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l <br />1 1_ _ ' I I _ I — _ _ _ <br />_ I r <br />3 <br />W <br />I <br />N <br />i <br />a <br />N <br />2 <br />0 <br />Z3 <br />cn <br />0 <br />Co <br />0 <br />co <br />0 <br />I <br />rh <br />i <br />N <br />O <br />LO <br />0 <br />Q <br />N <br />0 <br />i <br />a <br />E <br />t— <br />W <br />d <br />E <br />`v <br />c <br />a <br />i <br />a <br />0 <br />v <br />0 <br />J <br />t� <br />N <br />N <br />S <br />0 <br />O <br />d <br />r <br />N <br />tL <br />LO <br />c <br />0 <br />w <br />m <br />0 <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <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)10d @ 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 OSB <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 />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEgi <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <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 />FOR UNDERLAYMENTED <br />STD. 90 HOOK (SEE DETAIL) <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 - [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 />~ <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />� <br />FOR MORE INFO <br />w <br />N <br />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 <br />LAYER 1/8" THICK. <br />�w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />- <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />8"&%16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />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 />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 />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st 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 1 ST 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 />IF BEAM OR GIRDER <br />,TE 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 />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />v 4"x4" INSPECTION PORT AT <br />IY a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />a AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING -SEE <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />d MUNICIPALITY <br />411to 6" BELOW GRADE <br />@ 4" 0/C, 2 ROWS STAGGERED <br />C•d <br />° <br />N <br />d 4'FINISH GRADE o0 <br />.. <br />FLOOR TRUSS SEE FRAMING PLAN <br />_ <br />Cl) �— I I _— I I I <br />ll <br />_ <br />— — — � <br />FLOOR TRUSS <br />SEE FRAMING <br />••� <br />6x6W1.4xW1.4 L—III—�— <br />A •� °. <br />'• n a ° ��=�- _ <br />PLANWWF <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />I I I �r�W <br />U= <br />ii; <br />OR FIBERMESH - <br />IIIIIIIII <br />A .. ,•�—I�_ <br />I <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I=I =I <br />O/C FOR THE 1ST 2'-0" OF <br />I I NAILS @ 24" O.C. INTO TRUSS <br />- <br />IIT I� I I STD. 90*HOOK <br />END WALL W! (2)10dx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR <br />4" <br />(SEE DETAIL) <br />V-8" <br />END INTO 2"x4"BLOCKING <br />IN KO BLOCK <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION J <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />REV.03.16.21 <br />SCALE:3/4"=V-0" S6 <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=1'-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" 0.0 <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TR <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 />LL <br />WEEP SCREED LL <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 W/ (8)10dx1 112" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=1'-0" <br />RIBBONS <br />m <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <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 1V-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 />a <br />A A• <br />.. da. CD <br />r <br />k':A i° .• <br />• a <br />— T I II I rl [r i rJ J� I r ' ' (3) #5 CONT. ON 3" <br />8" 1'-8" 8" 1CHAIR 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" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32"OSB <br />EXPOSURERE1LT <br />x <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER0 <br />FA <br />SECTION X-X IF <br />Wj NOT FULL <br />F HEIGHT SHEETI <br />Z_ <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />_T <br />15/32" OSB <br />EXPOSU <br />r <br />F11 <br />SHEATHING111 <br />w <br />x <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />o <br />C <br />SHEATHING <br />0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />av <br />C <br />x <br />Fxw <br />x <br />E <br />w <br />2x STUDS <br />w <br />III <br />I I i l <br />I II <br />BEYOND. <br />rp <br />SEE PLAN <br />0 <br />A \--2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM MAI I r-I r%1ATIPIAI MIAnnARA <br />3/8" "S" = NAIL 3/8•' <br />SPACING <br />S 3/4" S 1/2" <br />1/2" <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 w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />UFRTI('AI a1rx:KIN� <br />SECTION X-X <br />SFF �off, <br />N <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 X, <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 THAN Ye". <br />Im <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />C7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />= <br />u. x <br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />w LL O a <br />O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER <br />y ¢ � 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />00W <br />' D <br />u~i Orr m LL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N W p u- I- <br />MEMBER IF GABLE END <br />c y W <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & 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"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S44,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)1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED) <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 <br />WWF OR FIBERMESH <br />I <br />.:.d A „ s <br />—•- �--� • d - . <br />CV ' .A <br />A.- ..' <br />IIII <br />IIIIIIIIIIIIIIIII 9 <br />III-1 I I=� <br />(3) # 5 REBAR ON 3" CHAIR 4" <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 />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 />9'-16' <br />(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" 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 />m <br />FINISH GRADE <br />60 <br />r <br />-I I (= I I o z <br />i—t <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />N <br />O <br />N <br />L17 <br />O <br />.1-3 <br />> t. <br />C= o <br />C CO V <br />N <br />.. =u-a <br />y to C= <br />N p N -_ <br />Q.ram+C4 <br />3�Y <br />ao <br />m C L <br />E _ <br />s = <br />ca <br />3 m <br />� .d m .a <br />d <br />>= Q <br />rn a..a <br />= E <br />p- c, <br />a `tffitreclgiilr jr <br />r <br />:-�,_,� <br />.:�,.."•.•yam <br />oe <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 />� 8N <br />C <br />cm, �i <br />0 ? 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