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3 <br />w <br />I <br />m <br />M <br />co <br />v <br />N <br />0 <br />co <br />C> <br />0 <br />J <br />0 <br />Cp <br />O <br />I <br />N <br />0 <br />d- <br />v <br />v- <br />0 <br />a <br />i <br />0 <br />3 <br />Q <br />r'7 <br />CN <br />d <br />r` <br />0 <br />0 <br />J <br />i <br />a <br />0 <br />v <br />0 <br />J <br />LZ <br />M <br />0 <br />LO <br />0 <br />0 <br />0 <br />a_ <br />0 <br />0 <br />v <br />W <br />Q <br />m <br />0 <br />FOR UNDERLAYMENT <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />V <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. d <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 />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE _E <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 />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.)4111-- <br />WWF OR FIBERMESH <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />t, a <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />- <br />D7158-CLASS G or H, or ASTM <br />11-I—I—� I �__� , • I I I 1=1 11=1 I (=) <br />'—i <br />D3161-CLASS F, IN <br />I=J III— — — <br />12 <br />ACCORDANCE w/ TABLE <br />' I I=1 I —I I III I <br />TYP.) VARIES <br />Z <br />R905.2.6.1 FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />=III III—IIIIII=1 I I=II'11) I I —� L II �' <br />-1 I �, ICI I II I I II <br />�T111 <br />8 -4 <br />RESIDENTIAL <br />II <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />5/8" OR 1/2" HIGHJ <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 />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES 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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />L <br />NOTE:EXTEND <br />MAMA WWF OR <br />° <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />71 <br />BELOW GRADE <br />CV <br />_ <br />r ° o <br />° � <br />I <br />- Z <br />� � <br />'° <br />_ _ <br />co <br />- <br />6 MIL VAPOR <br />o <br />09 <br />BARRIER <br />—I <br />p r 4 <br />D • • <br />I _ <br />C" <br />COMP. SOIL. <br />° - <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />T <br />iTf=Tl <br />t= <br />I I I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. HOOK (SEE <br />U.N.O. <br />4 „ <br />1'-8" (2 STORY) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5%" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR —� <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />`SIMPSON SP1 <br />w/(10)10d NAILS <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: , <br />`FOR BEARING WALL <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />n <br />I <br />GARA( <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-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. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR Y$' 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 />17' C" A. (ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2 <br />3 1/2" MIN. <br />D <br />00 <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />5/8"OR 1/2" HIGH STRENGTH —� <br />(U.N.O.) (OR %" GYP. TYPE "X„ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />'SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <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 />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°0/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <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 />INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10) 10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10) 10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />INCLUDE THE WALL <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS 2" <br />WWF OR FIBERMESH <br />3 1/2" MIN. <br />— EF <br />1/2"(min.)III —�- 1/2"(min.)1/2"(min.)-4" _ — ��- 31/2"(min.) <br />I I L Tff— I I �` -I 11-1 I f 11Tt 11T--- I L1�-1�T71 <br />(2) #5 CONT. 8 ;r (2) #5 CONT. <br />4 �T <br />4 1-4 "'-4' TTT rrr8; <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL (cD STEP as SHEARWALL C TYPICAL BEARING WALL @ STEP <br />"SHEAR WALL" <br />SCALE:3/4"=V-0" k C) I SCALE:3/4"=V-0" <br />Go°' ` Ev t <br />c�a <br />Qcs <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\� �GGNZ\N <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />P 1"x .T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10-4' (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" O/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 />5/8"x6" BOLTS BOLT <br />BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />5/ 24" O.C. VERT. OR <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 />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <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 />"' <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />N <br />t+' <br />Z <br />#3 &#4 LAP SPLICE <br />GRADE40MIN.Fy=40ksi <br />Z <br />ch <br />° D' <br />0 <br />FINISH GRADE o0 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />r1= — <br />O° <br />6 MIL VAPOR BARRIER <br />t> P ° <br />_= <br />0O <br />R 1 7/8" —� <br />#5 REINFORCING BAR <br />#5 1 AP SPI IC;F <br />"' COMP. SOIL. (COMPACTED TO I • ° ° —� <br />95% MODIFIED PROCTOR ASTM I I= I I I � <br />D1557) �I - I — <br />4" V4. <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"=V-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />° ° °v GRADE <br />° _ l�l—ICI ICI—lil �• <br />-0) #5 REBAR w/ OPT. <br />' 1=1 I I —I 11=1 I I 11=1 I I— I SGRE.EN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND <br />— 14 O.H.D. RECESS z 1 O.H.D. RECESS <br />M� <br />A. <br />N • a <br />d. <br />4" <br />7EI 1I <br />„v <br />II� III III <br />SEE A/S3 OR J/S6 —'`ILII I I�� I I III I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6--"- -Illi I I II I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 <br />ADDITIONAL INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALA� <br />ot <br />. .... <br />• INTERIOR <br />A. a. -3 1/2" <br />v <br />CONCRETE NAILS W 1 1/2' <br />co EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE S <br />_ .m <br />0? •9 [� .. . I <br />E <br />1— <br />co 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 cat <br />WWF OR FIBERMESH <br />K <br />S3 <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 />Q BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />uw p <br />U <br />— .. a <br />jI m <br />3��7 -III- <br />W ' I— '�77� D <br />� -r�l l l.: a <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 />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM LAY LIT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL r <br />BEAM SIZE & <br />I CONNECTION INFO <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 />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />I J <br />COLUMN SIZE AND BASE <br />LU <br />CONNECTION INFO. <br />Cn <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />i.°: <br />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 />U) <br />0 <br />SIZE VARIES PER PLAN <br />a <br />> <br />w/ MIN. (2) #5 VERTICALS <br />> <br />w <br />FILLED SOLID (SEE PLAN FOR <br />W <br />SIZE AND REINFORCEMENT) <br />o <br />W <br />U) <br />BRICK PAVERS or B PER <br />", All �,., r, „ � <br />/ COMMUNITY SPECS <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10-4' (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 a <br />WWF OR FIBERMESH c,, . <br />a I> . <br />N411i-911 ME 11 I - <br />(2) #5 CONT.- <br />ON 3" CHAIRS <br />(TYP.) 8" 1'4" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <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.)r <br />� I WWF OR FIBERMESH <br />SEE A/S3/J/S6 ­' 1 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS 6 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. r ' <br />co GRADE <br />LU <br />Z, = • <br />1-- W W <br />W <br />0 c _ • • • • Z Q <br />ILL cU) <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT —/ CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL Ill N <br />SCALE: N.T.S. S3 <br />N <br />`= <br />IN <br />�, <br />a <br />M dam'] yG <br />n B o <br />L <br />t1�1 O ✓ Q <br />is y d <br />v <br />'W c <br />d ca <br />¢_C3 <br />o <br />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 Code - <br />Residential 7th Edition. 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