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:ZE <br />M <br />00 <br />00 <br />C14 <br />to <br />LO <br />C14 <br />LAID <br />=9 <br />LO <br />0 <br />39 <br />Cn <br />C14 <br />E. <br />E <br />1�2 <br />1 <br />r 7 <br />8 <br />P <br />9 <br />nC> <br />J� <br />0 <br />< <br />9 <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 />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/ 13/8" 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 W1 (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 W1 (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 SHALL,.o-- <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUy- <br />AREAS. <br />!_FLOORSYSTEM <br />1/2" HIGH STRENGTH OR 5/8" 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 & 8'0/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BO <br />BAND JOIST TYPICAL <br />TTOM 01 <br />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONIC, SLAI <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />0, <br />4 <br />E <br />Cl) <br />L ri= <br />6x6 W1.4XW1.4 <br />WWF 0 ERME H <br />R FIB <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 wl ASTM D7158-CLASS G or <br />H, or ASTM D3161 -CLASS F, IN <br />ACCORDANCE w/ TABLE R90526.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - 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 W1 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />PLYWOOD SHEATHING <br />_j <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />0 Lid <br />0 :C 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 />LAYER 1/8" THICK. <br />U) INSULATION PER <br />CHART ON FLOOR PLAN <br />(B �R <br />)fETiETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 NOOK (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 />LU <br />g 4"X4" INSPECTION PORT AT <br />._j <br />Cr a- EACH FILL CELL TYPICAL <br />UJI co <br />0- AT GARAGE CONTRACTOR <br />v <br />LO TO CUT BLOCK OR POUR <br />CNI <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />'4 4 <br />'44 da /FINISH GRADE <br />A <br />4 <br />I \-STD. 90 *HOOK <br />(SEE DETAIL) <br />(3) # 5 REBAR ON 3" CHAIR <br />W/3" MIN. CLEARANCE 4-f V-8" <br />TYP 2-STORY WALL SECTION ri <br />REV. 03.16.21 SCALE: 3/4"=V-101" <br />� S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO <br />-- ----- <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION, <br />S I M PSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 10d x 11/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL ------ <br />BAND JOIST <br />I --:,- ::: <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAIL <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) 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 />)F BEAM OR GIRDER <br />'END SHEATHING TO <br />�TE W/ <br />O.C. <br />)OR TRUSSOOIST <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 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 <br />rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />41 <br />00 <br />FLOOR TRUSS SEE FRAMING PLAN <br />175<1 I <br />C? SEE FRAMI WEEP SCREED <br />FLOOR TRUSS <br />NG <br />PLAN INSTALLED PER MANUF. <br />2� <br />9 <br />2"X4" CROSS BRACE @ 48' <br />-7 <br />SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)10dx3" @ EA, BLO KING& MIN. 4" EMBEDMENT <br />I <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />t <br />SEE DETAIL 21D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION ("' �R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLATE <br />(2) 1 Old @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSIc <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 />u <br />WEEP SCREED :Ul <br />r, <br />INSTALLED PER. MANUF. I r <br />U <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN, 4" <br />EMBEDMENT IN KO BLOCK <br />15/3 2" OSB <br />,V- <br />EXPOSURE1 <br />Fr <br />k <br />F <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X_X IF <br />Wj NOT FULL <br />HEIGHT SHEET--/ <br />co <br />z <br />L <br />4ST <br />G FLOOR SY <br />(2)- 2x TOP PLATE <br />BEYOND I <br />—15/32" OSB <br />EXPOSURE1 <br />SHEATHING Lu <br />Lu <br />SOLID 2x <br />0 <br />BLOCKING C ALL :5 <br />(6) <br />SHEATHING 0 <br />(SEE <br />OPENING <br />. —1 <br />1 SECTION X-X) <br />LU <br />0 <br />x <br />LU <br />_2xSTUDS uj <br />BEYOND. <br />SEE PLAN 0 <br />I <br />0 <br />A <br />W <br />\\,-2x'4 RT. BASE <br />\_�HORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />3/8" "S" - NAIL <br />@ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" �6 SPACING <br />FOR ADDITIONAL INFORMATION. <br />1/4" <br />S 1/2"- <br />0 <br />SINGLE NAIL EDGE SPACING <br />DETAIL (FLOOR TRUS ('0 <br />-0" <br />SCALE: 1 1/2"=1' <br />NOTE; SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR <br />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 />-0" (R302.1 1) O.C. W/ <br />EXCEEDING 10' EMBEDMENT @ 24 <br />SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />NAILS AT EA. STUD <br />TYP <br />ICAL TENSION 2600#.) <br />2 x STUDS @ 16" O.C. <br />2X P,T. PLATE 6 x 6 WIA x W1.4 WWF OR FIBERMESH <br />W'r <br />'4' <br />>4 <br />A <br />, k�� � <br />-11, WIM-ILtim- (3) #5 CONT. ON 3" <br />8'T 11-8-1 8"_] CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />S <br />DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />IFI-ITCH PLATE TO wl (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 />519011111[61ff�ffl <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 />0, 44�,� <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 <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />uj <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Yg". <br />cn <br />Z <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/ Eld COMMON NAIL <br />r Z <br />LL <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 />r = <br />W <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />uj 0 0� <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />r C) a <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, <br />F- 0 0 (n <br />:E Lt <br />@ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL <br />Iu <br />LU <br />MEMBER IF GABLE END <br />C6 <br />NOTE: <br />WALL SHEATHING INSTALL. <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR I -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 />INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS <br />ONLY <br />o EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />* OPENING LARGER THAN 4 FT: <br />(1) 2x S I LL PLATE w/ S I M PSON <br />LS30 w/ (6) 1 Od x 11/2" EACH SIDE <br />SEE PLAN FOR REQUIRED- - <br />CONNECTIONS <br />LOAD BEAR I NG/EXTER IOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />2x BLOCKING HORIZONT <br />AR*---\ <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 W1 6x6 W1AxW1.4 <br />'4A j <br />_21 1 <br />WWF OR FIBERMESH <br />.4 <br />N, <br />A <br />0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 2 1/2 <br />0 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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />T4 <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 />(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 />(3)#5REBARON3"CHAIR----I4'1j <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-101" <br />ADDITIONAL INFORMATION. S6 <br />V" <br />C%j <br />4= <br />cr <br />0- C-) C11j <br />= <br />LL_ >< <br />C-4 <br />(Wn <br />=L <br />"a' -IN <br />U CIP <br />ago <br />z� <br />L <br />F <br />tq t <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />. 0 <br />W <br />0 <br />A <br />0 04 <br />N 6 <br />0 C-" 00 <br />4 <br />cq �C? It- <br />_j - . u� U, <br />LL i <br />Q� <br />U_ <br />uU <br />a. 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