Laserfiche WebLink
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.) <br />TYP') VARIES <br />INSU <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS —\ / / INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10--1 (R302.1 1) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER ° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM =L=� II I �I m . I I—�—I I I- �- <br />1-III=1 I� b I I �I � 1=1 11= r <br />D7158-CLASS G or H, or ASTM I - • <br />I-IT�� P 1=1 — <br />D3161-CLASS F, IN - <br />ACCORDANCE w/ TABLE- <br />iLr <br />R905.2.6.1, FLORIDA BUILDING =T� II��I II II II <br />CODE 7TH EDITION (2020) _I-1 r I' ' I <br />RESIDENTIAL 8 <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT <br />ELEV, VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ALUMINUM FASCIA <br />\12'N.O. 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"X16" 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 />C <br />NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />CN ' <br />T- <br />- <br />\ ° <br />° \ <br />• <br />I <br />- Z <br />002 <br />Cl) <br />P <br />_ <br />00 <br />6 MIL VAPOR <br />I <br />> <br />_ - <br />BARRIER <br />_z <br />04 <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95%TFEi <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT._/1'-4" <br />ON 3" CHAIRS TYP. <br />(1 STORY) <br />HOOK (SEE <br />U.N.O. <br />4" <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" =1'-0" <br />Q3") <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS-\ <br />GG <br />S3 <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 CONT: <br />I I <br />GARAGE DEPTH VARIES <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. I I <br />5/8"x6" "J" BOLTS BOLT <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 />—44 <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 I I <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />P.T. PLATE <br />TYP. <br />ASSUMED <br />ASSUMED FINISHED <br />'1 n <br />GRADE <br />MONO OR STEMWALL <br />Z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />NOTE: <br />- <br />*FOR BEARING WALL <br />T <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />° GRADE <br />00 — — _ — = a • <br />I�t ICI—Ir I <br />- _ _ _ (1) #5 REBAR w/ OPT. <br />=1 I i= 11=SGREj�N ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />— 14 O.H.D. RECESS <br />M � <br />.. ?l \-A CV <br />r <br />• • V) <br />d.'• r et T� <br />e., 4 0o <br />e I <br />SEE A/S3 OR J/S6--I i-I1I- I I, I I LL 17 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS ri1 <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 f i <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />5/8"OR 1/2" HIGH STRENGTH <br />I I <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />I I <br />5/8"OR 1/2" HIGH STRENGTH <br />I I <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(OR %" GYP. TYPE @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />.) <br />GARAGE <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />CONNECTIONS. <br />TOP PLATE <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)11 NAILS <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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12)10d NAILS <br />U.N.O. <br />SHEATHING REQ'D. FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @BOUNDARIES, 6" O.C. @ <br />NSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C. ) <br />NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 wJ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" OIL <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR 2 <br />2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL <br />2x P.T. BOTTOM PLATE <br />6 W1.4 x W1.4 <br />A.F.F T <br />C <br />@ 24" O.C.) <br />WWF OR FIBERMESH <br />/6x <br />ATTACHMENTS //2rr �� WWF OR FIBERMESH <br />ELEV. -0'-31/2" z <br />�31/2" MIN. <br />> <br />�31/2" MIN. <br />> <br />b <br />U <br />A.F.F. p <br />u.. <br />N <br />° -�31/2"(min.)-4"11/2"(min. <br />)-4° <br />- o ° <br />00 G •' <br />31/2"(min.)- 4" <br />—►Iil I :I <br />r00 <br />_ - <br />— III <br />31/2"(min.) <br />I <br />&rjT Ii <br />-I I <br />1 — <br />(2) #5 CONT. 4" 1 4„ <br />8„ <br />(2) #5 CONT. 4" <br />8" <br />U.N.O. <br />MIN. <br />U.N.O. <br />MIN. <br />TYPICAL BEARING WALL @ STEP <br />@ SHEARWALL C <br />TYPICAL BEARING WALL @STEP CC <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" S3 <br />SCALE: 3/4"=1'4° S3 <br />eos <br />SHEAR WALL REQUIRES 2x BLOCKING@ SEAMS. <br />2x STUDS @ 16" O/C <br />\ �N��tV v9 <br />jwo <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />/' \ <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />INTERVALS NOT EXCEEDING <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 FIOOK DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP 124" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />PER MFR INSTRUCTIONS <br />_z <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F740kkssii,FINISH <br />GRADE w <br />(GRADE 60 MIN. F <br />25" MIN. LAP [30"MIN. LAP] <br />6 MIL VAPOR BARRIER . o. \ ° . <br />I <br />I - - 00 <br />R 1 7/8" -� <br />_ <br />r <br />#5 REINFORCING BAR <br />0S I AP API IrF: <br />II _ <br />COMP. SOIL. (COMPACTED TO <br />MODIFIED PROCTOR ASTM <br />D1557 <br />4" V-4"� <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />2rr 1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALANT <br />INTERIOR <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 />00 <br />E- <br />CVCl) 6 MIL - <br />BARRIER =rT1 ' <br />II <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <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 n <br />U <br />Uj <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />11 (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 />3501 MIN. TENSION 26011 <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH <br />D 1T�Tfi=TTT� o r- <br />(TYP.) 8" V-4" 8„ <br />10" <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 <br />("'G <br />SCALE: 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 />SEE PLAN FOR <br />CONNECTION INFO <br />- d . <br />TOP OF BEAM <br />& LAYOUT DESIGN- <br />HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />d <br />c — — - — a " e e <br />d I I- TT T r rl I't ^ <br />`' <br />(2) <br />TTT <br />I <br />BEAM SIZE & <br />r ' a <br />r <br />I <br />CONNECTION INFO <br />M ° <br />I: <br />T �L1TG <br />2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 R� - 8" <br />CIOSCHEDULE <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. OPTION #•I <br />a <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />r� <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. M <br />Cn <br />SCALE: 3/4"=1'-0" S3 <br />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR _ w/ 1/4"x3" TAPCONS <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL I I <br />I <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD - <br />-INSULATION PER CHART <br />Z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL I <br />I MAT REINFORCING. cQ ' <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />Q <br />> <br />w/ MIN. (2) #5 VERTICALS <br />oO g GRADE <br />�j <br />E <br />> <br />FILLED SOLID (SEE PLAN FOR <br />-j <br />6 x 6 W1.4 x W1.4 <br />,`i; <br />SIZE AND REINFORCEMENT) <br />c�% <br />• <br />WWF OR FIBERMESH M <br />C <br />a w <br />v <br />BRICK PAVERS or SLAB PER <br />O o U)_ ' • <br />• • -- _ z a <br />a <br />-0" FIN. FLR. <br />SPECS <br />U_0' <br />`' Cr <br />(jj—iIT=TT�TTT TTT=TTT <br />- _ <br />- <br />- - <br />_ -COMMUNITY <br />IL <br />FOOTING � <br />_ITT r <br />BEYOND <br />' ti .r .. ' : • <br />PAD REINFORCEMENT <br />3" MIN. CLEARANCE <br />V AA :� <br />SEE FOUNDATION <br />(SEE SCHEDULE) FOOTING <br />WIDTH <br />.w .. r ,•. <br />CONC. PAD INFO. <br />SEE SCHEDULE <br />rK <br />TAPERED COLUMN FRAMING CD12 <br />PATIO COLUMN FTG. DETAIL N <br />S 3 <br />SCALE: 3/4' = 1'-0" <br />SCALE: N.T.S. S3 <br />O <br />C <br />Cn C, <br />LO <br />" y <br />c <br />1 <br />s= <br />O <br />U <br />, <br />CV <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 <br />Florida Building <br />Code - <br />Residential 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 />1 z <br />f!y ci <br />N <br />O m <br />0 r` <br />Q <br />c� <br />LL w <br />0 <br />3 LL <br />d <br />5 z_ <br />m IS °' <br />a <br />-. <br />> f6 N O <br />_ <br />00 <br />0 <br />WCl) <br />��°_jO' <br />$ <br />m w <br />z0 <br />IL <br />N Z <br />Q <br />I^ <br />N <br />OU <br />o <br />z <br />CD <br />Z N M <br />o <br />CO <br />z N <br />z o � <br />J <br />r <br />N <br />z <br />C7 0 <br />LL <br />,� l <br />T <br />f0 <br />w <br />� <br />U <br />OL. <br />s <br />f) <br />2 <br />Van <br />U <br />Lu�E <br />�r. <br />— _ $ <br />, <br />' <br />= r <br />U ) <br />c <br />• <br />O <br />co <br />J <br />w <br />M <br />o3 <br />z <br />z <br />o_ E <br />o <br />g <br />QO <br />Z® <br />oa <br />Fco <br />CL <br />Zas <br />Itoz <br />o� <br /><=Iz <br /><o <br />w� <br />L <br />n7 <br />�c¢az <br />z <br />O 'r <br />U <br />wm <br />m 0 <br />Z <br />Z <br />J <br />< ° <br />QW <br />z <br />Cn <br />z <br />O <br />a3Z <br />W <br />C:3 <br />� <br />V <br />zla <br />aF_ <br />0 3 <br />2N <br />0 <br />.L <br />> Li) <br />(/0 <br />a; <br />m <br />o <br />> <br />0 <br />_LO <br />T <br />O <br />Q <br />CV <br />00 <br />T <br />U) ° <br />m <br />O <br />Q <br />2 <br />04 <br />C <br />.Q <br />04 <br />O <br />Q <br />� <br />0 <br />N <br />L0 <br />T <br />3 T_ <br />ui <br />a <br />Z <br />Z <br />C <br />a <br />() ° <br />¢ Co <br />JOB <br />NO: 22-03326-03321 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />