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J <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 />P') VARIES <br />INSU <br />2x #2 SPF STUDS <br />@16- O.C. W/ (2) <br />16d TOENAILS T & B <br />y <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />FOR UNDERLAYMENT <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 />. Ill <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />N <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />4WWF <br />OR FIBERMESH <br />MOISTURE BARRIER <br />o <br />s <br />SHINGLE ROOF, SHINGLES TO <br />e <br />BE IN ACCORDANCE w/ ASTM <br />. <br />'- <br />D7158-CLASS G or H, or ASTM <br />147ti I— <br />D3161-CLASS F, IN <br />° . <br />ACCORDANCE w/ TABLE <br />91,911 <br />R905.2.6.1, FLORIDA BUILDING <br />I I I <br />( I T <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />81' <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />�1 <br />!4L SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG <br />ELEV. VARIESOC I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />I <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ALUMINUM FASCIA <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. 90-HOOK (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 />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/ 6X6 <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C4 ' <br />°e <br />[ <br />c Z <br />M <br />6 MIL VAPOR <br />z - <br />BARRIER <br />; p �r 4 <br />_ <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE <br />U.N.O. 1 4" V-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" =1'-0" S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />SEE A/S3 OR XS6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS ri1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />14' O.H.D. RECESS ° <br />I/ M � <br />IL^��^■ lam^ <br />I�11. <br />u.11: <br />1-11. <br />r�A -11`- <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR V GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />8"16" 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 />x 10" "J" BOLT @ 24" O.C. W/ <br />2"0016" PLATE WASHER (TYP.) <br />°' ELEV. 0'-0" (ALT: 1/2"12" TITEN HD @ 24" <br />IE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />° ` @ 24" O.C.) )2" <br />` ELEV-0'-31/2" z 31/2" MIN. <br />G <br />A <br />2x4 CONT. w <br />c e' <br />I. N 0 r <br />o e <br />GARAGE DEPTH VARIES 31/2"(min. -4. <br />° • <br />(2) #5 CONT. 4" 1'4" 8" <br />U.N.O. MIN. <br />GARAGE SLAB AT STEP B <br />TYPICAL BEARING WALL C� STEP an SHEARWALL <br />SCALE: 3/4"=V-0" S3 <br />"SHEAR WALL" SCALE: 3/41 <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) GARAGE <br />.) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 21I S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"x12"TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />3 1/2" MIN. _ • <br />Ow1/2"(min.r 4" <br />II@, lI 0.. AII=11==11� <br />�11=-i1='11=11' =1111=�11=11= <br />6;;; 111=11�i <br />• <br />• �` <br />SCALE:3/4"=1'-0" \ S3 <br />OS�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" O.C. <br />BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16 O/C <br />J <br />1'sM x,3o s <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ co`�� <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY <br />APPLICATION <br />NOTE: <br />SEE SECTION C/S3 FOR <br />#5 VERT. IN FILLED CELL <br />INTERVALS <br />INTERVALS NOT EXCEEDING <br />10'-0VALE N <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE 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 />„° „„ „ „ "° „ <br />x 10 J BOLT @ 24 O/C W/ 2 X 3/i6 <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"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />PLATE <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " <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. EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />6 1/4"x31/4" TAPCONS <br />() <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 />SPACE ANCHOR <br />3500#, MIN. TENSION 2600#) <br />, I <br />w/ (10)10d NAILS <br />SPACED EVENLY <br />N <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />¢ <br />�� <br />BOLTS 6 MAX FROM <br />6 x 6 W1.4 x W1.4 N c <br />TYP. <br />2x P.T. PLATE <br />c <br />PER MFR INSTRUCTIONS <br />o <br />END OF 2" x PLATE <br />WWF OR FIBERMESH <br />ASSUMED FINISHED <br />E <br />#3 OR #4 REINFORCING BAR <br />_ <br />0 <br />P <br />° <br />i <br />s <br />if n GRADE <br />o. o <br />N ? <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />a <br />e. <br />MONO OR STEMWALL <br />Z <br />M o <br />FINISH GRADE tb 2 <br />25" MIN. LAP 30" MIN. LAP][GRADE <br />[ <br />60 MIN. Fy= 60ksi] <br />FOOTING MONO SHOWN <br />g <br />w <br />° <br />FOR CLARITY <br />- <br />°O <br />- -- _ <br />6 MIL VAPOR BARRIER � n' ° <br />:= <br />#5 REINFORCING BAR <br />R 1 7/8" <br />`" <br />y <br />N <br />#5 LAP SPLICE <br />NOTE:..Ill BEARING COMP.SOIL.• - . . . 11��m- a012. No ll, <br />lion <br />.�.®-.® ®.. ..e..® ..�.W/ UPLIFT ONLY , <br />D1557) <br />LIi = II LL' iII i!=1II 1 1' 4 -Ili iII „ <br />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"=1'-0" <br />SLAB INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"_V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3112" WWF OR FIBERMESH <br />min, 4" <br />° ° ° v GRADE <br />00 f ° • <br />VgREBAR <br />w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0° S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 O.H.D. RECESS <br />N' <br />T <br />T +t I- <br />• `~ _I — <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 13" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />1'-8" (2 STC RY) <br />GARAGE DOOM SLAB RECESS J <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 />0.4. J CONT. BEAD SEALM <br />Ilk <br />+ • ' INTERIOR <br />-3 1/2" <br />• e <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 />C_ <br />00 E - <br />r- �r <br />M 6 MIL VAPOR _ <br />BARRIER _ <br />36" MIN. LAP [36" MIN. LAP] <br />ON 3" CHAIRS <br />10" <br />(TYP.) <br />8" 1,4" 8„ <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=V-0" <br />S3 <br />VARIE <br />SEE PLAN <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />° <br />AT 24" O.C. MAX. " " CONNECTION INFO <br />SEE PLAN FOR " „ <br />6 LAYOUT DESIGN <br />— = ' <br />TOP OF BEAM <br />- <br />M <br />SEE ROOF PLAN <br />Igo <br />c <br />— — —° ° ! 'I• <br />a _ r <br />(2) HTS20 <br />FOR STRUCTURAL <br />BEAM SIZE & <br />N <br />4 <br />_ <br />CONNECTION INFO <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />i"T <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 T+ � '� 8" <br />zz <br />ATTACHED PER NAILING <br />FOR REINF. INFO. OPTION #1 <br />w <br />it <br />f= <br />a <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g w COLUMN SIZE AND BASE <br />s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM <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 />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 />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS <br />W/ DRYWALL SCREWS 8-O.C. <br />�° <br />TO FOUNDATION PAD E d <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />' <br />CONT. FOOTING STEEL MAT REINFORCING. Qgo <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />z <br />00 GRADE <br />- <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />�— -ii 4 <br />— — — - <br />6 x 6 W1.4 x W1.4 N <br />E5 <br />w <br />SIZE AND REINFORCEMENT) <br />0 • =I <br />�- WWF OR FIBERMESH :, <br />vwi <br />LLI <br />P: ~a W w I, = z <br />BRICK PAVERS or SLAB PER <br />o o -' • «' • • C, <br />COMMUNITY SPECS <br />ILL -1 - -- — = - <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" S3 <br />i1,- li I Ali_ ,_ it — FOOTING j <br />- BEYOND <br />PAD REINFORCEMENT -1' <br />3 MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. l S3 <br />o <br />>-LU <br />cm <br />O W <br />O <br />Z <br />.-homx <br />in �LL a <br />Y <br />3 d <br />CD <br />CD CD <br />CC <br />CD m .o <br />damu ® <br />E <br />y cr_ •f4 a <br />c E <br />o <br />a <br />'r',, �'• F LO`` <br />e <br />oR .....•••�' <br />SSION <br />t\ <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 />Residentsl 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />41 °o c`P <br />di <br />aj M a LL <br />Q <br />22g2g <br />C -! 5 LL W <br />LL S 6 <br />Z <br />0 <br />-9 W <br />°� a <br />S0 <br />OC <br />? o <br />IL Z <br />ILW <br />f, N Z Q <br />'^ <br />=V <br />N <br />OU y <br />❑❑ <br />0 <br />z <br />z <br />J <br />- N <br />z <br />� o <br />LL <br />N <br />LIJ <br />o A <br />�0 <br />O <br />Ln <br />W 8 <br />C <br />l� <br />U) <br />U <br />r <br />Q N <br />o <br />W <br />o <br />zM <br />E <br />�9 <br />0 Iz <br />_® <br />Q <br />O <br />V <br />u1, <br />oa <br />F� ro <br />O <br />X <br />az <br />Z <br />N <br />as z <br />wgW <br />w <br />M� <br />�� <br />Z <br />J <br />s <br />w <br />gz <br />`sw <br />W2S <br />n 7 <br />v 3 <br />�1 <br />�. <br />az <br />nw <br />k <br />O <br />O <br />uai <br />°z�a <br />� <br />a <br />�3 <br />Ina <br />_I <br />LJn <br />rn <br />Q <br />0 <br />~ <br />Lon <br />co ^' <br />T <br />cM <br />T <br />W <br />m <br />L / <br />al <br />�-+ <br />0 <br />N <br />o <br />0 <br />O0O <br />-0 <br />N <br />LLO <br />MQ <br />CO <br />r <br />hi <br />E <br />Z, <br />; <br />o <br />z <br />z <br />E M <br />O <br />a <br />U <br />¢ p <br />JOB <br />NO : <br />22-06471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />