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m <br />rn <br />r <br />rr <br />17, <br />B <br />0 <br />0 <br />0 <br />m <br />LO <br />9 <br />Q <br />0 <br />0 <br />Ln <br />0 <br />N <br />M <br />N <br />0 <br />u7 <br />LO <br />c <br />0 <br />3 <br />a <br />N <br />! <br />Fx <br />E <br />E <br />0 <br />`0 <br />J <br />a <br />0 <br />x <br />J <br />c� <br />N <br />0 <br />5i <br />a <br />N <br />N <br />S <br />0 <br />W <br />0 <br />(n <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 />(TYP') VARIES <br />INSU <br />5/8" OR 1/2" HIGH---- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90- HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />1U-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />2 <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />o <br />° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />p <br />r- <br />D7158-CLASS G or H, or ASTM <br />- ; • <br />D3161-CLASS F, IN <br />° <br />ACCORDANCE w/ TABLE <br />- I <br />R905.2.6.1, FLORIDA BUILDING <br />- <br />CODE 7TH EDITION (2020) <br />8„ <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIESOML <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" S3 <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />•2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />0- NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />CV r ♦p <br />I ° <br />- Z_ <br />00 <br />s <br />ap <br />6 MIL VAPOR > <br />z <br />BARRIER <br />D•D —CN <br />COMP. SOIL. ° <br />(COMPACTED TO 95% - <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />ON #5 REBAR CONT. 1'-4" (1 STORY) <br />CHAIRS TYP. <br />STD. 90 HOOK SEE <br />4rr V-8" (2 STORY) <br />U.N.O. <br />U <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />• <br />P I AVERS-\ <br />I' <br />IL�II ll L <br />1'll��Jl I� <br />SEE A/S3 OR J/S6 `1 I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING OR -- <br />EXTERIOR WALL <br />SEE CC/S3 OR -� <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10)10d NAILS -� <br />TYP. <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />M <br />2x4 CONT: <br />I I <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH - ` <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. - <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8/0 x 10" "J" BOLT @ 24" O.C. W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"AY WEDGE ANCHOR <br />A.F.F. <br />@ 24" O.C.) <br />ELEV. 4-3 1/2" z <br />�31/2" MIN. <br />A.F.F. p <br />N <br />— — — — <br />-r/r <br />+-;;d_ <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(OR / GYP. TYPE X11 @ <br />OO <br />(U.N.O.) <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />.) <br />GARAGE <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 1U-0" (R302.11) <br />2"°016" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"xl2" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />INCLUDE THE WALL <br />2/,' <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />WWF OR FIBERMESH <br />1 /2"(min.)- 4" <br />(2) #5 CONT. j 4„ <br />jU.N.O. MIN. <br />TYPICAL BEARING WALL 0 STEP an SHEARWALL <br />"SHEAR WALL" <br />SCALE: 3/4"=1'-0" <br />GOr,.. 0L( <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />1U-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />cal <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />5/8"x6" "J" BOLTS BOLT <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6)1/4"x31/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />2x P.T. PLATE <br />r <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />_ �— ° ' <br />e D <br />co -0 o • <br />z <br />FINISH GRADE °O <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy=�4kssij <br />[GRADE 60 MIN. Fy= <br />25" MIN. LAP [30" MIN. LAP] <br />Z <br />°O <br />6 MIL VAPOR BARRIER � ° <br />R 1 7/8" � <br />_ <br />#5 REINFORCING BAR <br />z <br />' <br />r <br />#5 LAP SPLICE <br />COMP. SOIL.• • II� 11�11'�.il 1 <br />I • • PROCTOR TTF <br />I�II111 II�111= <br />. 11��1 �II�11�11� <br />FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />a e � GRADE <br />00 — ! — _ <br />EL <br />_ O (1) #5 REBAR w/ OPT. <br />I I I SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />1 <br />SEE A/S3 OR J/S6` _1L I I LIF,7-1 I t'J-r- <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALA& <br />• ' a INTERIOR <br />°.. 1 /2� <br />d -3o <br />M CONCRETE NAILS W 1 1/2 <br />J EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE <br />c m <br />fV T <br />Cl) 6 MIL VAPOR <br />BARRIER <br />•-, <br />• � :h�u�n= it <br />n�11-31 <br />1' <br />Pffi ,���.11.=� <br />• -�� 1n-4L�11�1 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />-' BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />w p <br />U <br />� e. <br />IL m . <br />w <br />W - <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N ci _ <br />WWF OR FIBERMESH <br />o. - �T 9 <br />T <br />(2) #5 CONT. =111„ <br />ON 3" CHAIRS <br />" " '" <br />I 10„ I (TYP.) 81-48 <br />#6 REINFORCING BAR #5 STD. 90 HOOK l <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />E REBAR DETAILS rF WALL w/ UPLIFT <br />S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" G <br />S3 <br />VARIES <br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. x CONNECTION INFO ° <br />SEE PLAN FOR xx <br />TOP OF BEAM & LAYOUT DESIGN ° - <br />° <br />SEE ROOF PLAN g - - -� °' ° ° <br />(2) HTS20 FOR STRUCTURAL _ II _ M <br />BEAM SIZE & �r <br />fV d <br />I CONNECTION INFOT. <br />' 8 <br />2x4 #2 SYP P.T. FRAMING w/ - <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 <br />z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 <br />w SCHEDULE <br />Cr a SEE TYP. WALL SECTION FOR ADDITIONAL <br />j in SEE PLAN FOR STRUCTURAL SLAB INFORMATION <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. <br />rM <br />SCALE:3/4"=1'-0" S3 <br />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />EXTEND FILL CELLS c' <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />-INSULATION PER CHART <br />Z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. ' <br />ON FLOOR PLAN <br />w <br />0 <br />SIZE VARIES PER PLAN <br />i <br />CONT. BEAD SEALANT <br />¢ <br />j <br />w/ MIN. (2) #5 VERTICALS <br />co z <br />GRADE <br />E <br />? <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 -cam., <br />w <br />SIZE AND REINFORCEMENT) <br />c7 Uj <br />• <br />WWF OR FIBERMESH ; <br />a w o <br />U <br />° " <br />BRICK PAVERS or SLAB PER <br />p o `n <br />• • <br />• • <br />z g <br />_ <br />„ <br />COMMUNITY SPECS <br />" <br />a <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG.rK <br />SCALE:3/4"=V-0" S3 <br />0-0 FIN. FLR.L% <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />0 <br />N <br />c <br />a•• o <br />�W <br />u aL_ C=) <br />y M O •- <br />•y <br />d <br />E s c <br />d�=a <br />� d d <br />o �•� c <br />>_ <br />0 <br />a <br />0 <br />v"P, O t vi.,y <br />v X <br />�16 <br />`r <br />S• c'C i'' Cs`' <br />4� <br />•%��°r,� OP1E S S E O <br />e'4"Otill'rltli�� <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 Daring <br />Engineers signature and seal. <br />� $ <br />o <br />v 6 OP <br />0 �, "o <br />ri �NC� LL <br />M or-M C J <br />a JLLti: u- a <br />x <br />11 13 <br />jZ —ate a <br />`°gam 00 <br />O' <br />ILW�2pjm w <br />Z1?5ClNZd0 <br />Z NOU 0 <br />W ❑ ❑ <br />z N p <br />z � fOD <br />z <br />N <br />Ur o <br />4-J N <br />V Q A <br />0 w s <br />N c <br />�N ZD <br />U) <br />U <br />w <br />r— — E <br />z <br />• <br />U o <br />Q Y <br />N 0 <br />CD <br />M <br />z <br />w <br />Z <br />M <br />J <br />Z <br />� <br />< <br />� <br />E <br />zo <br />wg <br />Zo <br />Za <br />E o <br />rt7 <br />23 EF <br />o <br />O <br />wo <br />0O <br />oz <br />� <br />Y t <br />az <br />s <br />w= <br />' <br /><z <br />OV <br />mo <br />ZLL <br />z� <br />m _I <br />ym <br />¢w <br /><p <br />�Z <br />0 <br />Wco <br />p <br />< g <br />aZ <br />� " <br />m <br />�°� <br />0, <br />o <br />Jz <br />w� <br />>� <br />Zz <br />a� <br />°3 <br />O <br />= <br />LO <br />LO <br />Q <br />cM <br />H <br />O <br />co <br />CN <br />r <br />co <br />VJ <br />m <br />m <br />QI <br />O N <br />0) <br />M No <br />r- <br />L0 <br />ai <br />T <br />O �— <br />r <br />CD LO <br />E <br />M <br />O in <br />o <br />Z <br />z <br />E N m <br />r`o <br />= <br />N <br />d <br />E ?i <br />U J Q M <br />c <br />-� <br />JOB <br />NO : 23-06145 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />