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3 <br />-v <br />rn <br />LO <br />Lo <br />Cr <br />C <br />l <br />O <br />a <br />0 <br />O <br />0 <br />J <br />Cn <br />rn <br />0 <br />N <br />a <br />Q Zo <br />0 <br />01 <br />Q� <br />0 <br />N <br />LO <br />0 <br />c <br />0 <br />0 <br />.a <br />3 <br />H <br />a <br />CD <br />/ <br />a <br />Q> <br />E <br />v <br />J <br />N <br />0 <br />LZ <br />Z <br />U <br />0 <br />w. <br />v <br />C-)I <br />0 <br />N <br />0 <br />0 <br />Do <br />v <br />0 <br />0 <br />N <br />0 <br />CN <br />00 <br />as <br />17 <br />v <br />cn <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 />16d TOENAILS T & B <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 3 1/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />E <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />�= <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />" <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />p <br />° <br />e ° <br />_ <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ASTM <br />-1 I MII=1 I I=1 m p <br />I• III —I r=1 I I D <br />III=1 I I=1 11= <br />D7158-CLASS G or H, or ASTM <br />i <br />1=III—III—III—I p <br />II—III—III=III-1' <br />D3161-CLASS F, IN- <br />12 <br />TYP. <br />(TYP.) VARIES <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />" "I=111=1 I I=III=1 1=111=1 11=111=1 I1=1 11=� I r <br />=III III —III —III —III III —III III <br />-1 I-IIII[IIII I I- <br />I I II <br />CODE 7TH EDITION (2020) <br />I I II i 11 <br />RESIDENTIAL <br />8 <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSHI - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />GG <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" <br />S3 <br />ELEV. VARIES <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />LUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />\12"N.0. 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 PTBASE NAILER <br />4"x4" INSPECTION <br />3 1/4" 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 />W1.4XW1A WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />� <br />E00 <br />' <br />Ia <br />Cl) <br />=1 I1=1 I I —I <br />I <br />6 MIL VAPOR <br />IIII <br />p pl <br />00 <br />BARRIER <br />' <br />, p C <br />III <br />D <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />11 III <br />—I I <br />MODIFIED PROCTOR <br />11I <br />I I III —III <br />—I <br />I I I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT.—/ <br />ON 3" CHAIRS TYP. <br />1 STORY <br />( ) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <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 5 2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />O.H.D. RECESS � z <br />PAVERS <br />rM <br />-IIII I fi I I I a 4 00 <br />' ' •• <br />III=III •4 . • < <br />SEE A/S3 OR J/S6—"-I _l, III 11 11 I I III IIII 1= <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 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />7V11r <br />I I <br />5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP, TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. ABOVE) <br />S.P.F. DOUBLE <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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR <br />3/8" 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 />SIMPSON SP1 w/ (10)10d NAILS <i— <br />5/8"° x IF NOTED, THIS REFERS TO THE <br />10" "J" BOLT @ 24" O.C. W/2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. ll (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />OIL <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL <br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS <br />Z -0-3 1/2 ELEV. 3 1/2" MIN. 3 1/2" MIN. <br />— <br />„ 2x4 CONT. - _ - A,F.F. O ° <br />r a - C) 1/2"(min.)-4, <br />1 ° " °° 2 <br />—„ <br />GARAGE DEPTH VARIES 3 1min. - /2 (4 I I III I— = III III I <br />- 1T=1 I I I I f—III—III—I I f I �I I LTT <br />(2) #5 CONT. 4" 1'-4" 8" <br />U.N.O. MIN. <br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALLlil C <br />SCALE: 3/4"=V-0" 13 "SHEAR WALL" SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE Gil <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10) 10d NAILS <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />00 <br />FOR CLARITY <br />-TT- <br />- <br />- z <br />_ <br />I <br />NOTE: <br />lily <br />1 <br />*FOR BEARING WALL <br />- N <br />W/ UPLIFT ONLY <br />- <br />-I I <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />' ° a GRADE <br />00 I-11_-1 I==-1_=lHil1:--1 I 1EHI_- <br />- � —1 I I—III-1 I 1—III—I ' <br />"(1) #5 REBAR w/ OPT. <br />1=1TI—i i I —III— I I= 11=111= 11=SCREEN 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 />T <br />O.H.D. RECESS <br />. <br />M <br />Cl)�..•' ' a �, Q... •a. <br />I 0? <br />SEE A/S3 OR J/S6-I I II I I III 1111 I I 11 I P <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1'4" (1 STORY) <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 />7v1"r <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 />b <br />_ III—I_I <br />00 <br />— —III- <br />31/2"(min.) - 4" =III=III /•' =1 I ( 1_TI=� I <br />�I I I —I I-111 <br />=1 11 it I I [::-1 I 1=1 I I 11= I f III —III �' <br />(2) 45 CONT. I I 14„I hIIII ��1144,� IIII II 118,1- I <br />U.N.O. MIN. <br />1/2"(min.)- 4" <br />TYPICAL BEARING WALL a@ STEP CC <br />SCALE:3/4"=V-0" S3 <br />COW <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eos <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. 2x STUDS @ 16" O/C 10 M N�o s <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ — APPLICATION NOTE: <br />INTERVALS NOT EXCEEDING 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR <br />INTERVALS <br />VALE N ADDITIONAL INFORMATION <br />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 AOOK DETAIL SIMPS10d NAILS <br />SSP1 w/ (10) <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR <br />FIBERMESH BAR Q BOLTS 6" MAX FROM <br />WEEP SCREED INSTALLED I A I I x <br />o END OF 2" x PLATE <br />PER MFR INSTRUCTIONS LU <br />#3 OR #4 REINFORCING BAR 0 p <br />p p p GRADE 40 MIN. Fy 40ksi a ° <br />N z_ #3 & #4 LAP SPLICE <br />T ° p D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a -1 I Imo —III —III m <br />co — .p p. 25' MIN. LAP [30" MIN. LAP] g 1=I 11=1 I I —III D <br />w 11=III=III 1=� p • <br />6 MIL VAPOR BARRIER -111 III D p ° I =11 II I= I I — oO n —III—I I I <br />11= I A. <br />' . 111) I �=III— #5 REINFORCING BAR R 1 7/8 <br />'' _III p I I—III-11I� III I IT r T #5 LAP SPLICE <br />II III=III—I <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557) I IIIII I�I I�1 IIII 11�1 I� I I=� <br />4" 1'4' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-T <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />2 1/2" FROM SLAB <br />CONT. BEAD SEALAl <br />— ' ¢ INTERIOR <br />v a 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 6 MIL VAPOR - —�- <br />BARRIER i rr <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 />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 />WWF OR FIBERMESH r, <br />a I I <br />K <br />S3 <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />r <br />BEAM SIZE & <br />I f CONNECTION INFO <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />U) <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />o <br />SIZE VARIES PER PLAN <br />j <br />w/ MIN. (2) #5 VERTICALS <br />> <br />� <br />FILLED SOLID (SEE PLAN FOR <br />LU <br />w <br />LU <br />SIZE AND REINFORCEMENT) <br />o <br />LU <br />U) <br />PAVERS or SLAB PER <br />0'-0" FIN. FLR.j� <br />COMMUNITY SPECS <br />,,RICK <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />(TYP.) 8" 1'4' <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 />3501 MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N = <br />WWF OR FIBERMESH -CO <br />E d <br />p II —III —III —III- <br />91 <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR ,F] VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />I <br />SEE A/S3/J/S6 —� 1�h—"'— "'— 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �' <br />SLAB STEP & RECESS 1 S.G.D. M <br />SCALE:3/4"=V-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _E <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />00 z GRADE " M <br />w - -I <br />z l w — • w <br />1--o_w� _ U <br />Owsi)z •st • • _ Q <br />00 "'tea <br />- FOOTING v <br />BEYOND <br />I n <br />AD REINFORCEMENT I P � <br />II 3 MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL Illl N <br />SCALE: N.T.S. S3 <br />� <br />d <br />C W <br />�. <br />s 0 <br />C3 G <br />Cy� G <br />O <br />U C- C" A <br />- `°mom <br />RoL <br />N L <br />N <br />W <br />°i E" c <br />E <br />e <br />3 cc <br />3 Ccy CD .= <br />� <br />N <br />A <br />c E <br />c o <br />d. J <br />o ' <br />4�.,��q,.1ti168a :er rjt, <br />tea, ••.•..,t••° <br />Iw. <br />fyfif � O T` <br />� i3 we 6 <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginee s signature and seal. <br />1A <br />W v E <br />C:) <br />Q 8 <br />0 <br />N 0 <br />��� N 'S 4 <br />U! 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F w tip•%. 77 7- <br />- t <br />