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Cn <br />00 <br />00 <br />LO <br />LO <br />R <br />C;- <br />-4- <br />-5. <br />(.0 <br />0) <br />rn <br />Cq <br />C:) <br />00 <br />00 <br />LO <br />LO <br />41 <br />0 <br />311 <br />0 <br />-0 <br />-C <br />C> <br />9 <br />1.0 <br />0) <br />LO <br />LO <br />*j <br />-8 <br />C14 <br />tR <br />CN <br />CD <br />C-4 <br />E <br />E <br />r2 <br /><1 <br />5� <br />0 <br />15 <br />0 <br />01 <br />-2 <br />CD <br />CN <br />CN <br />C14 <br />CD <br />cli <br />im <br />Cn <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 PE-R— <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 WEI <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. WEI 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;�07 <br />AREAS, <br />'FLOOR SYSTEM <br />\�PER, PLAN <br />41 <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'O/C WALLS <br />1/2" GYP WEI <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.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />.7 <br />Cl) 01 -1 = <br />1EE1 I �._= <br />. .. A <br />= E 19 . <br />WWF OR I tt7�tl 11-11 —11 <br />6x6 W1.4xW1.4 <br />FIBERMES <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 />FRAMING SHEET FOR <br />SCHEDULE - [RSHI - ON <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 />LU PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />W <br />FOR MORE INFO <br />Uj <br />LU <br />3-.S9— 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 />_j Uj <br />D LU LAYER 1/8" THICK. <br />U_ M <br />,,4suL_#,,rION PER <br />CHART ON FLOOR PLAN <br />Y �R <br />rB <br />1\,��S6� <br />ETAL 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 />Cl) <br />U_ <br />LU <br />0 <br />-:j <br />4'W" INSPECTION PORT AT <br />= <br />0- <br />EACH FILL CELL TYPICAL <br />LU <br />U) <br />AT GARAGE CONTRACTOR <br />LO <br />C14 <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />/1,,- <br />410 6" BELOW GRADE <br />NISH GRADE <br />00 <br />\-STD. 90 H <br />(3) # 5 REBAR ON Y CHAIR OOK <br />W/3" MIN. CLEARANCE 4" V-8-1 (SEE DETAIL) <br />TYP 2-STORY WALL SECTION <br />REV. 03,16.21 SCALE: 3/4"=V-101" <br />S6 <br />I <br />SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <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' 1� \ <br />Lix <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 FRAME CONNECTION <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS@ 1 <br />2"x BOT. PLAT[ <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />I <br />FLOOR TRUSc <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 />u <br />LL <br />INSTALLED PER. MANUF. <br />U <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-10" <br />FOR ADDITIONAL INFORMATION. <br />@ WOOD 1ST FLR. <br />SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <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 />I <br />V� <br />"T" CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS <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 />FLOOR TRUSS SEE FRAMING PLAN <br />- <br />FLOOR TRUSS <br />OP <br />SEE FRAMING WEEP SCREED <br />C? <br />PLAN INSTALLED PER MANUF. <br />1 <br />\\-SIMPSON HETA20 W/(8) 10dxl 1/2" <br />2"X4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST Z-13" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. BLO KING& MIN. 4" EMBEDMENT <br />END INTO 2"X4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />) <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � �6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL (FLOOR TRU S S <br />SCALE: 1 1/2"=V-0" <br />NOTE: SEE TYPICAL WALL <br />SECTION CIS3 FOR <br />ADDITIONAL INFORMATION <br />2'j� <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.1 1) <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EA. STUD <br />2X P.T. PLATE <br />2 x STUDS @ 16" O.C. <br />.4 <br />W__ <br />-A 4 A <br />III - <br />SEE SHEATHING <br />SPECS ON FLOOR <br />-1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />O.C. W/ <br />EMBEDMENT @ 24' <br />2"DIA.X 3/16" PLATE WASHER <br />/ (MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />d <br />M, <br />I 4f, I MIN 7 <br />I- 1 11 - <br />' 0' �A <br />(3) #5 CONT. ON 3" <br />8' CHAIR W/ 3" MIN. <br />T <br />qCE <br />INTERIOR 2—STORY FRAME SECTION �'S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-1)" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15132" OSB <br />EXPOSUREI <br />Fl. <br />F—M <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />0 SECTION X-X IF <br />Uu NOT FULL <br />< HEIGHT SHEET- <br />U) <br />Ll <br />M <br />FLOOR SYSTI <br />4 <br />(2)- 2x TOP PLATE <br />I/- BEYOND <br />15/32" OSB <br />X <br />E POSURE1 <br />SHEATHING ul <br />LU <br />__ <br />_ <br />SOLID 2x U) <br />I <br />BLOCKING (d) ALL :1 <br />/1/ <br />SHEATHING 0 <br />W <br />EDGES(SEE <br />OPENING <br />I <br />1 1 <br />SECTION X-X) <br />Lu <br />i U <br />x �Lj <br />_x <br />uj <br />—2x STUDS Lu <br />BEYOND. = <br />U) <br />SEE PLAN 19 <br />I <br />I <br />11 <br />0 <br />- <br />U) <br />1 <br />x4 P.T. BASE <br />PLATE BEYOND <br />2x RIBBON OR VERTICAL \--&-JHORIZONTAL SEE PLAN <br />BLOCKING <br />BETWEENFLOOR WALL SHEATHING <br />SYSTEM IAIAI 1 rl rAIA'rl^Kl MIA/"%r%ARA <br />3/8" "S" = NAIL <br />SPACING <br />314" 1/2" <br />1 12' S <br />S r r - <br />1/2" <br />S <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 wl 7/16" <br />FLITCH PLATE TO wl (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 />SECTION X-X <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 Y811 <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />LLI <br />PENETRATE SURFACE MORE THAN Ys". <br />z <br />0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />@ NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/ 8d COMMON NAIL <br />Z <br />LL <br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. w] 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />Lu <br />U) <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />0 =) Lu <br />w LL 0 <br />cF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />, >� r C) a <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />< 0 0 U) <br />�3 0'0 '0 <br />, �_ 2 LL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />U) 111 0 LL <br />N LU 0 <br />MEMBER IF GABLE END <br />, <br />LL M LL <br />�_ U) <br />NOTE: <br />" " <br />1 . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 2 1/2 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />0, <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 />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />o 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 />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />L HEADER DETAIL <br />WAL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />2x BLOCKING HORIZON <br />@ INTERVALS NOT <br />TA <br />�. 1 1)� <br />EXCEEDING 10'-0" (R302 <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 />4XW . <br />WWF OR FIBERMESH <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1. 14 <br />A A <br />j <br />C"I <br />A' <br />4 <br />M 1 <br />.4. <br />A <br />A A. <br />— <br />—I I 1E1 I M I <br />A <br />.1 1EE1 114-:11 - ' - <br />A <br />R, <br />(3) # 5 REBAR ON 3" CHAI V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />STUD <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EAEND <br />EAEND <br />EAEND <br />EAEND <br />1-4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />_716' <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 />WEEP SCREED INSTALLED PER. MANUF. <br />AT EA. STUD <br />2X P.T. PLATE <br />00 <br />FINISH GRADE <br />---TTT---T- 00 <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />en <br />C) <br />CC) <br />0.0 <br />3 E_ <br />cz <br />0 LU <br />C=) <br />!El! <br />C11j <br />C=> <br />le <br />% <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 />0 <br />Lo <br />W <br />8.'D <br />CD E 01 [,- <br />co 8 �9 <br />0*0 u <br />1 0 <br />Lo <br />co s <br />t ? - LL <br />__0 <br />0 <br />U) <br />.4 <br />0 <br />0 r-- r-- -J �, a- <br />0 u_ CL <br />': _, 4 LL Ui Ue, <br />Co LL u- a. ui Z� <br />_j -d <br />Z <br />W C <br />-f-Do 0 <br />% -, <br />W <br />W <br />=5 _j <br />0 < <br />U) c� <br />z <br />a <br />co Z7, _j <br />u') Ce) z x <br />C"I < < <br />z <br />6 3 0 <br />W <br />[7 7 <br />(D <br />CN M <br />— Q <br />'o <br />< <br />V, <br />:g <br />0 <br />C) <br />L/I <br />LLJ <br />=) <br />Una <br />U) <br />U 4i <br />E <br />< 0 <br />In <br />M <br />F__ <br />z <br />z <br />< <br />_j <br />U_ <br />cli E <br />0_ 8 <br />E <br />-0 <br />cu <br />00 <br />z <br />C1 <br />E <br />Do <br />0< <br />-Z <br />.1 <br />cli <br />t <br />.0 <br />ra <br />co <br />< <br />z< <br />0 <br />Y " <br />z <br />aj <br />z <br /><0 <br />Z, zo <br />2< <br />Z. <br />W <br />< <br />j <br />C:) <br />z <br />ez-, <br />6j, <br />m <br />�0 <br />C:) <br />00 <br />.2 0 <br />_r <br />Lo <br />LID <br />12 <br />cc <br />M <br />C) <br />:3 cle) <br />0 <br />Cr <br />C) <br />U) <br />Cn <br />"r- <br />4_j <br />4_j <br />0 <br />0 <br />-0 <br />C4 <br />00 <br />04 <br />C:) <br />LO <br />00 <br />CY) <br />E <br />CNI <br />04 <br />z <br />E <br />cc <br />C <br />M <br />(L <br />E <br />0 0 <br />'a <br />JOB <br />NO: <br />22-02396 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />I Rfl, TIFT <br />