Laserfiche WebLink
3 <br />-o <br />w <br />1 <br />N <br />t2 <br />Q <br />N <br />u7 <br />ID <br />a <br />N <br />0 <br />N <br />0 <br />i <br />N <br />LO <br />0 <br />CD <br />0 <br />2 <br />cn <br />Q <br />co <br />M <br />CV <br />N <br />0 <br />a <br />E <br />0 <br />`v <br />i <br />o.: <br />J <br />T7 <br />N <br />N <br />L0 <br />Jj <br />LO <br />a <br />a <br />0 <br />L <br />0 <br />0 <br />W <br />0 <br />z <br />2-.5 <br />v <br />cn <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 />INS <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 I <br />INSULATION PER --� <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90'HOOK (SEE DETAIL <br />v <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />16d TnFNAII S T A R <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />1 <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" /Ir6 x 6 W1.4 x W1 A r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A 4 <br />WWF OR FIBERMESH <br />MOISTURE BARRIER 1 D . a • <br />SHINGLE ROOF, SHINGLES TO _ e ° <br />BE IN ACCORDANCE w/ ASTM -III= <br />=1 I I —I I —III I D 41W <br />D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ' I-1 I I I III —I ° — <br />ACCORDANCE w/ TABLE ' I I �I I-III-1 I=I 1=1 I=1 I I=I I-III=I <br />R905.2.6.1, FLORIDA BUILDING -I I III —III —III —III III —III I I —I <br />CODE 7TH EDITION (2020) 8 -11 I I I1 i 11 I I I I I I II I II I I- <br />11 <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 <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"&'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-N <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 />w <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E <br />' <br />D <br />D <br />`° <br />Cn <br />D <br />W <br />6 MIL VAPOR <br />I I <br />D <br />1=1 <br />I= - z <br />- <br />BARRIER <br />11 <br />r <br />COMP. SOIL. <br />I I II1 <br />1 <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />III <br />III TTi=TTT <br />I <br />71I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />CHAIRS TYP. <br />ON <br />1'4' (1 STORY) <br />STD. 90 HOOK (SEE <br />O <br />4" <br />1'-8" (2 STORY) <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 <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />SEE A/S3 OR J/S6 J-I Ill l l 11 it I I� I IiP <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / 1'4' (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 />? Z <br />mac; <br />GG <br />S3 <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ <br />(12)10d NAILS <br />J z I J <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 <br />co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />OIL <br />A F F O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2 <br />11111 <br />ELEV. -0'-31/2" 31/2"MIN. <br />A.F.F. O <br />2x4 CONT. w <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH — <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <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 />(12)10d NAILS <br />-2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 1U-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) - <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 />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" <br />SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. <br />- = <br />1/2"(min.)-4" <br />°O :11=1 I F' <br />—�I ° l <br />31/2"(min.-4�I — <br />GARAGE DEPTH VARIES <br />ITj-1I _III' <br />I I - <br />I' - <br />I 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 <br />N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <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 />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />W/ (10) 10d NAILS <br />_ <br />`�' <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />' <br />' <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 />— <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3112" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />_ _ _ _ =(1) #5 REBAR w/ OPT. <br />II I I II I II I =11=1 I I= 11=S.QREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />—� O.H.D. RECESS <br />T 4 .. . w <br />-"I I IT—�— III=11 "-- <br />—III—i I 4„ I I °° <br />SEEA/S30RJ/S6J -'L 11 IllT,li IMP <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />N ' <br />CO <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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />c <br />E D D <br />N a .D <br />n <br />D e <br />M <br />6 MIL VAPOR BARRIER <br />�I I1111 p <br />0 <br />(2) #5 CONT. 4" 1'-4" 8" <br />I. <br />U.N.O. MIN. <br />TYPICAL BEARING WALL C STEP @ SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=1'-0" <br />c� <br />- 0 <br />ecs' <br />2x STUDS @ 16" O/C ��o s <br />INSULATION PER FBC AND ENERGYN <br />FORM SUBMITTED WITH PERMIT /' \ <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />3RD LAYER 1/8" THICK. K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <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 />co <br />31/2"(min4 <br />(2) #5 CONT. _l 1 1 4U.N.O. =T_II11 1=1I I1I=I1 I I I —JTMIN. <br />TYPICAL BEARING WALL S <br />T�r1E1-[rP@'—Ti� <br />2X PT PLATE 20" MIN. LAP [24MIN. LAP] #5 REINFORCING <br />LZ WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />=1 I I=l= AAA\AA,R 1 7/8" <br />#5 REINFORCING BAR <br />T�IIIIIIIfllllI T <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557)1TfiiiD ' <br />4" 1'4' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" — CONT. BEAD SEALANT <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 />E � <br />M 6 MIL VAPOR <br />BARRIER —III=I III II II <br />�I l f Tf1 ,11 I,i l l <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 />E <br />6x6W1.4xW1.4 N ' <br />WWF OR FIBERMESH <br />K <br />S3 <br />• •I I I IC W <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR /-6 ' <br />TOP OF BEAM <br />(2) HTS20 — <br />2x4 P.T. <br />PLATE <br />7/16' <br />O.S.B. <br />COLUMN LOCATION <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />z <br />O <br />w <br />Q <br />> <br />w <br />J <br />w <br />o <br />w <br />w <br />U) <br />SCALE: 3/4"=V-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 ANCHOLU <br />Q BOLTS 6" MAX FROM <br />LU <br />CO <br />o END OF 2" x PLATE <br />11' D <br />V <br />0— <br />Tf I—ITf— I ' <br />(2) #5 CONT. —I I I-1 I I: <br />ON 3" CHAIRS 8" 1' 4" <br />(TYP.) <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (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 r <br />WWF OR FIBERMESH <br />p D <br />—I I f—III—I I f <br />r- <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />VARIES <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />FOR TRUSS <br />CONNECTION INFO— <br />& LAYOUT DESIGN <br />' <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />r <br />G — _ _ _ —d <br />I I 1 <br />4' ' d d00 G <br />d .ITITT�T <br />M C <br />BEAM SIZE & <br />-� <br />r <br />CONNECTION INFO <br />III <br />2x4 #2 SYP P.T. FRAMING w/ <br />_' • <br />—_ <br />7 I DTI 111,I <br />f1—I <br />1 "� <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />4'� �`-4 <br />8 <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />COLUMN SIZE AND BASE <br />CONNECTION INFO, <br />SLAB STEP & RECESS S.G.D. <br />rM <br />SCALE:3/4"=1'-0" <br />S3 <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />MASONRY WALL AND <br />O.C. <br />PAD FOOTING <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. r ' <br />SIZE VARIES PER PLAN <br />M <br />W/ MIN. (2) #5 VERTICALS <br />z <br />GRADE <br />FILLED SOLID (SEE PLAN FORUj <br />= <br />_ <br />SIZE AND REINFORCEMENT) <br />z z <br />_ _ <br />„• <br />�- <br />-- <br />w <br />z <br />BRICK PAVERS or SLAB PER <br />Ow�� <br />00 <br />. • ,. <br />- <br />= z <br />M <br />COMMUNITY SPECS <br />" <br />a <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: N.T.S. S3 <br />e+n <br />N <br />N <br />0 <br />o <br />a. r- <br />-o m <br />,.,,- a <br />N c0 N <br />0- <br />3; <br />r <br />a <br />..a <br />c +tct 4t <br />..•.. r®� <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />9) <br />W -00 E <br />a 8 <br />V aC <br />5 00 o <br />N <br />0 �) <br />inti�-,10 <br />N <br />to °;mom <br />CJ I u <br />MLL- 3 a <br />W <br />a <br />Z _°' In <br />L mg, z <br />_ <br />Wo ter_ o 0 <br />W ��O_j6' m w <br />Z N co z ¢ J <br />IL <br />Z OU <br />v <br />W ❑❑ <br />z N M <br />oco <br />z co <br />Q �a <br />J <br />a � <br />n <br />M <br />N z �Cz <br />o <br />� <br />4-' v7 <br />w <br />U T <br />O w o <br />Ln c N <br />�N � <br />U � <br />I", c <br />E <br />I <br />i <br />L <br />W <br />(p <br />M <br />J <br />h < <br />� <br />z <br />z <br />� <br />u_ <br />wo <br />'zo <br />z® <br />a <br />V <br />o� <br />z <br />oa <br />� ra <br />_E <br />h <br />? o <br />o <br />L <br />o <br />�W <br />�a <br />¢o <br />mo <br />Z <br />m <br />oQ <br />a'w <br />�V <br />W <br />m <br />�0 <br />�F, <br />�3 <br />C_ <br />J z <br />w¢ <br />�I0 <br />� <br />CM <br />ti <br />Z< <br />U <br />00 <br />O <br />2 <br />> <br />L6 <br />p <br />C <br />rn <br />cc <br />m <br />� <br />N <br />Ln <br />Ln <br />r to <br />r <br />(� <br />CV <br />m — <br />Lid <br />a _j 2 <br />— <br />0LO <br />CN <br />N <br />LO <br />T <br />LO N <br />T <br />LO <br />co <br />M L <br />o <br />z <br />z <br />E (� <br />@ <br />a <br />E -a «� <br />U 0 <br />Q <br />c <br />JOB <br />NO: 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />