Laserfiche WebLink
r <br />c <br />Lo <br />29 <br />9 <br />0 <br />LO <br />I <br /><R <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.) <br />VARIES <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'1 (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 I r I ,-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. d <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E <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 `1 <br />MOISTURE BARRIER o ° <br />SHINGLE ROOF, SHINGLES TO _ • ' a 6 ► I I , �T' Q <br />BE IN ACCORDANCE w/ ASTM - p Ir <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL 8 i <br />ROOF SHEATHING - SEE <br />SCHEDULE - Ill - 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"=1'-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 />a_NOTE:EXTEND <br />W1.4XW1.4 WOR <br />WF <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E !6 <br />--�v <br />e> <br />r ° <br />I <br />z <br />100 <br />cn �r <br />6 MIL VAPOR <br />► <br />- <br />BARRIER <br />• • <br />T <br />COMP. SOIL. <br />(COMPACTED TO 95% — <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 NOOK (SEE <br />ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) <br />U.N.O. <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" =1' <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB --� <br />BLOCK WALL BEYOND <br />14 O.H.D. RECESS <br />1' z <br />1=II, <br />1Ilr- <br />r�i�� � II.II <br />SEE A/S3 OR J/S6 I RILF <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 />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=Vi <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. <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"11/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w / (10)10d NAILS N <br />P.T. PLATE <br />TYP.2x <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />0o <br />II� III ICI III III 11:_ z <br />I-` r <br />NOTE: <br />�11 III III.'I II- II � <br />*FOR BEARING WALL'- <br />ILI <br />W/ UPLIFT ONLY _ I <br />I <br />i III III I� �I ,I I I i- I <br />I1�1 111 III III I I =�11 1= �I I <br />I I�,I I!I <br />il'i <br />I <br />IIf <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />II <br />I; <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° ' ' a GRADE <br />C0 <br />° -(1) #5 tREBAR W/ OPT, IN—b- I -- <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0° S3 <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 J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />. I <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 />�r <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR V GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) - <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING Rill 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 <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @FIELD <br />5/8"0 x 10" "J" BOLT @ 24" O.C. W/ _ <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. 0-'-0—" <br />(ALT:1/2"x12" TITEN HD @ 24" - <br />OIL <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />A,F.F. T <br />@ 24" O.C.) 2"i <br />ELEV. -0 -311 " z <br />�31/2"MIN. <br />A.F.F. 8 <br />tL <br />N <br />'-1T1—rT >r 4 <br />�r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <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 />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS <br />U.N.O. <br />•2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/1 x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />70016" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />(ALT:1/2"x12" TITEN HD @ 24" <br />4NSULATION PER CHART ON FLOOR PLAN <br />O.C. 5/8"x10' WEDGE ANCHOR <br />INSULATION PER CHART ON FLOOR PLAN <br />O <br />@ 24"" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w! (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />x 6 W1,4 x W1.4 <br />INCLUDE THE WALL / <br />2" <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS — <br />WWF OR FIBERMESH <br />I111"D1klilreR- . • , —a.. <br />���'�IL�I''�?ii�lhl�ll=jhJl II <br />�'�Il�ll�l 411�11g11, <br />�31/2"MIN. <br />1/2"(mina 4" <br />;0 rrr Trr <br />Gam,.. <br />GV <br />S, SE <br />�s <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 W! 6s <br />INSULATION PER FBC AND ENERGY co <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-1(R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL <br />5/1 x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W! 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 [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />Z_ <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30"MIN. LAP] <br />C0 t . <br />6 MIL VAPOR BARRIER ° ° <br />°O <br />— '- <br />R 17/8' — <br />s z <br />#5 REINFORCING BAR <br />° <br />— <br />#5 LAP SPLICE <br />• • � 111- _ _ II ll ll� <br />. • • � Ir • - • • - • �Il�ll�ll �� 11�,11 �� II �� II: <br />��II�II .11�ll ill <br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />a INTERIOR <br />a.. -31-- /2� <br />n <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 ,a <br />Cl) 6 MIL VAPOR -_— <br />BARRIER <br />4" 1401 <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />�I �IIP 11� <br />.u--.0 u-•r�—ntiu�u--d�11�311 <br />1=11��II�11=11� :=11r�11= <br />i <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 Will (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 />U h <br />IL <br />cn <br />LU t+ e <br />rn —77T <br />-- — <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />E REBAR DETAILS F <br />S3 SCALE: N.T.S. 13 <br />FRAME -DOWN FALSE BEAM wl 3 SEE PLAN <br />() SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. X: CONNECTION INFO <br />SEE PLAN FOR & LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN, <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <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 />1`6 x 6 W1.lill c`�v <br />WWF OR FIBERMESH <br />K. <br />S3 <br />I <br />t <br />I <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 />Fr <br />a <br />SEE PLAN FOR STRUCTURAL <br />::g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SECURE 2x4 P T BTM PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />SIZE VARIES PER PLAN <br />Q <br />w/ MIN. (2) #5 VERTICALS <br />> <br />FILLED SOLID (SEE PLAN FOR <br />w <br />SIZE AND REINFORCEMENT) <br />o <br />W <br />„ <br />BRICK PAVERS or B PER <br />COMMUNITYSPECS <br />0-0 FIN. Fll <br />• ..'� • . SEE FOUNDATION <br />CONC. PAD INFO. <br />TAPERED COLUMN FRAMING CD12 <br />SCALE'. 314" - T-0• <br />(2) #5 CONT. =1 IJ� <br />ON 3" CHAIRS 8" Vi <br />(TYP.) <br />1 /2"(min11�.)- 4" <br />CC <br />S3 <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 />5/1 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 �, € <br />e <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />rG <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR rWWF OR FIBERMESH <br />S.G.D.(U.N.O.)� I <br />1 Cn C <br />SEE A/S3/J/S6 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS a(� S.G.D. M <br />SCALE:3/4"=V-0" S3 <br />q MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E d. <br />CONT. FOOTING STEEL MAT REINFORCING. E ' <br />s Z .. M <br />00 — <br />g <br />C� J III n• Ii��I <br />z= I! --I III -II w <br />I—tzww !! ii. j - II= z <br />U_ <br />!Ij. I. � W <br />1 1 I l i -=1 I I I I FOOTING U <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />E <br />N <br />N <br />CO <br />0 <br />v <br />d <br />O <br />o t o <br />atio <br />1° malt <br />10W <br />a <br />N. O R <br />d d <br />.y o <br />o� <br />� �. J d <br />V. c o <br />a'cr- :�L.1 <br />o <br />0 <br />°Y..°• <br />a .li� <br />1/0[.Ilsit`�� <br />n <br />, <br />To the beat 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. 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 />gE <br />$ <br />S <br />V err <br />A CIO t- <br />f» M v .t LL <br />4C C J LL <br />W <br />3U.u- o <br />A_ <br />W �Nm 0 <br />�pjO' <br />Co. E rNa Z a <br />IL <br />Z N 06 � <br />y <br />W ❑❑ <br />CD <br />v <br />_z <br />z B <br />z <br />al: $ <br />l/1 zC1 <br />W <br />OCL <br />un <br />J <br />W <br />U <br />d <br />Qc <br />04 <br />ti <br />o <br />� <br />z <br />M <br />_j <br />o <br />0� <br />60 <br />2 <br />o 'z <br />0 <br />E° <br />~ <br />�W� <br />o <br />M <br />go <br />O <br />.,d.o <br />ms <br />C <br />�x <br />222 <br />Zvj <br />W <br />s <br />a <br />�g <br />v <br />I� <br />3 <br />o 10 <br />CU <br />LO120 <br />LO <br />rn <br />(a <br />Q <br />� <br />� <br />N <br />cu <br />:3 T <br />N <br />Cr <br />r <br />m <br />00 <br />CN <br />� <br />N <br />I <br />C0 <br />1 <br />N <br />Ill <br />LO <br />r <br />T <br />L <br />ai <br />E <br />N <br />z <br />z <br />a <br />E d <br />iti <br />• <br />a <br />U Q p <br />.•i <br />JOB <br />NO: 22-06456 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />