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3 <br />ly <br />I <br />3 <br />a <br />co <br />O� <br />Cn <br />N <br />J <br />0 <br />I <br />N <br />0 <br />7 <br />rn <br />0 <br />0 <br />3 <br />a <br />PO <br />0 <br />i <br />d <br />E <br />E <br />`o <br />c <br />J <br />0 <br />v <br />U <br />i <br />i <br />.n <br />a <br />z <br />I <br />Y <br />i <br />0 <br />0 <br />A <br />IL <br />N <br />N <br />0 <br />c <br />0 <br />d <br />N <br />N <br />M <br />0 <br />W <br />Ci <br />9 <br />0 <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" 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. 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 />FOR UNDERLAYMENT 16d TOENAILS T & B <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 & ai <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 <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER D ° <br />SHINGLE ROOF, SHINGLES TO A . <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM I IL1lll I —I o D I I I I II <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE 111- I I I l r <br />R905.2.6.1, FLORIDA BUILDING =1 III -III —I -[�- I I lip I r <br />CODE 7TH EDITION (2020) <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 GG <br />ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 <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 />M 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 />c <br />CV ° D <br />° t <br />Z <br />00 <br />M <br />D <br />- <br />6 MIL VAPOR/D —_ <br />z_ <br />BARRIER ; C —�K 4 <br />P • • <br />COMP. SOIL. ° <br />T <br />(COMPACTED TO 95% - <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT._/11-4" (1 STORY)l <br />N CHAIRS TYP, <br />STD. 90 NOOK (SEE <br />U.N.O. 4" V-8" (2 STORY) <br />U <br />DETAIL) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" = V-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� T O.H.D. RECESS z <br />M <br />.:. <br />. T <br />SEE A/S3 OR J/S6--I L I I <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 Ki - 1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />I <br />GARA( <br />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 />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"4" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <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 />4 <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />` <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />oo <br />NOTE: <br />2 <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />° A. <br />" "v GRADE <br />00 <br />,Q — T III TII III I' <br />_ - _ _ (1) #5 REBAR w/ OPT. <br />11111 I 11 I � 11 I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13' <br />O.H.D. RECESS <br />fV � <br />M <br />1 . <br />M1j.-II s.. III 11�11 11 <br />J <br />'4„ I I OP <br />� r <br />II I . :.lit <br />SEE A/S3 OR J/S6 J -I Lli I I I,, I I I r- <br />FOR REINF. INFO. 3' MIN. CLEARANCE <br />V-4" (1 ST RY) <br />V-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 />10'4" (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 />CV .D D .D <br />mot• n .D <br />6 MIL VAPOR BARRIER D ° <br />D <br />e <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 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK 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 />(ALT: 1/2"02" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />�31/2" MIN. <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 />9/8„ „ „ <br />(U.N.O.) (ORGYP. 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 />2"°x3/16" 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 />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <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 />-4- ` <br />�31/2"MIN. <br />MIN. <br />D SHEARWA <br />SCALE: 3/4"=V-0" <br />1/2"(min.)- 4" <br />•c0)S�GJ�� <br />vcs <br />2x STUDS @ 16" O/C \M°Ms <br />INSULATION PER FBC AND ENERGY Ica Uo� <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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />- R 1 7/8" <br />_ #5 REINFORCING BAR <br />2 #5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO - D <br />11 ! <br />95% MODIFIED PROCTOR ASTM I - <br />D1557) , rrr rTr <br />41 11 <br />-4,1 <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 <br />1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALAh <br />- <br />¢ <br />• •. <br />INTERIOR <br />a.. a. <br />-3 1/2" <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#) <br />CONCRETE SLAB <br />ae . <br />s <br />00 <br />C <br />E <br />. <br />} 7; <br />I— <br />M 6 MIL VAPOR - <br />BARRIER <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 />6x6W1.4xW1.4 <br />1 `WWF OR FIBERMESH M <br />K <br />S3 <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 />'�'n����` 1�1. 11• <br />11�- i1JN p 11 11 II II'11� <br />SCALE: 3/4"=V-0" <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 <br />� <br />6 . <br />m <br />a _ p <br />w e <br />N ° <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 />.- <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 P.T. <br />PLATE <br />7116' <br />O.S.B. <br />COLUMN LOCATION <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />Cn w <br />0 <br />SCHEDULE <br />it <br />a <br />j <br />SEE PLAN FOR STRUCTURAL <br />g <br />W <br />COLUMN SIZE AND BASE <br />oLUCONNECTION <br />INFO. <br />SECURE 2 4 P T BTM PLATE <br />SEE DETAIL 16/D1 FOR <br />x <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 />SIZE VARIES PER PLAN <br />W/ MIN. (2) #5 VERTICALS <br />w <br />FILLED SOLID (SEE PLAN FOR <br />W <br />SIZE AND REINFORCEMENT) <br />0 <br />W <br />U) <br />BRICK PAVERS or B PER <br />COMMUNITY SPECS <br />0'-0" FIN. FLR.Ai <br />11100,61 WWI <br />�. <br />(2) #5 CONT. =1 <br />ON 3" CHAIRS <br />8" V-4" <br />(TYP.) <br />1/2"(min.)- 4" <br />CC <br />S3 <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 . <br />0 1L —2]l��ll' - <br />-�Ili�ll 11 11 <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� I 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 an 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 _� <br />CONT. FOOTING STEEL MAT REINFORCING. <br />M <br />00 2 GRADE <br />W <br />Z = •/I LU <br />t- W p U <br />LU <br />0 LU LU � _ • • • • = Z QZ <br />LL � M Q <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 />M <br />N <br />O <br />N <br />C <br />C" a <br />N o z <br />a� �o <br />cc E� <br />Q 6 Gh G <br />ME = <br />= LL- 0. <br />N <br />_Rom <br />N O <br />d <br />'c <br />3 °= <br />a <br />3- <br />9= <br />3 m <br />� 3 �- <br />d <br />E <br />o <br />o- C+ <br />N <br />O <br />N <br />O <br />M <br />No i E 87;,0 <br />• •• J 1 - OF ' �.:• •• <br />. <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 />S N - -0m <br />4 <br />N <br />O C �A <br />/�% <br />\% ] °P N LL LL <br />� <br />d: ��v�25 LL a o.� <br />Q a u_ LL 2 tL Y ( <br />55 Z <br />Z CO <br />CIL <br />a r <br />-a-- s 0. 0o <br />cm LU <br />W=2NSd0z <br />W 00 7gCj <br />Z <br />�n N 0 F=- <br />VZ O U ❑�❑ <br />W <br />V 9 � <br />z N <br />z <br />Z n <br />S <br />13 <br />n- N <br />0 <br />) <br />�Qz LL <br />4—J LU <br />U � <br />O w $jAkL <br />V) m <br />�N <br />A. <br />w <br />® ~ — E <br />t 8 <br />I <br />U <br />0 <br />N <br />o <br />W <br />o <br />� <br />a o <br />zo <br />>s <br />Z <br />z® <br />E u <br />w� <br />z <br />oa <br />ro <br />O <br />p <br />- <br />U o <br />O <br />O Q <br />Z <br />o <br />�Z <br />WZ <br />LL� <br />IT <br />WO <br />�w <br />` <br />W <br />�z <br />Z <br />j <br />m J <br />=U <br />m <br />Z <br /><w <br />3 <br />a 0 <br />< <br />zo <br />go <br />W <br />rSn <br />oLL <br />w <br />a <br />�F <br />m <br />r <br />o <br />wA <br />;o <br />M <br />5 <br />ate_ <br />OU3 <br />12 <br />> <br />J <br />OrT <br />m <br />c� <br />Co <br />O <br />CV <br />6 o <br />N <br />(n 2LO <br />N <br />I— <br />4-0 m 0 <br />CIO <br />m <br />L.c i <br />N <br />r <br />Q 0 <br />T <br />E <br />C iY'i <br />Z <br />m <br />Z <br />i/i <br />c <br />FO <br />E <br />C <br />a <br />U � Q <br />JOB <br />NO : 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />