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0+ <br />3 <br />-o <br />Of <br />W <br />I <br />C> <br />0 <br />i <br />s <br />m <br />d- <br />r <br />0 <br />CV <br />0 <br />0 <br />.a <br />O <br />0 <br />I - <br />CV <br />C) <br />I <br />1 <br />0 <br />(10 <br />i <br />YC', <br />L <br />3 <br />0 <br />i <br />d <br />E <br />1.2 <br />Cn <br />E <br />co <br />2 <br />/ <br />Lz <br />E2 <br />Umoo+ <br />v <br />0 0 <br />vl <br />O <br />L) <br />U <br />a) <br />-a <br />a <br />/ <br />U <br />ri <br />v <br />z <br />y <br />0 <br />i <br />,o <br />U <br />0 <br />a� <br />LZ <br />N <br />0 <br />N\ <br />cV <br />i <br />0 <br />d <br />CV <br />C) <br />CV <br />N <br />0 <br />0 <br />Q <br />m <br />0 <br />(n <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 />I <br />INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C / <br />CEILING & 8" O/C WALLS / <br />1/2" GYP WB <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 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />07 <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <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 />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C <br />E �� ° <br />a. <br />° ,A ad <br />M I _ <br />II I=111=III=L III <br />6x6 W 1.4xW 1.4 I11=III-1—I 11=I I I a ° <br />WWF OR FIBERMESHI I �� IIIII I IIIII IIIII I I I II <br />III —III —III 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, 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 />SCHEDULE - [RSH1- 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 />w PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />W <br />Uj <br />o� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />w LAYER 1/8" THICK. <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <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 />v 4'W" INSPECTION PORT AT <br />w CL <br />EACH FILL CELL TYPICAL <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />v 410 6" BELOW GRADE <br />GRADE 00 <br />'t I I " IIIIII, ;'I I �' III" \—STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1 1'-8" <br />TYP 2—STORY WALL SECTION .1 <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO <br />STUC <br />2nd FLOOR <br />BEAM/GIRDE <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) 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 />1 st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8) 10d 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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 6" O.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 rN <br />SCALE: N.T.S. 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 />°O <br />SEE FRAMING WEEP SCREED <br />o z_ <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <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 R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <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 />WEEP SCREED <br />LL <br />LL <br />INSTALLED PER. MANUF. <br />C <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />C <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 />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6") <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />2x BLOCKING HORIZONTALLY ----GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) 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 />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />iF <br />ifl[ Kr —A <br />° <br />—I 11, r rl ICI I ill I I I I I ITILI 1— <br />CON <br />8' 1'-8" I 8 CHAIR <br />W/ 3" R W/ MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />n SECTION X-X IF <br />W NOT FULL <br />HEIGHT SHEET <br />C <br />U) <br />Z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />FF <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING CO) ALL :5 <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />aU <br />C <br />x <br />w <br />x <br />E <br />r- <br />2xSTUDS w <br />BEYOND. <br />SEE PLAN o <br />O <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 />3/8" "S" = NAIL <br />SPACING <br />S 3/4" S 112" <br />1/2" <br />Ilk <br />S 1/2„ <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 />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />VFRTI('A�y <br />SECTION X-X <br />T�7 <br />SFFA D0� <br />,H <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 Ye" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />Ow <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANY,". <br />U) <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />u- _ <br />© NAIL OPENING PERIMETER wl (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 />OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />wui O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />} a r O U <br />a MF-00(n <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 O� � 'aLL ¢ <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />9 N w O LL O~ <br />MEMBER IF GABLE END <br />W <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />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"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />;4i <br />1 (2) 2x HEADER SEE PLAN <br />S4 • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <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 />NiFR�0R <br />�G <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 />@ 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 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 j <br />`r WWF OR FIBERMESH <br />C= <br />f a. '.d a .. q <br />d ° <br />Cl)A. <br />711 I —I — I I e° a d. <br />IIIII IIIIIIIII 9 a <br />(3) # 5 REBAR ON 3" CHAIR I 4' I I 1 --8" I —I <br />, � n <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(g) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />(3) <br />(2) <br />(3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16' 0/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) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />u <br />m <br />C-4 <br />_r_— O <br />r <br />J J. <br />i <br />ni <br />� <br />-�D LLl <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 <br />Florida Building Code - <br />Residential 7th Edition. 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