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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 />(TYP.) VARIES <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />1 V-0" (11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <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" 0/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 <br />MOISTURE BARRIER <br />>all <br />° <br />SHINGLE ROOF, SHINGLES TO <br />d . <br />BE IN ACCORDANCE w/ ASTM <br />- - I _ p <br />I I <br />I Q <br />r <br />D7158-CLASS G or H, or ASTM <br />I - • <br />I <br />D3161-CLASS F, IN <br />L ° <br />I41 <br />11 11 11' <br />ACCORDANCE w/ TABLE- <br />I I <br />R905.2.6.1, FLORIDA BUILDING <br />=I I <br />I I•I <br />CODE 7TH EDITION (2020) <br />8" 1 <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 <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" l S3 <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE 'l @ GARAGE <br />\12'N.O. <br />W/A HABITABLE ROOM <br />2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8'l KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <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 />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />d <br />NOTE:EXTEND <br />WIIAXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />N ' <br />�► <br />Z <br />co g <br />C7 <br />6 MIL VAPOR <br />o <br />Z <br />- <br />BARRIER <br />4", <br />D <br />COMP. SOIL. <br />ar <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />- <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />1'-8" (2 STORY) <br />- <br />DETAIL) <br />- <br />TYPICAL WALL SECTION A <br />SCALE: 3/4" =1'-0° S3 <br />OPT: DEPRESS SLAB 5 Y" <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 �4t z <br />C•7 <br />1. I'i1 f11�11 11=�11 <br />- • • <br />F <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />5/8"OR 1/2" HIGH STRENGTH -� <br />'TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />1(O HIGH STRENGTH <br />`- <br />(U,N.O. (OR %$' GYP. TYPE "X" @ <br />BLOCKING 12" O.C. w/ 2 12d TOE NAILS <br />@ () <br />(U.N.O <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />TOP PLATE <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />2"x S.P.F. (OR EQUAL) STUDS @ Ill U.N.O. <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING Ill FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) <br />INDICATED ON THE PLAN. ATTACH <br />(ALT:1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />NSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />@ 24" O.C.) <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" Q.C. W/ <br />____SIMPSON,SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />2"°x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" <br />(ALT: 1/2"x12" TITEN HD @ 24"1;2x <br />P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />A.F.F. <br />O.C. OR 5/8"x10' WEDGE ANCHORx <br />6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />@ 24" O.C.) <br />WWF OR FIBERMESH <br />ATTACHMENTS 2" <br />ELEV. 4-3 1/2" Z <br />31/2" MIN. <br />31/2" MIN. <br />A.F.F. p <br />n <br />All <br />0 <br />CV <br />6 <br />;0 <br />°.1/2"(min.)-4" <br />— <br />00 <br />Im <br />=11' Ph' =oil .=11=11.=1L=;11.=11 <br />• <br />"SHEAR WALL" SCALE: 1 <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 />T 1/2"(min.)- 4" <br />,II .. ffin l��®o1�11FF11� <br />11�!ll 11"��II�II N <br />II�IIc-11=11�' <br />• i� i� <br />• r� <br />SCALE:3/4"=1'-0" � S3 <br />OS�CV <br />t�E <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />ecs <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 />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ cow <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 />SEE SECTION C/S3 FOR <br />10'-0" (R302.11) <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <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 />5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 <br />"° �� " " "° " <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />LT INFO. <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 />LIFT ON <br />(IF LIFTON <br />5/8" x 6" EPDXY BOLT OR <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />WALL SEE <br />6 1/4"x31/4" TAPCONS <br />() <br />MIN. 2500 PSI CONCRETE SLAB W/ <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 />*SIMPSON SP1 <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />6" MAX <br />PLFAROM <br />w/ (10) 1Od NAILS <br />iv 2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />w <br />END OF 2'BOLTS <br />FWWF1R FIBERMESH <br />r' v <br />TYP <br />,- <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />I' <br />o <br />GRADE <br />i„ • ° ' <br />z <br />#3 8t #4 LAP SPLICE <br />GRADE 40 MIN. i 40ksi <br />a <br />s . <br />u <br />z <br />.p <br />Cn o J <br />FINISH GRADE o° <br />25 MIN. LAP [30 MI LA ] <br />" " N P <br />[GRADE 60 MIN. Fr- 601csi] <br />a <br />g <br />I m • p _. <br />4 <br />T T <br />MONO OR STEMWALL <br />A <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />_ <br />l _ °O <br />6 MIL VAPOR BARRIER p ;, " .' <br />r <br />R 1 7/8" <br />w <br />- ° ° <br />#5 REINFORCING BAR::��S <br />— <br />REINFORCINGCOMP. SOIL. (COMPACTED TO /A 36- MIN, LAP [36' MIN. LAP] ON 3' Cli <br />95% MODIFIED PROCTOR ASTM 101, (TYP.) <br />•• HOOK <br />OR FRAME WALL FOOTING <br />A A TYPICAL EXTERI REBAR DETAILS rF WALL w/ UPLIFT <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. S� <br />11 6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4 <br />Wit• GRADE <br />. a <br />00 ! <br />(1) #5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT <br />BLOCK WALL BEYOND <br />_ <br />13' <br />O.H.D. RECESS E <br />N ' <br />Cl) <br />A. <br />y" <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS rTl <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"=1'-0" S3 SCALE: N.T.S. ll S3 SCALE: 3/4"=V-1l S3 <br />VARIES <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . (U.N.O.) <br />I WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O. I <br />FOR TRUSS <br />AT 24" O.C. MAX. " <br />SEE PLAN FOR x x " CONNECTION INFO <br />" & LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN c ° <br />(2) HTS20 FOR STRUCTURAL r <br />BEAM SIZE & N ' <br />CONNECTION INFO M <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />U-0" J CONT. BEAD SEALM <br />• ' ¢ INTERIOR <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#) CONCRETE SLAB <br />'m w <br />00 <br />E_ <br />v <br />M 6 MIL VAPOR _ <br />BARRIER <br />2x4 #2 SYP P.T. FRAMING w/ - �- <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ''T 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. - <br />w l SCHEDULE OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />c') C <br />.E <br />w <br />COLUMN SIZE AND BASE <br />-1 <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. rM <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 />� MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTINGATTACHMENTS <br />& 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />., <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD S <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />Cn <br />CONT. BEAD SEALANT <br />a <br />j <br />w/ MIN. (2) #5 VERTICALS <br />00 Z GRAD <br />-"' <br />E <br />> <br />-j <br />FILLED SOLID (SEE PLAN FOR <br />-i <br />_ 6 x 6 W.1.4 x W1.4 <br />WWF OR FIBERMESH <br />Uj w <br />SIZE AND REINFORCEMENT)C7LU <br />il! I_ <br />a • li i_I - - <br />�,, <br />Cn <br />I- a w w <br />- <br />z <br />BRICK PAVERS or SLAB PER <br />S o - • <br />- _; <br />• `! _ <br />z <br />e <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />" <br />CC <br />-1 <br />- - <br />-I <br />=� <br />w <br />4�� <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=1'-0" S3 <br />DOTING v <br />= -1 BEYOND <br />PAD REINFORCEMENT " - <br />�• '' •'• :' • '''•.' ; IPA 3" MIN. CLEARANCE <br />v.A 16 - SEE IINDATION (SEE SCHEDULE) FOOTING WIDTH <br />,�. CONC. PAD INFO. <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N <br />SCALE: 31 = 1'4• <br />SCALE: N.T.S. S3 <br />CU Il a <br />-0 0 <br />p <br />c04 <br />tL3 c <br />u .s <br />c <br />N E Q <br />�Q0�� <br />N N <br />N <br />3:. N <br />�>` <br />7 NW <br />W E <br />0 0 0 <br />— <br />i <br />w <br />F L O% <br />�''• <br />�., �1 •.......... <br />, <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 Florida Building Code - <br />Residential 7th Edition. 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