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3 <br />-v <br />i <br />0 <br />v- <br />0 <br />0 <br />N <br />I <br />0 <br />cV <br />J <br />0 <br />co <br />0 <br />I <br />0 <br />L0 <br />0 <br />I <br />CV <br />i <br />v <br />C <br />Cr <br />Cn <br />0 <br />N <br />I <br />co <br />110 <br />CV <br />J <br />O <br />co <br />0 <br />I <br />C) <br />0 <br />L0 <br />Cn <br />I <br />v <br />v <br />a <br />C <br />L <br />Q <br />a <br />co <br />E <br />0 <br />0 <br />v <br />J <br />a> <br />tZ <br />In- <br />0 <br />v <br />L <br />0 <br />U <br />Q <br />0 <br />0 <br />r1 <br />z <br />I <br />i <br />C <br />0 <br />v <br />U <br />N <br />T7 <br />N <br />N <br />LO <br />v <br />0 <br />0 <br />a <br />N <br />N <br />LO <br />v <br />0 <br />Q <br />m <br />co <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 I <br />INSULATION PER <br />CHART ON FLOOR / <br />PLAN �// <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />� V V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />1 Rd Tnr-NAII 4 T R R <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 I r I /,- 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. d <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' <br />MOISTURE BARRIER <br />SHINGLE ROOF, SHINGLES TO a . <br />BE IN ACCORDANCE w/ ASTM <br />-'�1'I — m . ° ° I=I I— I —I 1= <br />MITI --DTI= " 1 I�7Tf=1Tl=' T <br />D7158-CLASS G or H, or ASTM '11=1 I = p ° ♦-I I -I 11- <br />D3161-CLASS F, IN - <br />ACCORDANCE w/ TABLE_- <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION 2020 r _I <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT <br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <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 />rl PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M 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 />'� <br />a NOTE:EXTEND <br />W1 AXW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />DECO <br />"FIBERMESH" <br />GRADE <br />` ° y \ I <br />M <br />Z <br />0 <br />— <br />D <br />- <br />I <br />6 MIL VAPOR D <br />BARRIER B 4 I� <br />= = z ; <br />,I p <br />I <br />COMP. SOIL. T ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />MIN. CLR. <br />(2) #5 REBAR CONT._/3" <br />ON 3" CHAIRS TYP. V-4" (1 STORY) <br />HOOK (SEE <br />U.N.O. 4 " V-8" 2 STORY <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND - <br />GG <br />S3 <br />GARAGES <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />i 1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />I I <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6)1/4"4 1/4"TAPCONS <br />*SIMPSON SP1 <br />I I SPACED EVENLY <br />w/ (10)10d NAILS <br />2x P.T. PLATE <br />TYP. <br />.- I <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />Z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />llil III II II!-11!I M ?' <br />NOTE:- <br />V, ,i <br />a!_� <br />*FOR BEARING WALL <br />{=III i I 1 ! -! l I-=i I I- <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTIONI I' —I <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1A <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />. ' a ' ' � GRADE <br />a <br />co _ -_ � __ _ � - _- • -rrr � I � � rrrr-Trr-T= <br />#5 REBAR w/ OPT. <br />-_ (II I I �=r1I II 1=. 1=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY EXPANSION JOINT _ <br />CONCRETE SLAB 14" 13" <br />PAVERS O.H.D. RECESS z O.H.D. RECESS - <br />, <br />M ,�— <br />M <br />I : ,IL=�LI=1 I I •. I I 1=1 11= �' �= I F�IT_h ',. �, `�..�. _ 1T�1I � I — <br />1I—I I LC? _ <br />III Iil— h11 1f1= <br />SEE A/S3ORXS6 �I ITI ,I,IiI�I= SEE A/S3ORJ/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) <br />1' T-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8 x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />c <br />.: <br />— D °, <br />T ° <br />6 MIL VAPOR BARRIER 0—T 1 I P <br />-III I • .• o . <br />a <br />IV <br />I I I I I I I I <br />17-4 <br />I I 1 1 I I I I <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 92 SPF 5/8"OR 1{2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %8' GYP. TYPE @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT OM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />SIMPSON SP2 w/ TOP PLATE <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10} 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" AIN (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL x W1.4 <br />24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS i2'� � 6 x 6 W1.4 <br />O WWF OR FIBERMESH / WWF OR FIBERMESH <br />ELEV. 4-3 1/2" 31/2"MIN, 31/2"MIN. <br />A.F.F. p <br />LL / <br />o z ° ,in.)- 4" <br />31 /2"(min. - 4" _ - -� -00 <br />III= 31 /2"(min .) - 4"I- <br />-ITI—I I = I r <br />-T=11 I —I <br />�I I f1•=11=_=_1 I 1=1 -1 I f_= �_ -1 I —I I I i—ITI=1 1=1 11= <br />(2) #5 CONT. 4„ -j 4;,' m "' 8„ (2) #5 CONT. 4 4 8 <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL aC� STEP (CD SHEARWALL ( C 1 TYPICAL BEARING WALL a@ STEP <br />"SHEAR WALL" <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />SCALE: 3/4"=V-0" <br />.0 <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 I <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />3RD LAYER 1/8" THICK. 1 0 K.O. BLOCK <br />SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD <br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />WEEP SCREED INSTALLED BAR �\ <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30"MIN. LAP] <br />21 R 1 7/8" <br />r #5 REINFORCING BAR —� <br />I� 1�1 I11= r #5 LAP SPLICE <br />1 I I1=TI1=� <br />-1 I I TTT <br />COMP. SOIL. (COMPACTED TO ° <br />95% MODIFIED PROCTOR ASTM <br />D1557) <br />4" 1'4' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD, <br />1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALANT <br />INTERIOR <br />a d .. -31 /2" <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" Q.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />a <br />E c <br />— P <br />— <br />M 6 MIL VAPOR � - <br />BARRIER- <br />' <br />'=,III��IIIIIII� I III <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�:-1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />6x6W1.4xW1,4 ice, <br />WWF OR FIBERMESH <br />K <br />S3 <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR _ _ _ x x <br />TOP OF BEAM <br />(2) HTS20 <br />0'-0" FIN. FLR.Ab,Nv <br />_ ^ _ <br />SCALE: 3/4"=V-0" <br />NOTE: <br />SEE SECTION C/33 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />w END OF 2" x PLATE <br />0 <br />W ° <br />0 <br />a=I�1—I�I� � • 6LU <br />p . <br />CC <br />S3 <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 _ <br />WWF OR FIBERMESH <br />_I <br />III 111=111=111=' r <br />(2) #5 coNT.-1 11=1 <br />ON T' CHAIRS <br />(TYP.) 8" 1'4„ 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1 A x W1.4 <br />' SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />FOR TRUSS I <br />�N a <br />M <br />INFO CONNECTION <br />& LAYOUT DESIGN '; <br />- <br />SEE ROOF PLAN <br />FOR STRUCTURAL I <br />o <br />.' I_I=I I 1 I <br />BEAM SIZE & <br />_ ,I E <br />N a' a <br />CONNECTION INFO <br />°�_ <br />-2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16 O.S.B. SHEATHING <br />SEE A/S3/J/S6 g <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />-SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />COLUMN SIZE AND BASE <br />rM <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. <br />SCALE:3/4"=1'-0" S3 <br />-SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />w/ 1/4"x3" TAPCONS <br />AT 8" O.C. <br />PAD FOOTING <br />I I <br />-TRIM PER PLAN <br />8" MASONRY WALL I I <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD _E d <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL j j MAT REINFORCING. r ' <br />VARIES PER PLAN <br />M <br />-SIZE <br />w/ MIN. (2) #5 VERTICALS <br />eo z <br />GRADE ° <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />C7LU <br />z <br />-I ! ° °• =1 ! I' <br />�— �I ! �I! !II <br />l­_ w o <br />~ CL W <br />Ii� _I W <br />0 <br />!I I- !!—!! —! <br />- BRICK PAVERS or SLAB PER <br />W <br />Owcn <br />00 = <br />= <br />—I • • a• <br />l I -- - z Q <br />COMMUNITY SPECS <br />" <br />III=1!I III=1 <br />! <br />lip - W <br />__ <br />I <br />ill <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT <br />-' "—III--IiII <br />3" MIN. CLEARANCE <br />SEE FOUNDATION I <br />(SEE SCHEDULE) <br />SEE SCHEDULE <br />TAPERED COLUMN IF 'A I N G rCD T2� PATIO COLUMN FTG. DETAIL �N <br />0 C O <br />" r.. O <br />0 M <br />L L CL <br />a' , <br />L C <br />. 0 Q_ <br />R 0 D <br />e-. U <br />v t^ C LLI <br />C <br />F 1- <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rn <br />11- W 0T E <br />Q 8 <br />0 <br />v 6 <br />0 <br />a� <br />- CN C <br />vi NM7' LL <br />M LL LL w <br />a. <br />Z <br />w 9 <br />�_ o <br />3 N <br />S` <br />W w <br />°' °' mCo <br />0 <br />Z N M ZIL LL <br />J <br />O <br />Z U U O <br />W ❑ ❑ <br />M <br />Z N � <br />o� <br />z <br />J <br />N <br />N <br />Q) 0 _o <br />� <br />Cn <br />CO LL, <br />� m <br />U <br />0 LU <br />�V) <br />- e <br />ca o <br />o <br />10 <br />Q <br />�m <br />o <br />C.0co <br />�w <br />M <br />2 <br />_ <br />W <br />�E <br />E <br />y¢ <br />g <br />v <br />H � <br />— <br />a= <br />x" <br />o0 <br />�i; <br />Z <br />CZ)¢z <br />N � <br />pa°¢ <br />o <br />w <br />w � � <br />z <br />m <br />_ <br />� <br />OZY <br />Nmr <br />�z <br />Z <br />z <br />Z¢ <br />�z <br />C',—� <br />F� <br />°op <br />z <br />go <br />Ww <br />W <br />U <br />0 <br />�� <br />1 .rr <br />CD <br /><z <br />3 <br />co <br />V <br />o r <br />2< <br />p <br />U3 <br />=O 0 <br />> C� <br />L <br />v <br />m <br />CID <br />N <br />r <br />C9 <br />�� <br />n1 <br />M <br />`O <br />M <br />N <br />N <br />I, <br />r <br />Cfl <br />C:) <br />00 <br />(%� m <br />H <br />O <br />� <br />Q N <br />LO <br />,6 <br />r <br />LO <br />Z <br />Z <br />O y <br />�' <br />`m <br />d <br />E <br />U _j Q p <br />JOB <br />NO: 22-05610-05605 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />