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L f -_1 _ y._ - - - _� a. ....W 1-' ._a _ALA. _ I .s �-I",jli�j.Lh <br />--_• •---a- - - — = - 1 �: _:: � -� L--° ..�. ;,;.1_.rJl,L - �.•L�LL.�Y' 11�L�1WLL IJ<_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 />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 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <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 />~ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />Cn <br />FOR MORE INFO <br />w <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 LAYER 1/8" THICK. <br />vvi —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" CONIC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />CV) <br />LL <br />U 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />=1NISH GRADE o0 <br />\—STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 114" <br />TYP 2—STORY WALL SECTION , <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />XE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1" " " <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <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 />F <br />WEEP SCREED <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2" I ° <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />e <br />15137 OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />LLI NOT FULL <br />HEIGHT SHEET <br />C <br />l!) <br />z <br />�1 L <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />Fr <br />SHEATHING Lu <br />W <br />1: <br />SOLID 2x o <br />C <br />BLOCKING @ALL <br />C <br />SHEATHING y <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />IL <br />C <br />x <br />w <br />x <br />E <br />w <br />2x STUDS <br />BEYOND.41 <br />SEE PLAN o <br />1\_2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IArAI I rl r 1ATln►1 r%IAnnAAA <br />2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB <br />4t"314 <br />„ "S" =NAIL 3/8" <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 PACING <br />FOR ADDITIONAL INFORMATION. v2" S In" <br />S v2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S <br />SPACER <br />BLOCKS <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'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <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 />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />e <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-1 r <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />B.U.C. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />PROVIDE CONTINUOUS <br />FLITCH PLATE TO w/ (2) 12d <br />(8)1Od NAILS TO <br />TOENAILS EA. END. NAIL FLITCH <br />BLOCKING FROM B.U.C. <br />STUD PER STRAP <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />TO MASONRY BELOW <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />(6)1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />LL <br />S6 <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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od 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 />/4 A' r <br />l 8" 1 � 1r81 811 CHAT CLEARANCE <br />3" <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0° S6 <br />ADDITIONAL SLAB INFORMATION. <br />SECTION X-X <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />1Od 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 )9" <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 X'. <br />H <br />? <br />OA 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 />Z <br />IL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. <br />QD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />r=n <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />Lu <br />w LL 1-- O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />O <br />'Q la- O O y <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />r~n O0 to m U. � <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />z N W O u-~ <br />MEMBER IF GABLE END <br />c <br />NOTE: <br />rc_`% <br />WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />4 <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 />O,o�FQ/pR <br />N� <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 HORIZONTAL- <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 />N •.• r '• <br />A. <br />s ., • -. ., <br />1�1�111�111 <br />I� i1 I w a' <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REC. 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 />4-4(2) <br />3 <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-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 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 />c <br />T <br />(3) # 5 REBAR ON 3" CHAIR 4" I V-8" <br />W/3" MIN. CLEARANCE 1 <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL INFORMATION. <br />C`4 c <br />tr o <br />O I+' <br />>� <br />O.� m <br />- 1° m >4 <br />r li o- <br />Cn- to C Q �o Jg <br />CV <br />CD <br />E <br />.CL <br />3 3 i <br /><a al w <br />rE <br />toa <br />� J <br />RO N 44, <br />� � N <br />�F' Z6N <br />0. <br />•.• - <br />F 0Q140 <br />SS11 <br />lllllttlti'�i� <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. 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