Laserfiche WebLink
3 <br />Cx <br />a <br />rn <br />CD <br />S <br />N <br />0 <br />N <br />0 <br />N <br />i <br />Q <br />0 <br />N <br />0p <br />J <br />M <br />N <br />t <br />i <br />v <br />i <br />C <br />3 <br />CI <br />Q <br />0 <br />i <br />E <br />F•- <br />E <br />s <br />i <br />s <br />0 <br />v <br />i <br />i <br />ri <br />0 <br />0 <br />J <br />LZ <br />O <br />S <br />C <br />0 <br />N <br />W <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 />P') VARIES <br />INSU <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 />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />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 <br />N <br />r- <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />ip° <br />SHINGLE ROOF, SHINGLES TO <br />e <br />BE IN ACCORDANCE w/ ASTMD7158-CLASS <br />G or H, or ASTMD3161-CLASS <br />F, IN <br />' <br />ACCORDANCE w/ TABLE <br />*8" <br />R905.2.6.1, FLORIDA BUILDINGCODE <br />7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - 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"=1'-0" 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 "X" @ GARAGE <br />W/A HABITABLE ROOM <br />12" <br />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 />8" C.M.U. TYPICAL <br />NAILER <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 CONCJPER <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ <br />0- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />Z <br />00 <br />M mr _ <br />s <br />6 MIL VAPOR <br />> <br />z <br />BARRIER <br />1> �r <br />4 <br />D <br />r <br />COMP. SOIL. <br />• <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />ON #5 REBAR CONT. <br />CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. O <br />U <br />4" <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />K'�A <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />14 <br />PAVERS <br />O.H.D. RECESS z <br />M � <br />• r <br />FRIM <br />—I <br />SEE A/S3 OR J/S6 <br />T <br />FOR REINF. INFO. <br />3" <br />MIN. CLEARANCE <br />V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />GARAGE DOOR SLAB RECESS <br />J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.`IIIIIiiS3 <br />ADDITIONAL INFORMATION. <br />*1F --r/AF —7/IF <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) CONNECTIONS. <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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <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 ANCHO]21-1 <br />NSULATION PER CHART ON FLOOR PLAN <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 />IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS <br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />11 <br />A F. F. t O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />° ° ° ° @ 24" O.C.) 2 F OR FIBERMESH ATTACHMENTS 6 x 6 OR FIBERMESH <br />a ° ° ° ° ° ° ° ° a ° ELEV. -0'-31/2" �31/2"MIN. �31l2"MIN. <br />° ° <br />a ° ° ° <br />° ° 2x4 CONT. ° ° A.F.F. O e ° <br />_ / _ <br />° ° d ° ° ° d ° ° N P °• ° 1/2"(min.)- 4" o ° 9' — — 1/2"(min.)4A" <br />0 1 <br />GARAGE DEPTH VARIES ° ° 31/2"(m n. - 4" ° • 31/2"(min)�- <br />.4 y <br />I=y <br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. '' <br />GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP <br />TYPICAL BEARING WALL STEP SHEARWALL C @(*'CC <br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'4° S3 <br />co- �.( <br />O S�GVRE <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.t�E <br />NAILED W/ 8d COMMON NAILS @ 4" 0/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,� N�N�o S <br />LOAD BEARING OR <br />W <br />INSULATION PER FBC AND ENERGY <br />�/ co <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 />NOTE: <br />SEE SECTION C/S3 FOR <br />10'-0" (R302.11) <br />:a <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 />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />N <br />"J" <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />5/8"° x 10" BOLT @ 24" 0/C W! 2"°X 3/16" <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />" <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />5/8"DIA. EXPANSION BOLT 24 <br />�° <br />ON <br />(IF NO UP LIFT ON <br />WALL SEE LIFT <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 />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP 24" MIN. LAP] <br />[ <br />#5 REINFORCING <br />SPACE ANCHOR <br />3500#, MIN. TENSION 2600#) <br />*SIMPSON SP1 <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />BOLTS 6" MAX FROM <br />6 x 6 W1.4 x W1.4 N c <br />w/ (10)10d NAILS <br />N <br />2x P.T. PLATE <br />., <br />WEEP SCREED INSTALLED <br />END OF 2" x PLATE <br />WWF OR FIBERMESH '- E <br />M <br />TYP. <br />T <br />ASSUMED FINISHED <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />o <br />w <br />U <br />.. <br />e <br />, <br />u <br />' <br />GRADE <br />�„ <br />_ ° '" <br />z <br />#3 & #4 LAP SPLICE <br />GRADE40 MIN. Fy=40ksi <br />a <br />e <br />" <br />p <br />°' <br />FINISH GRADE O0 <br />25"MIN. LAP 30" MIN. LAP][GRADE <br />[ <br />60 MIN. Fy= 60ksi] <br />a <br />g <br />— <br />m p <br />_ Q <br />— r r <br />MONO OR STEMWALL <br />° <br />— <br />. <br />�r <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />° ow <br />D D D <br />_ _ oO <br />6 MIL VAPOR BARRIEff-It <br />;. ° <br />— <br />;: <br />R 1 7/8" <br />`� <br />_— <br />° o P <br />=1 <br />I =1 i =I = (=III=I <br />N <br />Z <br />#5 REINFORCING BAR <br />— — <br />— <br />r <br />° <br />°=1 <br />I=1 I I —I I I —I 11- z <br />#5 LAP SPLICE <br />(ON <br />_ <br />— <br />pul <br />NOTE: <br />*FOR <br />p P <br />8 <br />1=1 <br />III— <br />—III=1 I —I 1-111-1 I <br />I 1=III=III-111-111COMP. <br />SOIL. COMPACTED TO° <br />(10"(TYP.) <br />36" MIN. LAP [36" MIN. LAP) <br />3" CHHAIRS <br />8" <br />1'.4" <br />8" <br />BEARING WALL <br />I=i <br />I=1 I I=III=III=III=' T <br />W/UPLIFT ONLY <br />_ _ _ _ <br />__ — — —_= <br />95% MODIFIED PROCTOR ASTMD1557)1'-4" <br />#s REINFORCING BAR <br />#5 STD. 90 HOOK <br />— I <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD <br />TYPICAL EXTERIOR FRAME WALL FOOTING E <br />REBAR DETAILS <br />F <br />WALL w/ UPLIFT <br />rG <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/4"=V-0" S3 <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />RI AR INFORMATION. <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />GRADE1 u­ 101 �11 11=11=.11911 <br />EW <br />-- - I 1�IT�I1�ITu II�10� _ • <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 />CV ' <br />M <br />_ <br />N • <br />4. <br />4' <br />°P <br />lit <br />L <br />SEE A/S3 OR J/S6 -I I I I l t r 1" , I 1. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />1'-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 />J CONT. BEAD SEALAI'I <br />INTERIOR <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 e <br />' - <br />N_ <br />M 6 MIL VAPOR — <br />BARRIER <br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO ° <br />SEE PLAN FOR & LAYOUT DESIGN <br />TOP OF BEAM a <br />SEE ROOF PLAN c_ a <, ' °. ° ' ePM <br />-� <br />(2) HTS20 FOR STRUCTURAL _� _ <br />Al' -BEAM SIZE & ' <br />CONNECTION INFO r <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 g <br />co <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. <br />rM <br />CA) <br />SCALE: <br />S3 SCALE: 3/4"=1'-0" <br />—2X STUDS @ 24" O.C. U.N.O. <br />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 FOOTING <br />ATTACHMENTS & 18/D1 <br />::z-­ 1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTLLS <br />END FILL E <br />TO PAD a <br />—INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. 1' ' <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />M <br />/ CONT. BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />9 <br />GRADEa <br />FILLED SOLID (SEE PLAN FOR <br />- _ _ _ <br />° a _ <br />6 x 6 W1.4 x W1.4 �, <br />SIZE AND REINFORCEMENT) <br />C7 <br />;III=III <br />° <br />°• <br />�=III= =III=I <br />r <br />WWF OR FIBERMESH M <br />z w a=III— <br />I— a w <br />I <br />—III—III=1 —I I w <br />1= 1=11= U <br />a SI✓ <br />BRICK PAVERS or SLAB PER <br />W <br />p o _ <br />=III <br />-III=I <br />! <br />• °• <br />— — — — = z z <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=V-0" S3 <br />1 1 I S COMMUNITY `� <br />• • <br />BEYOND <br />PAD REINFO 3" MIN. CLEARANCE <br />ION (SEE SCHEDULE) <br />- - ---- „ <br />TAPERED COLUMN FRAMING rCD 12 PATIO COLUMN FTG. DETAIL � �N <br />0 <br />N <br />cfl <br />0 <br />vV;'•No PE78750 ';* <br />:cc: <br />= :W: <br />ySTA? E o <br />0. \�Q,•�\�: <br />0Na� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfica'ons contained wkhin these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a .o <br />g <br />a <br />0Lo 0) <br />ra_ ILa 5 <br />0 -9 <br />Me � r0 m 0 J <br />Z 'o ¢ a <br />,r•) M Z J N O <br />N <br />LW <br />OU -a (0 <br />Z <br />❑a❑ <br />z � <br />z <br />a <br />N <br />(o Z <br />� 0 o <br />d--J <br />� a <br />•U N <br />— g <br />S <br />O <br />C <br />I ^ <br />O <br />U c <br />5 <br />c U) <br />• <br />�0 <br />o <br />w <br />z�o <br />U- <br />E E <br />�� <br />� <br />ZQ <br />Q <br />o <br />C, <br />OoN <br />�'z <br />�U <br />� <br />-= <br />an <br />wm <br />o <br />�o¢ <br />OM <br />Z <br />W< <br />�0 <br />— <br />C <br />o <br />O <br />>Z <br />z <br />rw <br />O6U <br />fmW <br />p <br />W <br />3 <br />LL <br />aZ <br />�L <br />� <br />N Z <br />o <br />F <br />o= <br />IIIIIIIIII' <br />d' <br />ow l°d <br />O 3 <br />.2 10 <br />> Lo <br />� <br />O <br />m <br />L � <br />0 <br />0 <br />r <br />�> <br />' <br />Q <br />' <br />Y 22 <br />O <br />(j <br />(O <br />nC' m O <br />T <br />� co O <br />VV <br />2 N <br />T <br />N <br />Li) <br />T—T <br />iii <br />00 <br />r <br />E <br />c M <br />2 <br />Z <br />E CD <br />E m <br />U Q p <br />JOB <br />NO: 21-2032 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />