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3 <br />W <br />I <br />0 <br />ES <br />m <br />N <br />V) <br />J <br />N <br />O <br />I <br />N <br />N <br />L0 <br />0 <br />? <br />L <br />chi <br />ILI <br />a <br />N <br />N <br />S. <br />a� <br />0 <br />0 <br />CL <br />0 <br />C� <br />M <br />O <br />rn <br />LO <br />0 <br />0 <br />N <br />0 <br />rn <br />0 <br />0 <br />m <br />v <br />N <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 TY <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 _j <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <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 z <br />APPLICABLE. d <br />PRE ENGINEERED WOOD <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 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />o ° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM i, <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) 8„ I <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 f GG <br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=l'-0" k 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 WL <br />U.N.O. U.N.O. <br />#5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />=z; <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 W16X6 <br />d NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C <br />= r <br />N °y <br />- Z <br />00 <br />f. <br />6 MIL VAPOR > __ <br />— = z ' <br />BARRIER ; p 1 <br />COMP. SOIL. ° <br />(COMPACTED TO 95% — — — <br />MODIFIED PROCTOR — <br />ASTM D1557) <br />3" MIN. CLR. <br />ON #5 R CONT.--/1'-4" (1 STORY) <br />CHAIRS TYP. CHAICHAT4„ <br />STD. 90 HOOK SEE <br />1'-8" (2 STORY) <br />U.N.O. <br />U <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-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 O.H.D. RECESS � z <br />M <br />°Q <br />T <br />' <br />•: • <br />SEE A/S3 OR J/S6 = <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / 1'-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 />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />I <br />GARA( <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />M <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 %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 />5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />CI C\/ no no, (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2/ /6x <br />6 W1.4 x W1.4 <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />�31/2"MIN. �31/2"MIN. . <br />° e ' <br />° 1/2"(min.)-to <br />— — T 1/2"(min.)- 4„ <br />ti, y - - <br />31/2"(min. -41 ° 31�17411 IF <br />(2) #5 CONT. ;, (2) #5 CONT. 4„�T{I" 'T'g <br />4 1-4�8r <br />U.N.O. MIN.U.N.O. N. <br />TYPICAL BEARING WALL STEP SHEARWALLrc-'�TYPICAL BEARING WALL @STEP CC <br />"SHEAR WALL" SCALE: 3/4"=l'-0" S3 SCALE: 3/4"=1'-0" S3 <br />GOB•" �� <br />0 <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" O/C EDGES, AND 12" O/C FIELD. <br />� <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\MJo s <br />J <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ \conk <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 />;a #5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />04 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <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 AOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />° <br />@ 24 O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />�� <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 />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 />W/ (10) lOd NAILS <br />SPACED EVENLY <br />iv <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />a <br />BOLTS 6" MAX FROM <br />- <br />6 x 6 W1.4 x W1.4 _ <br />TYP <br />T 2x P.T. PLATE <br />.� <br />PER MFR INSTRUCTIONS <br />w <br />END OF 2" x PLATE <br />WWF OR FIBERMESH M E <br />ASSUMED FINISHED <br />#3 OR #4 REINFORCING BAR <br />� <br />GRADE <br />- ° . <br />N� <br />i <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F - 40ksi <br />a <br />° <br />Z <br />.° <br />M p <br />FINISH GRADE oo <br />25"MIN LAP [30"MIN LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />to <br />° c <br />MONO OR STEMWALL➢. <br />FOOTING MONO SHOWN14- =RRTIIE�'Ff <br />FOR CLARITY °O6 MIL VAPOR t> to ° -°C? <br />— —,z #5 REINFORCING BAR <br />#5 LAP SPLICE <br />NOOR BEARING WALL - T COMP. SOIL. (COMPACTED TO <br />W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM — — <br />D1557) <br />4" 1'-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 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />.-6x6W1.4xW1.4 <br />WWF • - FIBERMESH <br />GRADE <br />�Iln09111-1IN1 �111=�tl Igil <br />• . <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 />O.H.D. RECESS d <br />CV ' <br />Cl) <br />N . a' ; , • w <br />T. . <br />1 a - <br />— • , :. 4„ OP <br />. •y I <br />t <br />SEE A/S3 OR J/S6 -I I T. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0° CONT. BEAD SEALAN <br />INTERIOR <br />A. -3 1/2" <br />.• 4 <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 />c0 <br />E- <br />F- _ <br />M 6 MIL VAPOR <br />BARRIER <br />1: 1 '11;=1L=1►sue=�r—n��n�u <br />0 9 <br />loll <br />'�II�II�.IL=11i� �III� <br />(2) #5 CONT.— <br />O <br />N 3" CHAIRS <br />��. <br />REINFORCING•1 HOOK <br />BEARING#6 LAP SPLICE TYPICAL INTERIOR <br />REBAR DETAILS rF WALL w/ UPLIFT <br />FOR <br />FOR TRUSS <br />AT 24" O.C. MAX. " <br />" " CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />coo <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7116" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />—2X STUDS @ 24" O.C. U.N.O. <br />g <br />o <br />SEE DETAIL 16/D1 FOR <br />w COLUMN SIZE AND BASE <br />LU CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />O.C. <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />—INSULATION PER CHART <br />z SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />0 SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />Q <br />> w/ MIN. (2) #5 VERTICALS <br />_€ <br />> <br />-j FILLED SOLID (SEE PLAN FOR <br />= 6 x 6 W1.4 x W1.4 N <br />o <br />W SIZE AND REINFORCEMENT) <br />'- WWF OR FIBERMESH r, <br />° <br />BRICK PAVERS or SLAB PER <br />o <br />0'-0" FIN. FLR.jk <br />COMMUNITY SPECS <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0" ��S3 <br />SEE A/S3/J/S6 --' 1 8• <br />FOR REINF. INFO. OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS S.G.D. rm-"� <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD = <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />So GRADE M <br />LU <br />w <br />�aWw v <br />LL � <br />M Cr <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 />N <br />o <br />. <br />�o <br />Z � <br />Q� o <br />co 4 <br />3 �`'z'�'° <br />3 <br />a3i cu i <br />m <br />�� mo <br />o <br />a � <br />Cl <br />i <br />�F(o W/V <br />iftsl/l/fRtklr�l\�`���i <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />de <br />drawings comply with the 2020 Florida Building Co - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />�E <br />Lorj 0 ��C <br />(n N Q LL <br />a N C-i V 5225 J <br />U_ LL <br />LL <br />5 <br />5 a <br />0 V J a he04 <br />Z t- <br />o <br />LW��pjO' m w <br />ZL0NZ¢J <br />Z N OU U <br />Z N cq <br />z $ <br />z a <br />or <br />N z a <br />� p <br />V <br />O w s <br />Y / <br />� E <br />® lJ J J <br />r c4 <br />= <br />U 0 �' <br />c ch <br />� <br />• <br />�0 <br />o <br />w <br />CIO <br />M <br />U- <br />Z C <br />o <br />Z <br />2 <br />> <br />a E <br />wo <br />'<� <br />>� <br />Z <br />Q <br />o <br />V <br />o0 <br />wi <br />Z® <br />oa <br />ro <br />o E <br />Ma <br />VO <br />as <br />0o <br />Z <br />w0 <br />X< <br />w= <br />c <br />ao <br />mf <br />o1 <br />Zap}z <br />m J <br /><b <br />�Z <br />8 <br />°0 <br />�° <br />1w <br />W <br />�ff <br />=3 <br />J <br />o <br />w <br />a <br />0 <br />a <br />'o <br />C3 <br />v <br />aH <br />° <br />zlz <br />3 <br />gO <br />� <br />'M <br />O <br />a� <br />T <br />(0 LO <br />LO <br />T <br />T <br />`0 <br />^, <br />CN <br />AQ <br />�/ / <br />LO <br />ii <br />I"' <br />M1ii _ <br />O <br />O <br />M <br />0 <br />N <br />T <br />N <br />QLO <br />LO <br />M <br />M r <br />:3T N LO <br />o <br />Z <br />E N <br />E r <br />- <br />a <br />v <br />c°� -j ¢ o <br />c <br />JOB <br />NO: 23-06123 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />