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3 <br />9 <br />W <br />7k <br />0 <br />i <br />m <br />N <br />v <br />0 <br />r- <br />0 <br />0 <br />J <br />0 <br />Cn <br />B <br />0 <br />3 <br />N <br />F, <br />E <br />9 <br />v <br />E <br />2 <br />0 <br />c <br />.J <br />Iz <br />E2 <br />0 <br />CL <br />0 <br />0 <br />0 <br />0 <br />0 <br />J <br />N <br />0 <br />d <br />S <br />0 <br />a <br />N <br />Do <br />0 <br />Q <br />9 <br />v <br />cn <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 TAIL) <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />1x4 P.T. BASE NAILER <br />31/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN PSI MAY VARY PER <br />MUNICIPALITY. <br />CONCRETE SLAB W/ 6X6 <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />v <br />s � <br />6 MIL VAPOR_ D <br />BARRIER <br />COMP. SOIL. D <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />(2) #5 REBAR CONT. 3" MIN. CLR. <br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) <br />U.N.O. 4" V-8" (2 STORY) <br />TYPICAL WALL SECTION <br />SCALE: 3/4" = V-0" <br />DE <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. . <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 <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER D e <br />SHINGLE ROOF, SHINGLES TO A . <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM T i I1� — p D I II <br />41111=ir <br />D3161-CLASS F, IN _III„ I — <br />ACCORDANCE w/ TABLE— I— I —I —� —I I — I — I I r <br />R905.2.6.1, FLORIDA BUILDING I i II I I I II I .I <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL 8 <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR TYPICAL INTERIOR BEARING <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />LUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />\12"N.O. 2x SUB FASCIA <br />EE 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 'IS" MORTAR <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />- FOR LOCATIONS) <br />4"x4" INSPECTION <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />a NOTE:EXTEND <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />� <br />z_ <br />I � <br />T� <br />CV <br />T <br />�m <br />STD. 90 HOOK (SEE <br />DETAIL) <br />A <br />S3 <br />BLOCK WALL BEYOND <br />1411O.H.D. RECESS <br />Z —y 'IT 2� <br />M � <br />�.• . 4" <br />00 <br />0 <br />T <br />SEE A/S3 OR J/S6---'-ILVTLl I II I IT <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) / 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 />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR Y$' GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES 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 />r 2"°x3/16" PLATE WASHER (TYP.) <br />Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />OIL <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 />2x4 CONT. LL <br />s A <br />- ,I <br />CV <br />I � <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-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" 0/C EDGES, AND 12" O/C FIELD. <br />7v1r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <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 />(12)10d NAILS <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°016" PLATE WASHER (TYP.) - <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 />@ 24' O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />—\ <br />�31/2" MIN. <br />1/2"(min.)- 4" <br />(2) #5 CONT. 4" m 1'4" rrr 8" <br />U.N.O. MIN, <br />TYPICAL BEARING WALL (a STEP (@ SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />t1\01DSSG,' <br />Pcs <br />C <br />II <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10)10d NAILS <br />�2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />-1 <br />00 _ — <br />— <br />3 1/2"(min.)-7 4" . — y <br />(2) #5 CONT. 4�� TTT�Tr{,L`I "� `TTT frrg <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <br />If 2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />I <br />M s <br />,GGN N J <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL <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 />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE CC/S3 OR N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" <br />@ <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8"THICK. <br />K.O. BLOCK <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 />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />'SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <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 />W/ (10)10d NAILS r <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR ---�\ <br />TYP. <br />ASSUMED FINISHED <br />. , <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />4.4 i <br />GRADE <br />r d , D D <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />MONO OR STEMWALL <br />e D <br />Ch — -0 D. <br />FINISH GRADE <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksij <br />FOOTING MONO SHOWN <br />- <br />FOR CLARITY <br />O0 <br />6 MIL VAPOR BARRIER , e• " <br />— — _ <br />#5 REINFORCING BAR <br />R 1 7/8 —� <br />- z <br />ti5 I AP SPI Ir= <br />NOTE: e —- <br />"FOR BEARING WALL r COMP. SOIL. (COMPACTED TO — D <br />-_ - - - <br />- <br />D1557W/ UPLIFT ONLY 95/MODIFIED PROCTOR ASTM <br />— — — — - <br />FRAME T L-CONNECTION <br />� E RAM WALL 0 C.M.U. WALL CONNTI N C 0 �D� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />° ° v GRADE <br />00 a <br />_ (1) #5,REBAR w/ OPT. <br />I I I I I It NCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE I L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />N <br />Ch <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO, <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />N ' <br />C'7 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALM <br />— ¢ <br />• INTERIOR <br />-3 1/2" <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 />' Ex <br />n <br />6 MIL OR <br />BARRIER <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 />�:2- 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 N ' <br />WWF OR FIBERMESH r, <br />A 1 <br />K <br />S3 <br />SCALE: 3/4"=V-0" <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 />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />LU D <br />U <br />a — m <br />w — D p <br />LU <br />112'(min.)- 4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (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 <br />WWF OR FIBERMESH r, E <br />n p. <br />=u�um� �� <br />111�11 <br />(2) #5 CONT. --I II I I � I <br />ON 3" CHAIRS 8" 1'4" 8" <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS rF WALL w/ UPLIFT rG <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" <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) 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 a . <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM & LAYOUT DESIGN a - <br />SEE ROOF PLAN A. n00 <br />(2) HTS20 FOR STRUCTURAL r _ — — E <br />BEAM SIZE & N �' a <br />CONNECTION INFO Cl) <br />2x4 P.T.I <br />PLATE <br />7116" <br />O.S.B. <br />COLUMN LOCATION <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 g" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />Cr <br />¢ <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=1'-0° S3 <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />W/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD _E v <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />w <br />SIZE VARIES PER PLAN <br />n, <br />a <br />j <br />w/ MIN. (2) #5 VERTICALS <br />00z <br />GRAD <br />FILLED SOLID (SEE PLAN FOR <br />— _LU _ <br />w <br />SIZE AND REINFORCEMENT) <br />c� <br />o <br />w <br />z�w� <br />a w <br />_- w <br />v <br />BRICK PAVERS or SLAB PER <br />LU= <br />p o `� z <br />• •-' z a <br />0' 0" FIN F <br />COMMUNITY SPECS <br />L` <br />FOOTING v <br />�_ BEYOND <br />PAD REINFORCEMENT <br />3" MINI CLEARANCE <br />H SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />0 <br />Go <br />c-A <br />. <br />o W <br />r <br />C> <br />s <br />cc v CC-4 <br />m �c <br />N 10 N L <br />6 dN`�C <br />'ZI. o a <br />Cc d d d <br />L y A G <br />I'Qa <br />� E <br />a � <br />0 <br />.� <br />f <br />r- <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications 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 />W <br />Q <br />E <br />vo S <br />V <br />a,. 6 N <br />N 0 <br />0 <br />Q <br />M <br />=� W <br />� LL u_ a <br />Z <br />q <br />� <br />o Co (N000ZW <br />Z <br />Q <br />zU)LL <br />ZOU0 <br />W <br />1313 <br />z N O <br />z <br />z o <br />Q v <br />J — <br />V) <br />z <br />c� o <br />C1 <br />j <br />" <br />+ <br />W <br />Up <br />O <br />W 8 <br />N <br />c <br />• <br />W J <br />as- <br />Z <br />Q o <br />oil <br />C <br />m <br />w <br />co. <br />o z <br />S <br />Z <br />E <br />E o <br />Z® <br />F <br />-C1UO <br />R0 <br />as <br />�0 <br />O, <br />Z <br />oE <br />CV <br />�z <br /><omo <br />Q <br />wz <br />�C <br />0 xOz <br />U <br />a <br />Z <br />Z <br />J <br />a <br />Qw <br />Mz <br />az <br />U <br />3 <br />g <br />°f <br />z <br />a <br />=r <br />0 <br />;o <br />II� <br />� <br />2< <br />a r <br />;3 <br />yo <br />2 <br />> Ce) <br />J <br />O <br />rn <br />� O <br />co <br />r <br />Y <br />co <br />O <br />0- <br />U) m <br />3:N <br />te <br />a-+ <br />L <br />co <br />N <br />O <br />N <br />04 <br />LO <br />Q <br />CD <br />T <br />E <br />LO <br />ch <br />M OO <br />z <br />l0 <br />z <br />c <br />E r <br />�a <br />C <br />a <br />ci 0 <br />JOB <br />NO: <br />22-09403 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />