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1 I I <br />W <br />I <br />ccrI <br />a <br />M <br />0 <br />cn <br />.�Q <br />Q <br />0 <br />0 <br />J <br />C:) <br />N <br />V) <br />0 <br />0 <br />Q <br />v <br />n. <br />E <br />0 <br />r3 <br />J <br />0 <br />0 <br />U <br />a. <br />U <br />J <br />N <br />c� <br />0 <br />r <br />J3 <br />0 <br />0 <br />a <br />co <br />S <br />Q <br />m <br />v <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" HIGHS" <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 <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 <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 `I <br />T <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.)411"WWF <br />OR FIBERMESH °' <br />MOISTURE BARRIER <br />° <br />F:�) <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />A . v A <br />DWIR <br />I <br />I I I�f <br />D7158-CLASS G or H, or ASTMI <br />I L <br />I II <br />D3161-CLASS F, IN <br />' I —I I �=„III <br />III -I ° <br />►' <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />=1 <br />ICI I 1111 <br />I II <br />CODE 7TH EDITION (2020) <br />-1 <br />8 <br />i <br />i I <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIES 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 />Hr <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 />co <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 />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />CV <br />°p <br />Z <br />ap <br />M _ <br />h <br />W <br />6 MIL VAPOR_ <br />BARRIER <br />; p r 4 <br />u • • <br />I— <br />COMP. SOIL. <br />° <br />r <br />(COMPACTED TO 95% <br />jIT <br />MODIFIED PROCTOR <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. 90 HOOK (SEE <br />4„ <br />1'-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB--\ <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 ")C" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR „ GYP. TYPE „ X„ @ <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM <br />CONNECTIONS. ABOVE) <br />S.P.F. DOUBLE <br />8"x8"xl6" 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 1V-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 />5/8 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />OIL I 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.) 2 WWF OR FIBERMESH ATTACHMENTS <br />ELEV.-0'-31/2" z 31/2" MIN, 31/2" MIN. I <br />2x4 CONT. A.F.F. <br />1/2"(min.)- 4" <br />CO _ <br />GARAGE DEPTH VARIES 31/2"(m n. - 4" - ° • <br />(2) #5 CONT. 41- 114" 8r <br />GARAGE SLAB AT STEP rB U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP aB SHEARWALL tl C <br />SCALE: 3/4"=V-0" <br />S3 <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 />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />cap'' o <br />CUR <br />05� <br />ecs' <br />M <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 />° <br />o ° I1/2"(min.)-4„ <br />00 C3112"(min)1174!_ �1 =-r� <br />(2) #5 CONT, 4, �TT{ }Tr-`"' mg_ <br />U.N.O. MIN <br />TYPICAL BEARING WALL @ STEP rcC <br />SCALE:3/4"=V-0" III S3 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\ o,��N01 o71 <br />'j , <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />\� <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#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 CC/S3 OR �., <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />x 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 />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />PLATE W S <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <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 />MIN. 2500 PSI CONCRETE SLAB W! <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <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 />w/ (10)10d NAILS N <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />�,P r <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />! _ <br />n , t, <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN, F74OkSsli]GRADE <br />z <br />D <br />ih ,. <br />FINISH GRADE 00 M <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. F <br />MONO OR STEMWALL <br />- - -0 <br />FOOTING MONO SHOWN jj <br />FOR CLARITY <br />_ °O <br />6 MIL VAPOR BARRIER °e. ° <br />- - I—_ O° <br />Z <br />#5 REINFORCING BAR <br />R 1 7/ " <br />8 —� <br />- <br />z <br />° <br />III— —III-- N <br />I r <br />#5 LAP SPLICE <br />NOTE: -' 7. <br />e - <br />*FOR BEARING WALL r COMP. SOIL. (COMPACTED TO <br />W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM <br />)IJ1r-r�i r r <br />177 <br />4„ V-4„ <br />NN FRAME WALL TO C.M.U. WALL CONNECTION <br />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"=1'-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />-_ Q • <br />I I 'III III III-1 . <br />_ (1) #5 REBAR w/ OPT. <br />11=11 I- I I I 1 I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />14" <br />O.H.D. RECESS z <br />M � <br />. r C <br />. er <br />4„ <br />J. <br />T <br />.a I <br />SEE A/S3 OR J/S6 `-] I I I , I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J,1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />EXPANSION JOINT <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAh <br />a INTERIOR <br />a.. � a.-31 /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#) CONCRETE SLAB <br />aA <br />E _ <br />N 11— — <br />M 6 MIL VAPOR <br />BARRIER <br />4l 14 I <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br /># LAPLICE <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 />0. m °. <br />a p <br />ILLI <br />ILLI <br />3 o <br />REBAR DETAILS F <br />SCALE: N.T.S. �S3 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />x x CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 <br />FOR STRUCTURALT <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 P.T. <br />PLATE <br />116" <br />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 />w <br />SCHEDULE <br />c <br />> <br />J <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />Uj <br />CONNECTION INFO. <br />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PRCH SILL <br />_ <br />AT 8" O.C. <br />GARAGE <br />ATTACHM NTS & 18/D1 <br />�1/2" 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 <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />d <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 T <br />o <br />W <br />SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH C,.,Uj <br />t <br />BRICK PAVERS SLAB PER <br />0'-0" FIN. FLR./iikk �COMMUNITY SPECS <br />�i ;% �i %�r`%`` . . •TION <br />TAPERED COLUMN FRAMING �C�D12 <br />- <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 _ <br />WWF OR FIBERMESH , E <br />D' GI I ICI 1 I. —I I �M O <br />T r <br />(2) #5 CONT. - 1 I 1 L, I 1 <br />ON 3" CHAIRS <br />8" V-4" 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT <br />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.) I WWF OR FIBERMESH <br />SEE A/S3/J/S6 J I` " - `- 'T"' 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 -9, !• <br />CONT. FOOTING STEEL MAT REINFORCING. Q ' <br />Cl) <br />co 9 GRAD <br />w <br />z _ • w <br />I— b- Uj Z <br />u- _ `'' Q <br />FOOTING v <br />- BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />sus <br />N <br />o� <br />' N <br />GO <br />•ems <br />0 <br />Q > w <br />o . v, <br />CJ <br />\�\`�11►lliiti!Ftl� �f! <br />\\• yf✓ <br />Q r•NS• of <br />•.••• <br />,f F L ••, <br />ysrr`oRO��SStO <br />l�I�l`f <br />ri'i I1 i 1t11�t1,\\\ <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. 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