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ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />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)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 <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" 0/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 />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 - [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 />w PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o z 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 />JI`w LAYER 1/8"THICK. <br />�w <br />Wes —INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />---METAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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)1 Od 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 />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE 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 />m <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cn <br />v 4"x4" INSPECTION PORT AT <br />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 CONIC. 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 />MUNICIPALITY <br />410 6" BELOW GRADE <br />@ 4 O/C, 2 ROWS STAGGERED <br />C <br />d' °... ° <br />FINISH GRADE 0044 <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />1_ "' °. <br />--- <br />I I—III—III=III= <br />SEE FRAMING <br />WEEP SCREED <br />6x6 w1.4xw1.4 . a ° <br />I I �—_III—III— I I 4 <br />_ <br />I I L —1- o Z <br />PLAN ,. <br />INSTALLED PER MANUF. <br />WWF OR FIBERMESH -III=L—III—I I d'. d <br />I- <br />— I <br />2 x4 CROSS BRACE @ 48' <br />SIMPSON HETA20 w/ 8 10dx1 1/2" <br />( ) <br />NAILS @ 24" O.C. INTO TRUSS <br />O/C FOR THE 1 ST 2'-0" OF <br />I , , fl1-1 I I I1-I I <br />' <br />STD. 90°HOOK <br />END WALL W/ (2)1Odx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR — — <br />W/3" MIN. CLEARANCE 4" 1'-8° <br />(SEE DETAIL) <br />END INTO 2 x4 BLOCKING <br />IN KO BLOCK <br />TYP 2-STORY WALL SECTION J <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />REV.03.16.21 SCALE:3/4"=1'-0" <br />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.( <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 />WEEP SCREEDLL <br />U. <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8)1Odx1 1/2" <br />NAILS AT EA, TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />SCALE:3/4"=1'-O" S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" ��S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />V_ 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 />TTT <br />' <br />'}�-jr'-j—r7 <br />I I <br />4 d <br />•.d/ra <br />• ° • % .a <br />1 ITI I I—L=1 I I-111-1 I —I <br />III I I I i 81-11 I- <br />8I I 8' <br />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" SSE <br />ADDITIONAL SLAB INFORMATION. <br />-del---� <br />15/3', OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />0 SECTION X-X IF <br />� NOT FULL <br />HEIGHT SHEET <br />/C <br />CO <br />Z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE <br />F <br />SHEATHING W <br />I <br />FF <br />M <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />co <br />EDGES( SEE <br />OPENING <br />I <br />SECTION X-X <br />aLu <br />C <br />x <br />W <br />x <br />E <br />w <br />2x STUDS w <br />BEYOND, w <br />SEE PLAN o <br />1 \-2x4 P,T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATEBEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I f 1 r1/ATlr%Kl MIAnrIARA <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/ 7116" <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 />SECTION X-X <br />SF p�/NOow <br />WN <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />W <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANYe". <br />W <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />c0 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />a= <br />O w <br />(JD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />v=i <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />U <br />J <br />w/ 8d COMMON NAIL <br />- LL 1. O <br />) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />� O in <br />F al-00v� <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 H m a � <br />O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 6 O ~ <br />MEMBER IF GABLE END <br />LL a <br />NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <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 />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />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 />yo <br />NQ <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 HORIZONTAU4----\ <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 />`r WWF OR FIBERMESH <br />C . • d. '. •d d .. e a <br />:.d <br />Cl) <br />I_I I I_ I I —I I d <br />III —III —I II III <br />-III— � I —III e �.I <br />-IIII�IIIIIIIII d d— <br />I' I III-1 I I=1 I I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 _g <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />Im <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 />SIMPSON <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)(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />)LYWOOD 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 />00 <br />FINISH GRADE <br />— 1 <br />III„I o <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />0 <br />cli <br />N <br />to <br />> W <br />N <br />�=o <br />Q- g O <br />=�enx <br />ea o <br />rn fl o <br />Q CV <br />m <br />E <br />to as °� d <br />' Ln- <br />cc <br />=jn <br />lC p <br />CY- � <br />go vy, <br />nr��/ <br />'fin • V } °b <br />\/' <br />lb <br />C ) <br />.rya <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 />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />I' W <br />d' E <br />/Q <br />V <br />N o <br />Y .00 07 N r <br />0u <br />0) <br />='0°0-- G <br />U) h ^ <br />FA <br />4 <br />J <br />m v - a <br />N 5 J <br />Co J <br />u LL 52 W <br />a <br />Z <br />0 <br />'u W <br />m C a 2 <br />W <br />L @ 9 <br />w . 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