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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. 9THOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-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 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 & c <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.)A <br />411- <br />WWF OR FIBERMESH " <br />1 - <br />MOISTURE BARRIER <br />o ° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />° c <br />D7158-CLASS G or H, or ASTM > • <br />D3161-CLASS F, IN ° —J <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING — <br />CODE 7TH EDITION (2020) ILTT( i i <br />RESIDENTIAL 8 <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 />S" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />HOL <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 />M <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/ sXs <br />d <br />NOTE:EXTEND <br />Wl AXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />'E <br />°P <br />• z <br />6 MIL VAPOR <br />1J1 <br />• <br />_ <br />Z <br />T <br />BARRIER <br />; C It. <br />4 <br />_— <br />b, • <br />— <br />04 <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 NOOK (SEE <br />U.N.O. <br />4m <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' <br />PAVERS —j /�O.H.D. RECESS "TZ <br />SEE A/S3 OR J/S6----'`i I I I <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 STOW ) <br />GARAGE DOOR SLAB RECESS <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 />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 CONT7 <br />I I <br />GARAGE DEPTH VARIES <br />I i <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />8" C.M.U. <br />1"x P.T. STUD <br />;T #5 VERT. IN FILLED CELL <br />N <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />r 2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />FRAME WALL TO C.M.U. WALL CONNECTION D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />sr . A a <br />a <br />SCALE:3/4"=V-0" S3 <br />d GRADE <br />.Q tl III II I' <br />(1)I #5 REBAR w/OPT. <br />I_SGREN-ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 <br />O <br />" <br />T.H.D. RECESS �, <br />II <br />C <br />�tl <br />�`Ifnr�► i __ <br />SEE A/S3 OR J/S6 , I r I <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1'4" (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 />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 />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"° 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 />A.F.F. <br />O.C. OR 5/8"AY WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />ELEV. 4-3 1/2" <br />31/2"MIN. <br />A.F.F. 8 <br />N <br />v <br />P <br />(2) #5 CONT. <br />U.N.O. <br />TYPICAL BEARING WALL <br />"SHEAR WALL" <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 />700/16" 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 />"SIMILAR AT FOUNDATION ONLY" <br />SIMPSON SP1 w/ (10)10d NAILS <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 />1/2"(min.)- 4" <br />MIN. <br />b SHEARWA <br />SCALE: 3/4"=V-0" <br />vim' SEG <br />M <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 010�s <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ - APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR ----_ <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />n , > <br />,a <br />z <br />GRADE 40 MIN. Fy= 40ksi <br />#3 & #4 LAP SPLICE <br />° .p <br />o <br />FINISH GRADE <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />-0 <br />6 MIL VAPOR BARRIER D ° <br />— <br />#5 REINFORCING BAR R 1 7/8 <br />#5 LAP SPLICE <br />IN <br />r 111�II�IF 111 If• <br />• ' •• •, •• <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />HOLD GYP. BD. <br />2 <br />1/2" FROM SLAB <br />0'-00, <br />J <br />CONT, BEAD SEALAN <br />.,. <br />A., <br />INTERIOR <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#) <br />CONCRETE SLAB <br />VA a <br />C <br />Eb <br />Cl) 6 MIL VAPOR -_ <br />BARRIER <br />_ I <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 />_E <br />6x6W1.4xW1.4 N ' <br />C WWF OR FIBERMESH I M <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 /2"(min.)- 4" <br />11 ll . it �R tl 1 IIAREI I ,l t <br />CC <br />SCALE:3/4"=V-0" S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />a. <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />U <br />° . <br />(2) #5 CONT. ICJ I I <br />ON 3" CHAIRS <br />8" 1'-4" <br />(TYP.) <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 <br />WWF OR FIBERMESH ; E d <br />�'Il�ll�l141- <br />-illi�ll�ll�ll <br />8" <br />#6 LAP PLI TYPICAL INTERIOR BEARING <br />REBAR DETAILS rF 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 <br />R 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. " " ; CONNECTION INFO ° <br />SEE PLAN FOR `�' • ' <br />TOP OF BEAM &LAYOUT DESIGN — <br />Q S <br />SEE ROOF PLAN bo c ° a, ° ° v ' ° c ^. <br />(2) HTS20 FOR STRUCTURAL ' <br />BEAM SIZE & a <br />CONNECTION INFO e i ° d' <br />2x4 P.T. <br />PLATE <br />e nts° <br />o.s.s. <br />COLUMN LOCATION <br />r <br />2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7116" O.S.B. SHEATHING <br />SEE A/S3/J/S6 T 8" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />o <br />SCHEDULE <br />a <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />J <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g <br />w <br />COLUMN SIZE AND BASE <br />s <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />rn <br />SCALE:3/4"=V-0" 1,, S3 <br />SECURE 2 4 P T BTM PLATE <br />SEE DETAIL 16/131 FOR <br />X <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />..a:. <br />�'�' <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 <br />TO FOUNDATION PAD g � <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />w <br />o <br />SIZE VARIES PER PLAN <br />M <br />a <br />j <br />w/ MIN. (2) #5 VERTICALS <br />00 ?GRADE <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />-f <br />o <br />W <br />SIZE AND REINFORCEMENT) <br />z = <br />• <br />coF- LU <br />a Lu <br />w <br />U <br />0' <br />Cn <br />/—BRICK PAVERS or SLAB PER O a _rr <br />• • • • s z <br />/ COMMUNITY SPECS <br />l.J.jTr-' 'Y • <br />„ •• y V ' SEE FOUNDATION <br />4 411 ' .-. CONC. PAD INFO, <br />INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 <br />SCALE:3/4"=V-0" S3 SCALE 3/4"=T-0' <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 />e•a <br />N <br />O <br />N <br />CV <br />*3".. <br />no�Q <br />m x <br />U. <br />f/f C d <br />�o <br />y -o N s <br />Q N N <br />dawd <br />d $ w <br />d d� <br />: <br />d a o <br />.2 <br />N �'C <br />� o <br />a <br />0 <br />M <br />0 <br />N <br />N <br />1/ <br />V. <br />r�5 •� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />V <br />Lo <br />°' 2 <br />0 <br />1,- tZ 12 <br />fir, <br />Q <br />M V J <br />'! <br />a 13 <br />MU.L_ W <br />a <br />_ <br />-.6- rn o- <br />2mo <br />2N O <br />W <br />r '°' m <br />Z <br />IL <br />00 <br />N Z d <br />Z <br />N <br />OU <br />W <br />❑❑ <br />Z N �+ <br />z <br />E3 <br />V) <br />c <br />� <br />� u3 <br />rJ <br />w <br />® <br />�— E <br />' <br />O <br />c <br />N <br />o <br />a <br />W <br />z <br />c+� <br />2 <br />Q <br />a <br />E <br />o <br />g <br /><s <br />Q <br />E <br />9 <br />W0 <br />aq <br />Z® <br />�o <br />ro <br />U <br />U <br />r <br />q <br />Zto <br />fo <br />r <br />4Y <br />4= <br />Zz <br />c <br />¢ <br />mo <br />g� <br />Z <br />m J <br />m m <br />Q W <br />R 3 <br />�j <br />�a <br />0 <br />�z <br />W <br />NF <br />~ <br />m <br />¢a <br />�q <br />M, <br />v <br />Alar <br />a <br />o S <br />N O <br />IYi <br />Ln <br />C) <br />d' <br />6 <br />T <br />c� <br />L <br />co ul <br />N <br />a <br />Ln <br />C <br />Cr <br />0 <br />N <br />m <br />o <br />LO <br />O <br />Y <br />� <br />LID <br />o co <br />CO <br />.p <br />00 <br />Ln <br />o <br />04 <br />Lo <br />r <br />M <br />r <br />ui <br />M <br />(� N <br />o <br />N <br />E <br />N <br />- <br />C <br />C <br />D <br />,= <br />a <br />c°� <br />¢ o <br />JOB <br />NO: <br />23-04655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />