Laserfiche WebLink
CD <br />-4- <br />2 <br />0 <br />C/) <br />0 <br />-0 <br />-2 <br />�2 <br />H <br />.2 <br />16 <br />0 <br />01 <br />LZ <br />C111 <br />04 <br />C�- <br />00 <br />15 <br />C14 <br /><1 <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />12 <br />INSULATIO <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 112" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WIB <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUV <br />11, <br />AREAS, <br />FLOOR SYSTEM <br />ER PLAN <br />0 <br />7m//� <br />7\P <br />4 <br />1/2" HIGH STRENGTH OR 5/8' <br />GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />1/2" GYP WB <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 F <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />4 <br />= E A A <br />4 <br />C14 —]]I— . .. A. '\'A A4 <br />T19 <br />-, 1=1 I 1=1 I I= <br />A '. <br />:A <br />I KI <br />6X6 W1.4XW1.4 <br />4 <br />I�E�i 1511511 1E I <br />WWF OR FIBERMES�H —11 -.7- <br />A <br />_TI FII-=T I [=-I III <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE W/ ASTM D7158-CLASS G or <br />H, orASTM 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 />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />UJI <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />Uj <br />Uj <br />= <br />3�� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />MET AL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />LU <br />LAYER 1/8" THICK. <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />(" B�R <br />M*� <br />���S �6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />LL_ <br />LU <br />0 <br />fi <br />4"x4" INSPECTION PORT AT <br />M <br />a_ <br />EACH FILL CELL TYPICAL <br />LU <br />U) <br />AT GARAGE CONTRACTOR <br />LID <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />INISH GRADE <br />00 <br />\-STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAII R (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2—STORY WALL SECTION <br />REV. 03.16.21 SCALE: 3/4"=1'-0" <br />S6 <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL ------ <br />BAND JOIST <br />*S I M PSO N LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL' <br />'N \ <br />SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <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 />'IT" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />SCALE: N.T.S. <br />� �6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />CID <br />-1 <br />SEE FRAMING 4. --WEEP SCREED <br />C) z <br />2 <br />PLAN INSTALLED PER MANUF. <br />P\ <br />__F \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />BLOCKIN <br />E N D WALL W/ (2)1 Odx3" @ EA. G & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />at <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />I <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" "",,,,�6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' <br />2"x BOT. PLAT[ <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRL <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 />WEEPSCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=1'-0" <br />ffM1101 <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=l'-O" <br />�6 <br />NOTE: SEE TYPICAL WALL <br />� <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" (R302.1 1) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 W/ (10) 1 Od <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_ --a.- <br />'d A <br />V-�'(3)#51CONT.ONT' <br />1'-8" 8" CHAIR W/ 3" MIN. <br />_8" <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />15132" OSB r —ii ii <br />EXPOSURE1 <br />SHEATHING <br />F <br />F <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />W <br />0 SECTION X-X IF <br />W <br />Lu <br />NOT FULL <br />M <br />U) <br />HEIGHT SHEET- <br />I nc <br />F <br />0 <br />. .:5 <br />Go <br />0 <br />z <br />L ji 11 <br />EV <br />FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />—]I--- <br />F T7 _117�_J <br />—15/32" OSB <br />G__ <br />EXPOSURE 1 <br />SHEATHING UJ <br />W <br />7 <br />SOLID 2x <br />­4) <br />BLO KING @ALL <br />C <br />SHEATHING 0 <br />U) <br />EDGES (SEE <br />OPENING <br />IL <br />SECTION X-X) <br />0 <br />il <br />III dFx <br />— — <br />L 111 <br />1 <br />IIF RFx <br />E <br />w <br />2x STUDS LU <br />--BEYOND. <br />:z <br />U) <br />SEE PLAN 0 <br />.:3 <br />0 <br />-111 <br />H I Ll <br />111 11 11 _11MR-7 <br />\-2x4 P.T. BASE <br />4 \—&JHORIZONTAL PLATE BEYOND <br />2xRIBBONOR�/ VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAJAI I r-I r-A1A'rI^kI MIA^rnARA <br />NAIL 3/8" <br />3/8" <br />SPACING <br />3/4" 1/2" <br />1/2" S <br />S <br />r 7r <br />S —1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />1 LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />IFLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O�C. <br />STAGGERED FOR SHEATHING <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 />Ld <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />z <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL <br />Z <br />u_ <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />LU <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C, <br />w/ 8d COMMON NAIL <br />_j <br />0 W <br />W U <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />1:: 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />< x 0 0 'n <br />0 U) co ­1 Z) <br />Cf) LL <br />co u- <br />G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />UJ 0 <br />0 <br />MEMBER IF GABLE END <br />= a� <br />Y= <br />_U) <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />?/0' <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 />1. <br />2 X10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />§ <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <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) 10d 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 />2x BLOCKING HORIZONT <br />k"-y <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302. <br />11) �' <br />5/8"DIA. x 10" "J" BOLT W1 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 />WWF OR FIBERMESH <br />E 4'. <br />A A <br />C14 <br />4. <br />I I I M I Ia A <br />IE A. <br />E <br />A <br />. . A <br />-11 =I I I= <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 />SIZE <br />KS <br />STUDS <br />- <br />JACKS <br />STUDS <br />SIMPSON <br />EA ND <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 />9'-16' <br />(3) <br />(3) <br />1 (2) <br />1 (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 ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. F I RST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 W/ (10) 10d NAILS <br />AT EA, STUD <br />T. PLATE <br />2X P <br />WEEP SCREED INSTALLED PER. MANUF. <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />FINISH GRADE <br />00 <br />C= <br />00 <br />C%4 <br />Q <br />Lj C3- <br />I., M <br />CN <br />>< <br />LL- C�_ <br />cc C= <br />-0 " <br />2 = cc <br />CIL) <br />-e Zx <br />4D <br />-a, <br />E <br />C2, <br />.. .... <br />C-3. <br />> �e' C14 <br />r C14 <br />r <br />_u <br />0 F C' S 0 <br />E <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />s <br />the tructural engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 0 <br />0 <br />Lo <br />co C CID I­ <br />.0 01 <br />0 <br />P�-'R <br />1% <br />0 <br />04 0 4t <br />C _j L� <br />-0 CL <br />C <br />W <br />f :2 9 0 <br />0 <br />W <br />0 2 <br />CD M <br />z <br />- �� Zo <. r� <br />LID <br />< 0 <br />< <br />z <br />0 U) <br />W <br />0 <br />CID <br />= �� <br />V) <br />0 <br />LU <br />WU <br />— 2 <br />0 <br />Ln <br />V) <br />LU <br />U) <br />I- <br />RIM <br />U <br />0:� 0 <br />U) <br />C:c M 0 <br />-140 <br />" <br />r- <br />C:) <br />CID <br />Cl) <br />U_ <br />E <br />z- <br /><� <br />cd- <br />E <br />CU <br />20 <br />00 <br />0, <br />1zCD <br />E <br />C14 <br />�z <br />1z <br />I <br />.0 <br />�Z� <br />z <br />2. <br />Cn <br /><0 <br />mom <br />son <br />3: <br />3: <br />0 <br />W <br />�0 <br />0. <br />zi< <br />00;� <br />C: <br />2 <br />3z <br />> LO <br />C <br />T <br />C9 <br />0 <br />L_ <br />>1 <br />co <br />co <br />U) <br />co <br />LO <br />0 <br />-2 <br />r", <br />co <br />C14 <br />C) <br />N d <br />U) <br />< <br />CN <br />r <br />E <br />C: <br />co <br />0 <br />z <br />:3 <br />E T_ <br />T <br />cc <br />ca <br />E <br />0 0 <br />_j <br />�10 _C6 <br />< 0 <br />_j <br />JOB <br />NO: <br />22-09404 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />I TTI I r__ <br />