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Of <br />LO <br />N <br />2 <br />0 <br />9 <br />I <br />C <br />a <br />N <br />La <br />t2 <br />LO <br />J <br />I <br />LO <br />0 <br />3 <br />I <br />0 <br />i <br />E <br />H <br />0 <br />N <br />U <br />0- <br />U <br />I <br />Y <br />0 <br />J <br />ti <br />0 <br />0 <br />N <br />to <br />S <br />a <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 />(T P•) VARIES <br />V <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS -\:E� <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <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 />ci <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 />r <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />Cl) <br />MOISTURE BARRIER <br />> <br />° • <br />SHINGLE ROOF, SHINGLES TO <br />e <br />101. <br />BE IN ACCORDANCE w/ ASTM <br />I `? <br />D7158-CLASS G or H, or ASTM <br />I <br />D3161-CLASS F, IN <br />° <br />I' <br />ACCORDANCE w/ TABLE <br />I I I <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIESk <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=1'-0" Ill, S3 <br />I <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />W/A HABITABLE ROOM <br />12" N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 99HOOK (SEE DETAIL) <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 />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 />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />E- <br />"v <br />I <br />M � <br />s <br />00 <br />6 MIL VAPOR <br />• <br />z <br />BARRIER <br />; C �r <br />1 <br />D • <br />N <br />T <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. V-4" (1 STORY) <br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE <br />U.N.O. 1 4" 1'-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" =1'-0" S3 <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB—� <br />SEE A/S3 OR J/S6 -'1 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' " (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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <br />(12)10d NAILS 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 ALLU,2"x <br />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""x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4" (R302.11) <br />00 <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />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""016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" (ALT: 1l2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOTOL 2x P.T. BOTTOM PLATE <br />' A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />ELEV4-3 1/2" <br />z 31/2" MIN. 31/2" MIN. <br />2x4 CONT. A.F.F. 0 <br />f <br />A, o = 1/2"(min.)-4" n ° 9 - 1/2"(min.)-4" <br />N <br />` GARAGE DEPTH VARIES 31/2"(min. -4" jkA <br />- 31/2"(m n ) -4""'-4 <br />(2) #5 CONT.9 "m (2) #5 CONT. 4" <br />GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP <br />TYPICAL BEARING WALL STEP SHEARWALLrc"*�C rCC <br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 <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 />GV <br />PGS S�EGS� <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. <br />2x STUDS @ 16" 0/C <br />0\NN�J pS <br />,1,;01 <br />LOAD BEARING ORdill <br />INSULATION PER FBC AND ENERGY <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/ <br />` <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />10'-0" (R302,11) <br />#5 VERT. IN FILLED CELL <br />INTERVALS <br />INTERVALS NOT EXCEEDING <br />VALE N <br />10'-0SEE <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />1," „ "� " ,." " <br />x 10 J BOLT @ 24 O/C W/ 2 X 3l16 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"1 BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />PLATE <br />PLATE WASHER TYPICAL <br />3RD LAYER 1i8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />5/8 DIA. EXPANSION BOLT 24 <br />@ <br />(IF NO UP LIFT ON <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 />2x P.T. PLATE <br />O.C. W! 7" EMBEDMENT (MIN. SHEAR <br />"SIMPSON SP1 <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 />" " <br />#5 REINFORCING <br />SPACE ANCHOR <br />3500#, MIN. TENSION 2600#) <br />w/ (10)10d NAILS <br />=WEEP <br />SPACED EVENLY <br />FIBERMESH <br />SCREED INSTALLED <br />BAR <br />J <br />a <br />BOLTS 6" MAX FROM <br />- <br />6 x 6 W1.4 x W1.4 Q c <br />TYP <br />2x P.T. PLATE <br />PER MFR INSTRUCTIONS <br />END OF 2" x PLATE <br />WWF OR FIBERMESH K, € v <br />J"C`4 <br />ASSUMED FINISHED <br />#3 OR #4 REINFORCING BAR <br />o <br />i <br />GRADE <br />= <br />N <br />_ , n , n <br />- <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy- 40ksi <br />= <br />CL <br />e <br />MONO OR STEMWALL <br />z <br />° <br />o <br />_ <br />FINISH GRADE O0 <br />25" MIN. LAP 30"MIN. LAP <br />[ I <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />grr <br />. <br />t° D <br />°' <br />q <br />- r <br />FOOTING MONO SHOWN <br />o0 <br />LU <br />�� <br />�� <br />FOR CLARITY <br />__ _ - <br />6 MIL VAPOR BARRIER <br />e• ° <br />R 17/8" <br />_- - <br />= <br />z <br />#5 REINFORCING BAR�. <br />r <br />III-_ <br />#5 LAP SPLICE <br />(2) #5 coNT._ <br />"V-4- <br />NOTE: <br />BEARING WALL <br />;III._I _ <br />I - 1- N <br />- �I <br />COMP. SOIL. (COMPACTED TO <br />°'FOR <br />36" MIN. LAP [36" MIN. LAP] <br />ON 3"CHAIRS1Oe811 <br />W/ UPLIFT ONLY <br />- <br />-_- <br />:. -! <br />95% MODIFIED PROCTOR ASTM <br />10" <br />(TYP.) <br />v <br />-1'1' <br />I'll Ali -i_i III- ill III -III _�L-III <br />ill- <br />D1557) <br />4" <br />1'-4" <br />#6 REINFORCING BAR <br />#5 D. 90 HOOK <br />„_„ <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD <br />TYPICAL EXTERIOR FRAME WALL FOOTING E <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/4"=1'-0" S3 <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />SEE PLAN <br />VARIES <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />31/2" WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ 3 <br />( ) <br />SEE ROOF PLAN <br />S.G.D. (U.N. <br />WWF OR FIBERMESH <br />1 <br />min. 4" <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />\7 <br />A. a <br />GRADE <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />x <br />CONNECTION INFO <br />• <br />00 <br />*_ <br />& LAYOUT DESIGN <br />TYPICAL THICKENED <br />T i T T T 11 <br />) #5 REBAR w/ PT. <br />MIN. <br />EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT BLOCK WALL BEYOND <br />13' <br />O.H.D. RECESS E <br />N <br />M <br />M •III •. '•.. -20. m et I 1 <br />4' °P <br />_ _ <br />SEE A/S3 OR J/S6 ONFOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAt <br />— • ' a INTERIOR <br />... <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 />s <br />M 6 MIL VAPOR <br />BARRIER _ <br />TOP OF BEAM .. <br />SEE ROOF PLAN c — ° v " ° .a ': ° - Rf <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & ' <br />CONNECTION INFO <br />I I — <br />2x4 #2 SYP P.T. FRAMING w/ — <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />W SCHEDULE OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />w SEE PLAN FOR STRUCTURAL SLAB INFORMATION <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. rm <br />� <br />SCALE: 3/4"=1'-0" <br />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 <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ 8-O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />- <br />INSULATION PER CHART <br />Oz <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />Q ' <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />w <br />1— <br />> <br />SIZE VARIES PER PLAN <br />MIN. <br />� <br />-j <br />¢ <br />w! (2) #5 VERTICALS <br />°O <br />GRAD <br />" <br />E <br />-j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 cal <br />w <br />SIZE AND REINFORCEMENT) <br />c7 <br />- <br />a• - . <br />WWF OR FIBERMESH r,Cl) <br />w <br />Z <br />a w p <br />III __= <br />_ <br />11 <br />v <br />°' <br />BRICK PAVERS or SLAB PER <br />/-COMMUNITY <br />Owuiw <br />0 0 = <br />" <br />-j <br />• <br />• • <br />= z a <br />a <br />1 <br />SPECS <br />a <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" S3 <br />w <br />FOOTING v <br />III I_II <br />II 111 II -1,i-- BEYOND <br />PAD REINFORCEMENT - ''-'" <br />(SEE SCHEDULE) 3" MIN. CLEARANCE <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 I <br />N <br />G <br />N <br />N <br />N <br />� o <br />Ui y W <br />aF o <br />; <br />w E•• _ <br />_a <br />Cqca <br />c o <br />a <br />H <br />a E <br />o <br />®. U <br />0 <br /><t F � <br />w <br />js ••�' F L 0 <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 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 />W <br />t• o 8 <br />V �00 <br />An N O LL <br />di aj eo et J <br />C J LL <br />W <br />LL LL 0 <br />0 <br />0i <br />Z - o a, a 4 <br />m <br />W �m Y, 2 <br />N Z Q 1- <br />ULZ FU- <br />NML <br />Z O U 0 <br />W 0r <br />z N <br />z � <br />z <br />J <br />d <br />�N <br />z <br />U F <br />a:(� <br />v <br />10 <br />u, <br />o a <br />V <br />O W g <br />N c <br />o <br />W <br />J <br />io <br />"-_ <br />E <br />z o <br />9 <br />o. <br />z0 <br />O <br />E V <br />= <br />O <br />�� <br />SO <br />J <br />Z <br />o E <br />N m <br />io <br />s <br />ao <br />�z <br />ttW <br />a3 <br />ra <br />C <br />U <br />0 <br />Ou <br />ZZZ <br />Z <br />iZ <br />2s <br />o <br />O <br />a <br />W <br />a S <br />wLL <br />zi, <br />yw <br />o <br />top <br />V <br />w�w�rrrr <br />-5 <br />o <br />o 3 <br />O <br />� <br />Ln I <br />/ <br />LO <br />�¢ <br />N <br />IV <br />L- <br />Ln <br />� <br />co O <br />M <br />CD <br />Y <br />m <br />00 <br />Ln <br />Lnl <br />N <br />o <br />N <br />Q N <br />r <br />E <br />C LO <br />z <br />m <br />z <br />7 <br />E T ?3 <br />v <br />c <br />JOB <br />NO: 22-06468 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />a ,, <br />