />(0 <br />CN <br />M <br />Lo <br />a) <br />E <br />co <br />r U-) <br />6 <br />z <br />cc <br />z <br />E <br />E <br />0 'o <br />0 'D cu <br />_j < 0 <br />a) <br />_j <br />JOB <br />NO: 23-05707-05712 <br />SCALE AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />41 I'Ll' ILIM I W� kg,fiiil T I <br />