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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 />P') VARIES <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 J <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />V <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <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 & <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH `e) <br />MOISTURE BARRIER <br />n�k <br />R° <br />SHINGLE ROOF, SHINGLES TO <br />a ° <br />---- <br />BE IN ACCORDANCE w/ ASTM <br />�_ _ <br />'" : <br />• <br />D7158-CLASS G or H or ASTM <br />�I�I <br />top <br />W11 <br />D3161-CLASS F, IN <br />° <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />8„Ti' <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR <br />BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES <br />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 />6" 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 <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />Q <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />d <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C <br />E <br />_ � <br />1 <br />' <br />L <br />° • <br />002 <br />— <br />°Q <br />6 MIL VAPOR <br />I <br />> <br />_ <br />- _ <br />- z <br />BARRIER <br />; p 1 <br />2 <br />u • • <br />COMP. SOIL. <br />T <br />(COMPACTED TO 95%- <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />O #5 REBAR TYP. <br />ON TYP. <br />�1'4' (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O.CHAIRS <br />. <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 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />14" <br />PAVERS <br />O.H.D. RECESS z <br />M <br />7. <br />LL11 <br />. .. <br />,, <br />4" <br />00 <br />_L <br />SEE AlS3 OR J/S6 <br />T <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1' <br />" (1 STOR) <br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' <br />8" (2 STOR)[) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />S3 <br />ADDITIONAL INFORMATION. <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 C <br />I I <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />5/8"OR 1/2" HIGH STRENGTH "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR / GYP. TYPE "X„ @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />-- SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <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 />-- IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" OIL (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"00' WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.G.) 2"x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV. -0'-3 1/2" 9 31/2" MIN. 31/2" MIN. _ <br />\ A.F.F. O ° a -►— <br />J_ <br />- ° 1/2"(min.)-4" <br />N r 1/2"(min.)-4„ <br />00 <br />31 /2"(m n. 4' <br />(2) #5 CONT. 411 <br />B U.N.O. MIN. <br />TYPICAL BEARING WALL STEP" SHEARWALL <br />S3 "SHEAR WALL" SCALE: 3/4"=V-0" <br />O`'�CJP <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. BOUNDARIES, 6" O/C EDGES, AND 12" 0!C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C <br />2x STUD No �N <br />I Ili--,111:?II II 8 <br />U.N.O. MIN. <br />TYPICAL BEARING a • K`Cc� <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />\�/ ca�� <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 />10'-0" (R302.11) <br />_ <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10 -0 (R302) <br />7/8.11" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <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 />„° rr rr r� , ° �� <br />5/8 x 10 J BOLT @ 24' 0/C W/ 2' X 3/16 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK 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 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. W/ 7" 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 />SPACED EVENLY <br />FIBERMESH <br />BAR <br />a <br />BOLTS 6" MAX FROM <br />6 x 6 W1.4 x W1.4 <br />w/ (10)10d NAILS <br />N <br />'- <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />o <br />END OF 2" x PLATE <br />WWF OR FIBERMESH <br />TYP. <br />ASSUMED FINISHED <br />ci <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />v <br />° <br />n <br />GRADE <br />N <br />n . o <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />.� <br />a <br />a <br />M <br />A D <br />t. <br />FINISH GRADE °O <br />_z <br />25" MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />r <br />MONO OR STEMWALL <br />� <br />- , <br />° <br />FOOTING MONO SHOWN <br />00 <br />- <br />LU <br />� <br />- <br />a <br />- <br />FOR CLARITY <br />6 MIL VAPOR BARRIER <br />e• ° <br />- - <br />- - - <br />#5 REINFORCING BAR <br />R 1 7/8" <br /><- <br />z <br />° <br />— T T <br />z <br />#5 LAP SPLICE <br />_ <br />NOTE: • <br />*FOR BEARING WALL r COMP. SOIL. (COMPACTED TO <br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM <br />4" <br />FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING <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 A Id =v GRADE <br />Q <br />.a II II lit Ill <br />_ _ _ (1) #5 REBAR w/ OPT. <br />-I I P I I - I I I GRE�NENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13' c <br />O.H.D. RECESS E <br />CV <br />Cn <br />=C <br />CV •' : a <br />M <br />I <br />. OP <br />14 <br />4" <br />T <br />SEE A/S3 OR J/S6 -I I I I I " <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 ST 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 />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=V-0" <br />P.T. 2x 1/2" GYP, BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-of, J CONT. BEAD SEALAI` <br />INTERIOR <br />A.a v -3 1/2" <br />'... <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 />A° a <br />C <br />— <br />N— <br />M 6 MIL VAPOR <br />BARRIER <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 />WWF OR FIBERMESH Cl, <br />d' w <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0° S3 <br />36" MIN. LAP [36" <br />MIN. LAP] <br />ON 3" CHAIRS <br />10" <br />8" 11411 OII <br />(TYP.) o <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 G <br />SCALE: <br />N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <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 />AT 24" O.C. MAX. <br />CONNECTION INFO <br />= <br />° <br />SEE PLAN FOR'N <br />&LAYOUT DESIGN <br />• <br />TOP OF BEAM <br />a <br />SEE ROOF PLAN <br />o0 <br />c �7�_� <br />a A <br />coc <br />(2) HTS20 <br />FOR STRUCTURAL <br />:- <br />E 1,=rj <br />a , <br />BEAM SIZE & <br />N <br />a <br />CONNECTION INFO <br />PLATE <br />2x4 #2 SYP P.T. FRAMING w/7l6TE <br />SEE A/S3/J/S6 <br />^�1- <br />MIN 7/16" O.S.B. SHEATHING <br />8• <br />O.S.B. <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />W <br />ac <br />o <br />¢ <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />COLUMN LOCATION <br />Q <br />� <br />uw <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g <br />w <br />COLUMN SIZE AND BASE <br />a <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. <br />M <br />Cn <br />SCALE:3/4"=1'-0" S3 <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />'1 <br />O.C. <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 c <br />TO FOUNDATION PAD E <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. r ' <br />w <br />SIZE VARIES PER PLAN <br />Cl) <br />w/ MIN. (2) #5 VERTICALS <br />oo z <br />RAD <br />FILLED SOLID (SEE PLAN FOR <br />o <br />W <br />SIZE AND REINFORCEMENT) <br />LU <br />z � <br />• <br />w <br />w <br />co <br />fp- a w W <br />z <br />BRICK PAVERS or SLAB PER <br />O o z <br />• • • • <br />= z_ g <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />L` � <br />w <br />FOOTING v <br />BEYOND <br />ti <br />, <br />PAD REINFORCEMENT <br />3" MIN. CLEARANCE <br />•.•y <br />_•..• <br />�' ' •• <br />SEE FOUNDATION <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />•• • '•• <br />CONC. PAD INFO. <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: 3N'= 1'-0" <br />SCALE: N.T.S. S3 <br />t <br />N <br />No <br />0 <br />ti <br />� O W <br />r` s <br />Z o` o <br />� <br />� CC <br />w y o �o <br />-cm !V Y <br />Ol <br />y E = c <br />cn <br />Bic r <br />A y QJ .Ga <br />c E <br />2 <br />v. j <br />M <br />N <br />N <br />O <br />0 <br />A. <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 />Residentlal 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 />r» <br />E <br />o M <br />'I'm <br />5 NU d rn S <br />0 =� 2 j `e p3 <br />Lo 4 <br />Z v S <br />4 Cro J LL w <br />u- <br />LL 0- <br />J <br />_ c°�_ a <br />L r0 jj <br />W :3 WILD O <br />W_ I. <br />��OiOj <br />m w <br />usN M Z 4 J <br />= O U to 0 <br />❑ W ❑ <br />z_ <br />z <br />z o <br />v <br />J <br />z <br />V)CD <br />Co <br />03 L1J <br />U <br />Q) <br />O w <br />N Ly N <br />W � <br />R� <br />Uo <br />• <br />Q Y <br />N <br />o <br />w <br />z$ <br />z <br />c <br />l-'i- <br />Cl <br />zo <br />oa <br />p� <br />>M <br />� <br />a8 <br />Q <br />E <br />Fu V <br />< = <br />ZO <br />I0AI K <br />F- r0 <br />10 <br />a�w <br />00 <br />Z <br />w= <br />C: <br />U <br />g <br />z <br />m Q! <br />Jz <br />Nal <br />tl <br />Qw <br />CQ� <br />A <br />O <br />Zq Uz <br />W <br />S <br />0 <br />arrz <br />� <br />�¢ <br />yLL <br />=� <br />K <br />s <br />=O <br />a <br />� 7 <br />J <br />< <br />w <br />zIa <br />r <br />8- <br />cai 3 <br />so <br />2 <br />rA <br />�L <br />J <br />O <br />rn <br />0 <br />L- <br />LO <br />co Lo <br />r <br />0< o <br />N <br />Cr4 <br />a. <br />N <br />~ <br />O U- <br />M <br />CO <br />O <br />N <br />L O <br />E <br />4� CD <br />Ln L <br />z <br />l0 <br />Z <br />N <br />E r m <br />E <br />m <br />a <br />v ¢ o <br />-j <br />JOB <br />NO: 23-04903 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />