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3 <br />L <br />C <br />v <br />0 <br />J <br />N <br />a <br />I <br />i <br />5 <br />rn <br />L <br />c <br />N <br />0 <br />0 <br />J <br />N <br />N <br />I <br />0 <br />N <br />i <br />tz <br />Q <br />0 <br />i <br />E <br />1- <br />2 <br />c <br />J <br />N <br />r7 <br />0 <br />v <br />_ <br />U <br />0 <br />0 <br />-U <br />J <br />LZ <br />0 <br />N <br />0 <br />0 <br />O <br />a <br />O <br />�C <br />0 <br />m <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 />(TYP.) VARIES <br />INSU <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 — -J <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD, 90-HOOK (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 & :\ K <br />FOR UNDERLAYMENT <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 E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co <br />MOISTURE BARRIER ° e <br />-SHINGLE ROOF, SHINGLES TO a . <br />BE IN ACCORDANCE w/ ASTM LI=1 I �► I I=1 m I I=1 I =11 I I= <br />D7158-CLASS G or H, or ASTM T • <br />III il�il�► ° I�III=11� <br />D3161-CLASS F, IN — <br />ACCORDANCE w/ TABLE <br />R905.2.6.1 FLORIDA BUILDING <br />CODE 7TH EDITION (2020) hill l I i 11 III-11 <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 <br />ELEV. VARIESQ 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 />-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 />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />c) 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 NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E, <br />CV <br />-'-1I —III <br />I <br />- — D <br />6 MIL VAPOR,/ <br />�r <br />00 <br />BARRIER p 4 <br />111> I <br />r <br />COMP. SOIL. e - <br />� <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />O #5 REBAR CONT._/1'-4" (1 STORY) <br />3" CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />4„ V-8" (2 STORY) <br />U. <br />U, N.O. <br />DETAIL ) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />S3 <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />u i � M I <br />d d <br />a <br />a qd ° ad a _ <br />° e a d ad ° a <br />° ° -�° 2x4 CONT. - a <br />as <br />Q dQ- d <br />° GARAGE DEPTH VARIES ° <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'4' <br />2x <br />S.P.F. <br />STUDS <br />@ 16" <br />O.C. <br />LOAD BEARING OR <br />2x STUD <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />N <br />#5 VERT. IN FILLED CELL <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <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 />w/ (10) 10d NAILS <br />TYP <br />_ <br />r <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL ° z <br />FOOTING MONO SHOWN p p o <br />FOR CLARITY ° _ _ _ _ _ 00 <br />o P I —III —III —III —III —III <br />o D° ° i—i I I —III —III —I 11—I IF z <br />NOTE: gI>Ilil{IIIIIIIIIIIIIIIII111111111111N <br />*FOR BEARING WALL I=III=1 I=III=III=III= <br />W/ UPLIFT ONLY <br />I I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 � 1— <br />-I I I=1 I I —I I I —III —I � I —III —I � I —I � I —I I i—III—I 11—III—I � I —I 11-1 <br />'—III—ill-lil_-111���111�11111111111ii1111i;,lll III III-IIL- <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770" 13 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />° e ° v GRADE <br />00 <br />— I —I _ • _—I 11--t I I-1 I I I' <br />— — ° (1) #5 REBAR w/ OPT. <br />1=SQREFIV ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE C—L <br />SCALE:3/4"=V-0" S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY EXPANSION JOINT <br />CONCRETE SLAB 14" 13" <br />PAVERS O.H.D. RECESS �. z O.H.D. RECESS <br />M� <br />CY) <br />a M <br />-'-` III ,� � 1� •' ,. , a ° T=�fl�= � r III ;I I ...' 4' a 111=I I �• I I-- <br />III�•'e.'at 1 I�I—II •�.aat '.� <br />7� a J.M <br />SEE A/S3 OR J/S6 I�Lr IB SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'.S3 <br />ADDITIONAL INFORMATION. <br />1'4' (1 STORY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ,J <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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />E D D D <br />T ' <br />M <br />I I �T-TTT <br />6 MIL VAPOR BARRIER <br />1 p <br />e <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />ELEV. V-0" 1 <br />A.F.F. T <br />0 <br />ELEV.-0'-31/2" <br />A.F.F. o <br />0 <br />N <br />ens' <br />2x STUDS @ 16" O/C <br />�N�0 �S <br />1C ��N�� <br />INSULATION PER FBC AND ENERGY <br />�/ <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />I <br />BAR <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />- <br />#5 REINFORCING BAR <br />R 1 7!8"—� <br />II T T <br />it <br />#5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM I —_� <br />D1557) — I �I ; I II1111I, 11I <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />291 <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEAMM <br />°A.INTERIOR <br />r CONCRETE NAILS W 1 1/2' <br />J EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE S <br />I—III— <br />M 6 MIL VAPOR <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <br />—2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />ZZ:_-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 t ' <br />WWF OR FIBERMESH ] co <br />• ° - I✓ <br />° <br />K <br />S3 <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR /-tih, <br />(2) HTS20 <br />2x4 P.T. <br />PLATE <br />6 7/16" <br />O.s.a, <br />COLUMN LOCATION <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />0'-0" FIN. FLR.A <br />NV <br />z <br />W0 <br />w <br />J <br />w <br />o w <br />w <br />Cn <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 />W D <br />U T� <br />a <br />g �'If�IIIII — <br />uu'i <br />SEE ROOF PLAN <br />FOR TRUSS <br />CONNECTION INFO <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />FOR STRUCTURAL r <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING wl <br />MIN 7/16" O.S.B. SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN FOR STRUCTURAL <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />AT 8" O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />oo��o'o. � ,.�00000000 <br />.�a 9xK91�. <br />(2) #5 CONT. <br />ON 3"CHAIRS <br />(TYP.) t_�" 114° <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 N _ <br />WWF OR FIBERMESH M d <br />7f LTf--1 I f- O <br />T ilt TIT r r <br />5 <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES r6 x 6 W1,4 x W1.4 <br />S.G.D. (U.N.O.)� F WWF OR FIBERMESH <br />SEE A/S3/J/S6 --' 8" <br />FOR REINF, INFO. <br />OPTION #1 <br />SEE TYP, WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �^ <br />SLAB STEP & RECESS as S.G.D. M <br />SCALE:3/4"=1'-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS = <br />TO FOUNDATION PAD _ d <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />Cl) <br />002 GRADE_ — a ° <br />w I1=III °. 1=1I1=1I1=1I_I=I' <br />z u, o=III—I —1 1=III—III—III w <br />000co= I IIII a� 11= =II - Zz <br />LL U) I —I III —I I III —III I I —III—I 1=_ M W <br />-III III—III—III=1I I —III III=III—I I1= I FOOTING <br />11-III—III=III=1I „I -1I-III— BEYOND <br />PAD REINFORCEMENT " -III—i i—I i I—' <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />N <br />O <br />N <br />cfl <br />��®®,;i111A1lIP�t`, <br />> <br />r <br />CO <br />r + <br />r <br />: - <br />IJJ <br />Of w <br />-_x. <br />�sl':,: 'tit <br />•1 ,+�`A <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 <br />Florida Building <br />Code - <br />Residential 7th Edition. 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