Laserfiche WebLink
3 <br />m <br />rn <br />L0 <br />v <br />CD <br />rn <br />0 <br />J <br />C) <br />0 <br />I <br />N <br />m <br />u7 <br />v7 <br />L <br />v <br />cn <br />0 <br />a <br />M <br />0 <br />J <br />0 <br />LO <br />I <br />N <br />L0 <br />Lo <br />0 <br />L <br />3 <br />Q <br />0 <br />i <br />a <br />E <br />12 <br />0 <br />s <br />v <br />J <br />N <br />Ez <br />0 <br />U <br />El <br />C <br />v <br />U <br />a, <br />.O <br />i <br />O <br />v <br />U <br />J <br />4) <br />r+ <br />N <br />0 <br />0 <br />d <br />N <br />N <br />N <br />0 <br />Q <br />m <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <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 />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />`= <br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D p <br />SHINGLE ROOF, SHINGLES TO a ° <br />BE IN ACCORDANCE w/ ASTM <br />'=1 I I —III —III II>I III-1 I I—i 11=' - <br />D7158-CLASS G or H, or ASTM <br />I-1 � 1=1 � I—III—� D • 1 <br />D3161-CLASS F, IN - - - <br />12 ACCORDANCE w/ TABLE <br />(TYP. R905.2.6.1, FLORIDA BUILDINGI1=) I t <br />VARIES 8" <br />-1 I I„ 11 I� II I Ill I I I- I' <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <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 <br />INSULATION PER —� <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"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 <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 />uJ <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />= <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />6MIL VAPOR <br />_ <br />D <br />BARRIER <br />I <br />a <br />p <br />I <br />I <br />u �f • <br />N <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />=1 <br />MODIFIED PROCTOR <br />M <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />O #5 R CONT. <br />CHAIRS TYP. <br />ON <br />T-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />O <br />4„ <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />�S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <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"4" "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"x31/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />_ <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />' <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />- - z <br />NOTE: <br />- <br />*FOR BEARING WALL <br />- -- `� <br />W/ UPLIFT ONLY <br />- -, <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />— 14 O.H.D. RECESS z <br />13 O.H.D. RECESS _ d <br />rM <br />r <br />4 a• <br />.Q �_� �I I—• <br />—III 'I�- ��'lTl�li.�d. <br />�. y q—. III=�1 � I� , <br />_ <br />I <br />SEE A/S3 OR J/S6—``I_L1j I I I.�I I I T H-LIT <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6 --'- -ILIt1IIII„I�I II Ir <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 <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 />_T/r <br />5/8"OR 1/2" HIGH STREN1"X" <br />(U.N.O.) (OR %" GYP. TYPGARAGE <br />W/A HABITABL <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 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 <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° 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 />O.C. OR 5/8"x10' WEDGE ANCHOR <br />)2" <br />A.F.F. <br />@ 24" O.C.) <br />ELEV. -I 1/2" <br />z <br />�3 1/2" MIN. <br />A.F.F. o <br />o <br />n <br />�r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />BLOCKING @ 12" O.C. wl (2)12d TOE NAILS <br />(U.N.O.) (OR /8 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 />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <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 />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS —� 2" <br />�31/2" MIN. <br />° <br />r M F31/2"(min.)- 4" <br />D <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 11 (R302.11) <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2x P.T. BOTTOM PLATE <br />I6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />I —III—' 00 <br />— m _ <br />31/2"(min 4" I I I p • �_� = r 'A 119"(min) <br />ri f IlT _ I I I I I. I ff 1 1_TI <br />4" V-4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL rc <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />S3 <br />Goy-_ 0 <br />ens <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ON <br />0 s <br />INSULATION PER FBC AND ENERGY <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" O/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. P 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 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED BAR <br />4 R—�\ <br />PER MFR INSTRUCTIONS #3 OR #EINFORCING BAR E <br />#3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi <br />co p FINISH GRADE O0 M 25" MIN LAP [30" MIN LAP] [GRADE 60 MIN. Fy= 60ksi] <br />= 1=1 II <br />(2) #5 CONT.- 4 <br />U.N.O, MIN. <br />1/2"(min.)- 4" <br />TYPICAL BEARING WALL aSTEP CC <br />SCALE: 3/4"=1'-0" S3 <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 />BOLTS 6" MAX FROM <br />n <br />END OF 2" x PLATE <br />W <br />D <br />—I m' e <br />a <br />=1 I I 11=1 I I p. <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 />351 MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N _ <br />WWF OR FIBERMESH <br />A p <br />D III -III I I I I I -I I -III- T <br />6 MIL VAPOR BARRIER -III I1 D ° 111= I O0 R 1 7/8 <br />#5 REINFORCING BAR X <br />' I I o 11 7T�1 I- Z —' I I III-1i f=1 I �I I I 1 I 1=1 I 11- , <br />#5 LAP SPLICE( — <br />COMP. SOIL. (COMPACTED TO I I I I D e <br />95%MODIFIED PROCTOR ASTM-- <br />D1557) ,TTi- <br />4" 1'4' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 CONT. BEAD SEALANT <br />Q <br />INTERIOR <br />. -3 1/2" <br />.v e <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 />C° C <br />E <br />M 6MILVAPOR T_-�= - L <br />BARRIERI <br />' : - <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 />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH <br />a' I <br />K <br />S3 <br />(2) #5 CONT. - ,_� , <br />36" MIN. LAP [36" MIN. LAP] <br />ON 3" CHAIRS <br />10" <br />(TYP.) 8" 1 ., 4r 8 <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 />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1i2"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 />��; ° <br />AT 24" O.C. MAX. k = CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />< -� <br />TOP OF BEAM <br />- - <br />'-` <br />HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />- - a <br />�=rl 1=r�� a. <br />d. I I I `T' E <br />(2) <br />rIT_I,T <br />I <br />BEAM SIZE & <br />CONNECTION INFO <br />N , A <br />M a <br />�, <br />T. • .. _ICI: <br />—11111�— <br />' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T� �'T�-T <br />MIN 7/16" O.S.B. SHEATHING8" <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />w SCHEDULE OPTION #1 <br />a SEE TYP. WALL SECTION FOR ADDITIONAL <br />w SEE PLAN FOR STRUCTURAL SLAB INFORMATION <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. KM <br />Cn <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS ci <br />TO FOUNDATION PAD _E <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. `t! ' <br />w <br />> <br />SIZE VARIES PER PLAN <br />MIN. #5 VERTICALS <br />co <br />00 z <br />GRAD <br />Q <br />w/ (2) <br />> <br />FILLED SOLID (SEE PLAN FOR <br />_ <br />�_ <br />w <br />SIZE AND REINFORCEMENT)Uj <br />c� <br />• <br />to <br />!-dW� <br />C) <br />/ � BRICK PAVERS or SLAB PER <br />0 o `" <br />• • <br />• • z z <br />/ COMMUNITY SPECS <br />" (n <br />- <br />0 -0 FIN. FLR.� <br />FOOTING v <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 />'R"." W <br />ova <br />� r- <br />m a <br />'» <br />-ca ca <br />E <br />w en <br />NOW <br />?>Ro 0 <br />ASE <br />0. .`5. <br />L. O <br />ti <br />ly <br />��410t�� S S t Ctpp���,�` <br />�� � <br />U111111111-4 D%ge <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 />Residentlal 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 />w aE <br />0 <br />a 3 <br />F4(0 <br />Cq <br />G <br />I-,;- N cnr- _- <br />u. <br />NM d <br />C V <br />�4 J W <br />a a a <br />J <br />Z �0' a <br />yO <br />z W co N O <br />° W�°'°' m <br />Z N N Z Q J <br />IL <br />Z O U < U <br />W o0 <br />ali <br />� N M <br />o� <br />z <br />Q <br />eJ — <br />PZ � <br />V1 <br />0 <br />+-J en <br />r.ra <br />0 ,L g <br />C3 <br />.� • W J <br />r- l <br />I <br />4 <br />z� <br />r <br />Q o <br />N <br />e <br />o <br />J< <br />w <br />M <br />M <br />y ¢ <br />u3 <br />Z <br />Q <br />U E <br />=o <br />o o <br />>n <br />z< <br />o- o <br />E V <br />wz <br />z <br />oa <br />F— rO <br />p E <br />Q <br />g o <br />o¢ <br />o O <br />o< <br />r a <br />c0 <br />o <br />Q <br />a z <br />M <br />c <br />H <br />< <br />mo <br />o� <br />�z <br />8 <br />CC) <br />o� <br />z <br />gz <br />az <br />� oo <br />�_ <br />co <br />oz <br />�3 <br />0 <br />r <br />� O <br />v <br />w <br />a <br />3 <br />zl< <br />0 <br />0 <br />v Q <br />> CD <br />LO <br />rn <br />�.. <br />Q <br />N <br />H <br />CM <br />co <br />j M� <br />M <br />Cr <br />0 <br />T <br />m L <br /><I <br />M <br />CF) <br />N <br />.a..i N <br />r <br />Ln <br />E <br />T <br />M <br />z <br />ca <br />z <br />E (� <br />a <br />U J Q <br />J <br />JOB <br />NO: 23-00517 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />,.I , I _ C. -- lr , — - <br />