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3 <br />v <br />W <br />I <br />N <br />u7 <br />M <br />N <br />v <br />D- <br />N <br />0 <br />f0 <br />0 <br />I <br />r� <br />i <br />PM <br />cV <br />0 <br />0 <br />0 <br />v <br />v <br />f) <br />0 <br />3 <br />Q <br />N <br />0 <br />d <br />E <br />y <br />E <br />0 <br />s <br />v <br />0 <br />O <br />U <br />J <br />ti <br />N <br />0 <br />Lo <br />0 <br />0 <br />Cl- <br />LO <br />0 <br />IV <br />W <br />0 <br />W <br />Q <br />m <br />0 <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 />IN <br />5/8" OR 1/2" HIGHS <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 />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 1 V-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />, <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 T <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER I ° ° <br />SHINGLE ROOF, SHINGLES TO _ ° A I <br />_ <br />BE IN ACCORDANCE w/ ASTM -III=III=III=1 I I=III=I 11=I I I= o <br />III=111 IIII I ° II III-III=II1—' �- <br />D7158-CLASS G or H, or ASTM 11=III-III-III=� ° • ICI I (=1=III=1' <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE "I =J=I I I=I I I=I I I=III=1 11=I I �I I I-III=_I <br />R905.2.6.1, FLORIDA BUILDING —III III=III=III—III [EE F El I I—] <br />CODE 7TH EDITION (2020) 8 <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 GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k 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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />co <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />CL <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />^FIBERMESH" <br />BELOW GRADE <br />= <br />it <br />L <br />r <br />II- <br />= - <br />6 MIL VAPOR <br />° <br />z <br />BARRIER <br />I <br />; p r 4 <br />I I <br />f <br />COMP. SOIL. <br />A <br />- <br />1 <br />(COMPACTED TO 95% <br />= <br />I I <br />— <br />MODIFIED PROCTOR <br />TTI <br />I I I fT=TIT= <br />I <br />T <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT._/1'-4" <br />ON 3" CHAIRS TYP. <br />(1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 ,V2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS O.H.D. RECESS � z <br />ci <br />SEE A/S3 OR J/S6 -`1 LFi11 <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <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 />Cl) <br />2x4 CONT. <br />I I <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"= V-0" <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 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2-0/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2 <br />ELEV. 4-3 1/2" z �31/2" MIN. <br />A.F.F. p > <br />b <br />N — D <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH -� <br />`-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <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 10'-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"x12" 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 />"SIMILAR AT FOUNDATION ONLY" <br />SIMPSON SP1 w/ (10)10d NAILS <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 />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS 2" <br />WWF OR FIBERMESH <br />�31/2" MIN. <br />° � 31/2"(min.)-4"=�_=131/2"(min.)-4" <br />—II 111T00 <br />• <br />13 1/2"(min.) - 4" III -III I I �I <br />TI � —1Ti <br />=1 11= I iLv <br />=i I —f I 11T �" - T —I I f fIT l TTf=7Tl—f�l I f (=fff <br />�r ——T(f==1= II <br />(2) #5 CONT. 4" I-1 I „I -I 81 (2) #5 CONT. 4„ I-rl�ir �8,; <br />U.N.O. �F MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />coy,,.. ati�y <br />o S�CU <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" <br />O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C <br />\ M ���o s <br />AYS J <br />INSULATION PER FBC AND ENERGY <br />�/ <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />P.T. <br />1"x .T. STUD <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) <br />04 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR 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 />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />E <br />#3 OR #4 REINFORCING BAR <br />N ° ° ° D <br />M ° ° <br />FINISH GRADE °O <br />Z <br />GRADE <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij <br />z <br />TI=�ttf <br />- 1= I =REM <br />°O <br />6 MIL VAPOR BARRIER -I I ° ° <br />I <br />°° <br />T <br />R 1 7/8" <br />#5 REINFORCING BARTr -� <br />r <br />z <br />I ° <br />��� 1I T T <br />#5 I AP SPI IC F <br />r COMP. SOIL. (COMPACTED TO I • °I-ITTTLUM-11 IT <br />95% MODIFIEDD1557) PROCTOR ASTM I' I -111 fll= 1. TT <br />4„ V-4„ <br />FRAME WALL TO C.M.U. WALL CONNECTION (D� 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 />GRADE <br />17-11711 <br />1—111 il 11—Ill—I� <br />#5 REBAR w/ OPT. <br />' =1 I I=1 I -I I1= I I -11=1 11- I SQREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" O.H.D. RECESS <br />CM 1 <br />(V A •. . <br />Cl).r <br />- <br />II1=1I <br />4 �L1=11 �.a. •. . <br />it it I '�•I I F <br />SEE A/S3 OR J/S6-- - -I I I11 111, i,l l , 11, I I. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 <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 />2 , HOLD GYP, BD. <br />1/2" FROM SLAB <br />0'-0" 0 CONT. BEAD SEALA* <br />• • •` • • INTERIOR <br />• .. v <br />ve <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />_ m e <br />00 � <br />E_ <br />N ITI= 1=—=r1TI= <br />M 6 MIL VAPOR <br />BARRIER <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 />Q BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />:j:, <br />W D <br />U <br />b <br />LU <br />LU <br />Cn <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 U-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 r, . <br />r- <br />(2) #5 CONT. 115, I III, , -11 Fq I <br />ON 3" CHAIRS <br />f 101, (TYP.) <br />I <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />REBAR DETAILS F WALL w/ UPLIFT G <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" <br />S3 <br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) <br />AT 24" O.C. MAX. FOR TRUSS - G <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM IV & LAYOUT DESIGN a i <br />a - - - <br />SEE ROOF PLAN C - - ° <br />II IF M <br />(2) HTS20 FOR STRUCTURAL E <br />z �r ,_ - <br />Tf T T T <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING w/�I <br />I I-1T� 'ICI' T <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 - T_4 - '- ' 8" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />° <br />SCHEDULE <br />Q <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />w COLUMN SIZE AND BASE <br />o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=V-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 />- <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 />GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-� <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD �d <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 />I.- <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />O° <br />GRADE <br />-j <br />> <br />FILLED SOLID (SEE PLAN FOR <br />_f <br />=_ 6 x 6 W1.4 x W1.4 cam, <br />w <br />SIZE AND REINFORCEMENT) <br />0 -LU, <br />• <br />WWF OR FIBERMESH �,, <br />� <br />w p <br />v <br />` <br />BRICK PAVERS or SLAB PER <br />p o `" _ <br />• • <br />• • <br />_ z <br />a <br />0'-0" FIN. FLR.� <br />COMMUNITY SPECS <br />U_ <br />w <br />INTERIORION <br />WALL SLAB STEPNON-BRG. TAPERED COLUMN FRAMING <br />FOOTING iJ <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 />O <br />O <br />D <br />W <br />cm <br />* 4 V G n L� <br />LL a <br />fo N <br />CD <br />L <br />tn <br />< 2 N M <br />V O � <br />aj CD <br />C= <br />Io <br />,• <br />�'� }s' <br />�- ; „ �✓ <br />try" ` <br />IN <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />fn <br />W <br />0 E <br />a s <br />o <br />N 6 m <br />_N <br />0 00 N <br />N rnr-r4� <br />M� 2s <br />6C <br />Q J 2 U_ W <br />J LLL LL S °. <br />uj <br />13'1 <br />Z `°2O'_ o <br />r �o � <br />O <br />W 0 2,- <br />0a'°' <br />W m <br />Z 00NZ <br />IL <br />¢ <br />N <br />O V U o <br />Z <br />W ❑ ❑ <br />z N M <br />0 <br />n' <br />E3 <br />M <br />N G � <br />`o <br />Cz <br />W 0 <br />4-1 �n <br />W g <br />O <br />w o <br />N N <br />U� <br />— E <br />z'✓ <br />.. = L N <br />VI U O N <br />U) y <br />0 <br />N O) <br />ti <br />0 <br />� <br />J <br />z <br />z <br />LL <br />o <br />Zo <br />YN <br />Qo <br />oLL <br />z© <br />o <br />U:) L <br />¢ z <br />mO <br />Zm <br />op"z <br />Wco�I <br />� <br />M <br />aQ <br />�o <br />Yar <br />s0 <br />= <br />O <br />> L <br />ai <br />m <br />T <br />Cfl <br />C0 <br />Cr <br />m <br />LO <br />O <br />� <br />O <br />LO <br />M <br />> <br />LO <br />LO <br />co N <br />r <br />T <br />Q CD <br />EN <br />M <br />L'^ <br />o <br />z <br />7 , N LO <br />Z <br />Er a <br />M <br />m <br />a <br />U_jFL <br />c <br />Q p <br />j <br />JOB <br />NO: 23-06114 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />