Laserfiche WebLink
LL, <br />N <br />i <br />a <br />CD <br />N <br />LO <br />0 <br />CD <br />0 <br />to <br />V) <br />9 <br />0 <br />3 <br />Q <br />g <br />E <br />0 <br />2 <br />v <br />c <br />N <br />tZ <br />0 <br />U <br />U <br />J' <br />0 <br />i <br />0 <br />U <br />J <br />LZ <br />CD <br />0 <br />S <br />o_ <br />N <br />Cn <br />0 <br />a <br />4 <br />FOR UNDERLAYMENT <br />2x#2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (R302.11) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. a <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 E <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 N <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />o <br />e ' <br />t:T;) <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />_ e <br />T: D <br />_ <br />I— I —I I I �- <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />L1—J1 ll! <br />I 1-III—T— —I , <br />• —T <br />12 <br />ACCORDANCE w/ TABLE <br />(NP•) VARIES <br />R905.2.6.1, FLORIDA BUILDING <br />PF <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />1x2 PT WD FURRING @ 24" O.C.--//FINISH <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 />CY) <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 />0- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />^FIBERMESH" <br />BELOW GRADE <br />i`I ' <br />e C <br />r ° � <br />00 Z <br />ch <br />— — <br />— <br />o0 <br />6 MIL VAPOR_ <br />BARRIER <br />D 4 <br />m <br />D • • <br />COMP. SOIL. <br />° <br />T- <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />TTTI <br />I 1TTTT[ <br />TT1 <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />N CHAIRS TYP. <br />1'4" 1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O.DETAIL <br />U <br />4" <br />V-8" (2 STORY) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <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 />�z <br />�Il <br />�u <br />:,ice! dll <br />SEE A/S3 ORJ/S6—`_ILrMiI I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / 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 />6;d- <br />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 (U.N.O 1(O HIGH STRENGTH — <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR %"GYP. TYPE O @ <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM <br />CONNECTIONS. ABOVE) <br />S.P.F. DOUBLE <br />8"x8"x16" 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/ <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 11 "J" BOLT @ 24" O.C. w/ <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" 11) 2"°x3/16" PLATE WASHER (TYP.) - <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR <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 <br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT <br />OIL <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL <br />@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS <br />—\ <br />ELEV. 4-3 1/2" z 31/2"MIN. <br />A.F.F. '0° <br />2x4 CONT. U <br />CD_ °. ° — 1/2"(min.)-4" <br />I.. - N 00 e • <br />GARAGE DEPTH VARIES 31/2"(min. -4" <br />(2) #5 CONT. rrTI <br />TTT <br />�B� U.N.O. MIN. <br />GARAGE SLAB AT STEP <br />TYPICAL BEARING WALL Cad STEP an SHEARWALL C <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 />r 2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />NOTE: <br />- <br />*FOR BEARING WALL <br />- r <br />W/ UPLIFT ONLY <br />- <br />NE <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />a. ° a , <br />d <br />SCALE: 3/4"=V-0" <br />S3 <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" <br />SCALE: 3/4"=V-0" <br />CEO" 011 <br />11 <br />SEGUP <br />pGS <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\NX�o s <br />INSULATION PER FBC AND ENERGY �/ cON•10N <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'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <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 />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 10'4' (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 />e <br />°iLU <br />r1/2"(min.)-4 <br />31/2"(min.) - 4" y = <br />ill- <br />(2) #5 CONT. 4 � "' g <br />LTT <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP CC <br />SCALE:3/4"=V-0" S3 <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 />E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />0.° <br />Z_ <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />.pJ <br />M P. <br />FINISH GRADE 00 <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />— — <br />6 MIL VAPOR BARRIER D ° ° <br />— — °O <br />T <br />#5 REINFORCING BAR R 1 7/8 —� <br />° <br />]�- z <br />Trr�rT'Ji - 2 <br />95 1 AP SPL ICF <br />• <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557)m <br />4" 1'4' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />GRADE <br />-(1) #5 REBAR w/OPT. <br />ESCRE.EN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />CV <br />M <br />SEE A/S3 OR J/S6 J <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALAN <br />INTERIOR <br />A. -3 1/2" <br />a <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 />_ � a <br />C � <br />00 <br />Cl) 6 MIL VAPOR z <br />BARRIER — <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <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 ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />LU D <br />U <br />C/) e . <br />g <br />w e <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. FOR TRUSS <br />SCONNECTION INFO <br />SEE PLAN FOR <br />TOP OF BEAM &LAYOUT DESIGN <br />SEE ROOF PLAN 00 <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />I <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 />� <br />j <br />a <br />w <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />N <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 />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />�2-1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />—INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />E <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH , <br />Esw <br />U) <br />a <br />BRICK PAVERS or SLAB PER <br />° <br />0'-0" FIN. FLR.� <br />COMMUNITY SPECS <br />ION <br />-_ <br />TAPERED • -. <br />(2) #5 CONT. =1 Imo) fl <br />ON 3" CHAIRS 8" 1,_4" <br />(TYP.) <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 U-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 N _ <br />WWF OR FIBERMESH <br />D. �- <br />T O <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIESr6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� F WWF OR FIBERMESH <br />SEE A/S3/J/S6 ­' 1 `#+ 8" <br />FOR REINF. INFO. l 1 <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS an S.G.D. ( M <br />SCALE:3/4"=V-0" \., S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -� <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />Cl) <br />00 GRADE <br />LU <br />C7 • <br />zl-W W <br />�n.ww z <br />SON= • • • • - z <br />LL c Mali <br />LU <br />- - FOOTING <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 />% <br />N <br />00 c <br />0 <br />N c := <br />w -o <br />O <br />O CM <br />C r0 C.) N <br />_ 00 x <br />�LLa <br />Vf .a N L <br />w <br />aL.. c <br />a3i <br />E s c <br />0 <br />m y w a <br />� E <br />ev <br />o <br />a � <br />0 <br />. <br />ra <br />.J •�J '� <br />N•. <br />t.'� <br />< <br />ry P. <br />•��• <br />4 F ti,v <br />RoFESS <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. 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 />0 <br />O 12 a <br />O 9 N N N <br />FA N # <br />inN <br />N n n u7 <br />M � LL <br />yMsf <br />Q C J LL W <br />J LL LL d <br />W <br />—� a le <br />0 <br />Z <br />i <br />05 T . m <br />m Z Q J <br />ILW K <br />04 <br />�ILn fV <br />0 u) <br />zOU <br />W ❑ ❑ <br />Z N (o <br />z � S <br />z <br />n m <br />M <br />U) N <br />N zCz <br />ro W <br />° <br />U <br />O—� <br />LLj o <br />\/N c <br />cn <br />t s <br />= <br />o <br />co <br />�w <br />z� <br />o <br />z <br />Z <br />LA_ <br />E <br />Q <br />a o <br />E u <br />< <br />Z <br />O <br />UO <br />a� <br />°dz <br />o< <br />wz <br />(V <br />i <br /><g <br />w <br />d <br />C � C <br />< <br />OY <br />U <br />no <br />o <br />O¢ <br />z <br />Z <br />N J <br />ym <br />QW <br />sw <br />o <br /><° <br />d <br />o� <br />LL <br />a <br />�w <br />W <br />�LL <br />�3 <br />o <br />_� <br /><� <br />_� <br />;o <br />co <br />o w <br />o. <br />_< <br />a <br />° <br />0 <br />`O <br />= <br />> M/ <br />N <br />I..L <br />O <br />rn <br />m <br />00 <br />`o <br />:3O <br />CrY <br />O <br />a- <br />U) m <br />N <br />N <br />O <br />0 <br />0 <br />00 <br />(v <br />� o <br />.-- <br />N <br />m M \ <br />j _` 00 <br />a <br />Z <br />m <br />z <br />M <br />ti <br />E T N <br />E <br />`m <br />m <br />a <br />.. v M <br />0 _ Q o <br />c <br />JOB <br />NO: 22-09406 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />