Laserfiche WebLink
c�n <br />_3= <br />IR <br />TD <br />LLJ <br />c*4 <br />c,4 <br />r') <br />cli <br />Ln <br />C:� <br />110 <br />CD <br />C, <br />c14 <br />CD <br />C14 <br />QL <br />E <br />E <br />0 <br />v <br />_j <br />-2 <br />ILE <br />1`0 <br />C'4 <br />C:) <br />C'4 <br />LO <br />CL. <br />to <br />C14 <br />C> <br />C14 <br />�2 <br />LO <br />LU <br />-Tv/1"IF <br />7/17 <br />TRENG <br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />T� <br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR Y8" GYP. TYPE"X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />Y p TY PE <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />,BIT BLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />71 <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. <br />CONNECTIONS. <br />8"x8"x1 6" NOMINAL BLOCK WITH <br />TOP PLATE <br />S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES <br />SIMPSON SP2 w/ <br />TOP PLATE <br />2x BLOCKING HORIZONTALLY@ <br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 wit 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />1/2" CDX PLYWOOD OR 7/16" O.S.B� <br />(12) 10d NAILS <br />FOR UNDERLAYMENT <br />@ 16" O.C. W/ (2) 10'-0" (R302.1 1) <br />16dTOENAILST&B <br />IF <br />-2 <br />SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) <br />5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />Z`0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) <br />REQUIREMENTS SEE R905.1.1 <br />1/2"GYP. WB (MIN.) @ GARAGE SIDE IF <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"xl 2" TITE N H D @ 24" <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />3/8" MORTAR BETWEEN <br />SHEATHING Wit 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />TRUSS @ 24" O.C. U,N.O. <br />- <br />2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />HURRICANE ANCHOR @ EACH <br />ROOF FLASHING AND ROOF FLASHING <br />@ 6" M�X FROM END OF 2 x PLATE <br />IMPSON SP1 w/ (10) 1 Od NAILS <br />5/ x B L 0 <br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS <br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) Wit <br />(2) #5 CONT. ON 3" C�! <br />- 6 x 6 W1.4 x W1.4 <br />2-0/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS <br />Cl) <br />CHAIRS (TYP.) WWF OR FIBERMESH <br />Cl) 01-01, <br />ELEV. OL <br />(ALT: 1/2"xl2"TITENHD 24" x P.T. BOTTOM PLATE <br />Fv <br />REINFORCEMENT AND WILL NOT P.T. BOTTOM PLATE <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER <br />A. F.F. <br />O.C. OR 5/8"xl O'WEDGE ANCHOR A x 6 W1.4 x W1.4 <br />211 <br />/,/2x <br />INCLUDE THE WALL <br />x 6 W1.4 x W 1.4 <br />R <br />SHINGLE ROOF, SHINGLES TO <br />A <br />A <br />'I <br />(D <br />@ 24" O.C.) WWF OR FIBERMESH <br />ATTACHMENTS 21' <br />WWF OR FIBERMESH <br />/6 <br />BE IN ACCORDANCE wit ASTM <br />D7158-CLASS G H, ASTM <br />I 51d I M I IE�11 12% <br />z <br />ELEV. 4-3 1/2" <br />I$Itn <br />3 1/2" MIN. <br />CF, 2 <br />3 1/2" MIN. � <br />or or <br />D3161-CLASS F, IN <br />1=1 u;;L1 r, -11 I=EE <br />A. F F. <br />2x4 CONT. U_ <br />t> <br />qr <br />12 ACCORDANCE w/ TABLE <br />I:El I I F�I <br />CD <br />M:;=1 I 17(minj-4 <br />z 3 1 <br />IIj-jjj­IjI-'31/2"(rnin.)-4" <br />"'i" I- <br />R905.2.6.1, FLORIDA BUILDING <br />(Typ') VARIES <br />CODE 7TH EDITION (2020) <br />-7 <br />GARAGE DEPTH VARIES <br />00 <br />12"(min) - Ell E 711�E <br />Y, <br />00 <br />RESIDENTIAL <br />811 <br />I <br />1 T' <br />Owl' <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />- 11= <br />5� 11 F M11-TF-Ti 71- 1-1 1 1 <br />(2) #5 CONT. IN, <br />II_ <br />(2) #5 CONT. 4' <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />4" V4, 8" <br />FRAMING SHEET FOR <br />U.N.O. MIN. <br />U.N.O. MIN. <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT rG G <br />GARAGE SLAB AT STEP rB_� <br />TYPICAL BEARING WALL /--" STEP '--**, SHEARWALL K"C� <br />P UU) <br />TYPICAL BEARING WALL @ STEP (CC <br />ELEV. VARIES41ilk <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />"SHEAR WALL" SCALE: 3/4"=V-0" 1,.,13� <br />SCALE: 3/4"=V-10" J3 <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />LUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />12" N.O. 2x SUB FASCIA <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />2xS.P.F.S DS 16" O.C. <br />@ <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" O/C <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />CEILING & 8" O.C. WALLS <br />2x STUD <br />8"x8"X16" KNOCK -OUT <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />2x BLOCKING HORIZONTALLY@ <br />INSULATION PER <br />BLOCK Wit 1 #5 CONT. <br />EXTERIOR WALL 8" C. M. U. <br />FORM SUBMITTED WITH PERMIT <br />INTERVALS NOT EXCEEDING <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />1 "x P T STUD <br />- <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />SEE SECTION C/S3 FOR <br />PLAN <br />#5 V ERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10-4- (R302.1 1) <br />ADDITIONAL INFORMATION <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />SEE CC/S3 OR C14 <br />G/S3 FOR ANCHOR <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />"J" <br />--1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />BOLTINFO. 5/8"x6" "J" BOLTS BOLT <br />5/8"' x 10" BOLT @ 24" O/C W/ 2"'X 3116" <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />1 Dd NAILS <br />STD. 90-HOOK (SEE DETAIL) <br />7 <br />TYPE "S" MORTAR <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />5/8"DIA. EXPANSION BOLT @24 <br />2x P.T. PLATE <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR <br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />O.C. W/ 7" EMBEDMENT (MIN, SHEAR <br />ARCHITECTURAL <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE <br />X <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X <br />3500#, MIN. TENSION 2600#) <br />SPACE ANCHOR <br />FINISH <br />SPACED EVENLY <br />wit (10) 1 Od NAILS <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />X _j <br />R& BAR <br />= - <br />BOLTS 6" MAX FROM 6x6W1 4xW1.4 <br />C\j 2x P.T. PLATE <br />TYP. <br />PER MFR INSTRUCTIONS <br />----- 7-7-77- <br />'�'�#3 <br />END OF 2" x PLAT WWF OR FIBERMESH <br />E <br />1x2 PT WD FURRING @ 24" O.C.-/1 <br />ASSUMED FINISHED <br />I <br />C� <br />E <br />OR #4 Uj <br />REINFORCING BAR 0 <br />, . <br />III n �GRADE <br />z- <br />GRADE 40 MIN. Fy= 40ksi I = <br />#3 & #4 LAP SPLICE CL <br />1/2" GYPSUM WALLBOARD- <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />MONO OR STEMWALL <br />1> 00 <br />FINISH GRADE <br />MIN. LAP [30" MIN. LAP) [GRADE 60 MIN. Fv= Rnk I U) <br />0- <br />25" <br />CD <br />CELLS(SEE <br />FOOTING MONO SHOWN <br />1 171 T== 11 <br />FOUNDATION PLAN <br />00 <br />FOR CLARITY <br />6 MIL VAPOR BARRIER Ml�i I= I G. 0? <br />Uj <br />1 xx co <br />R 7/8" <br />1x4 P.T. BASE NAILER <br />FOR LOCATIONS) <br />;z <br />z <br />- <br />td I 1=1 I 1=1 I 1=1 I I= <br />11= TiL=- Iralaiall: C14 z <br />#5 REINFORCING BAR 1 <br />III IlF <br />4"x4" INSPECTION <br />1=1 1 <br />#5 LAP SPLICE <br />(2) N <br />CC 0 <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />NOTE: <br />*FOR BEARING WALL <br />r 1�. Ir Im T <br />_TI E <br />COMP. SOIL. (COMPACTED TO -1 1 F__I I 1 <br />36" MIN. LAP [36" MIN. LAP) <br />ON" <br />3�' A S <br />8" 1'4' 811 <br />MIN. 2500 PSI CONC. SLAB <br />FILLED CELL TYPICAL <br />W/ UPLIFT ONLY <br />95 o MODIFIED PROCTOR ASTM P. <br />101. <br />x ..... . x./ 7­ <br />(TYP.) <br />MIN PSI MAY VARY PER <br />co AT GARAGE CONTRACTOR <br />D1557) <br />4" 1'4' <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />MUNICIPALITY. <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />CONCRETE SLAB W/ 6X6 - <br />W1.4=1.4 WWF OR <br />/-NOTE:EXTEND <br />FRAME WALL TO C.M.U. WALL CONNECTION rD_""� <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE <br />REBAR DETAILS rF <br />WALL w/ UPLIFT rG <br />"FIBERMESH" <br />DECO FIN ISH 4" to 6" <br />BELOW GRADE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />�3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=11--01" <br />SCALE: N.T.S. �3 <br />SCALE: 3/4"=V-10" <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />�3 <br />00 <br />4 <br />6 x 6 W1.4 x W1.4 <br />SEE PLAN <br />VARIES <br />1 1/2" RECESS FOR x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />6 MIL VAPOR <br />min.) 4"--\ <br />z <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />BARRIER <br />C14 <br />A GRADE <br />O.C� MP <br />AT 24" O.C� MP <br />SEE PLAN FOR <br />x <br />x, X CONNECTION INFO <br />A <br />4 <br />COMP. SOIL. <br />00 <br />7117-111771117111711177, <br />& LAYOUT DESIGN <br />v <br />TOP OF BEAM <br />(COMPACTED TO 95% <br />7111 1_1 =1 I ittl I I= I I <br />�d _�7 a REBAR w/ OPT. <br />SEE ROOF PLAN <br />A <br />ci IF <br />MODIFIED PROCTOR <br />ASTM D1557) 71 <br />I 1EI I f <br />-s MEN ENCLOSURE <br />I= TOO <br />(2) HTS20 <br />FOR STRUCTURAL <br />. ..... ..... <br />4 E <br />BEAM SIZE & <br />4 <br />(2)#5 REBAR CONT._/ 3" MIN. CLR. <br />P, <br />CONNECTION INFO <br />co <br />ON 3" CHAIRS TYP. V-4" (1 STORY) STD, 90 HOOK (SEE <br />11'4' <br />MIN. <br />U.N.O. 1 4" (2 STORY) I DETAIL) <br />2x4 P.T. <br />PLATE <br />2x4 #2 SYP P.T. FRAMING wit <br />rL <br />7/16" <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />TYPICAL WALL SECTION <br />TYPICAL THICKENED SLAB EDGE <br />O.S.B. <br />z ATTACHED PER NAILING <br />FOR REINF. IN, 0. <br />SCALE: 3/4" V-0" <br />SCALE: 3/4"=V-0" <br />U) <br />IARIE$ LU <br />0 <br />SCHEDULE <br />OPTION #1 <br />�3 <br />�3 <br />1/2" GYP. BD. <br />COLUMN LOCATION <br />> <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />P.T. 2x <br />LU SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />HOLD GYP. BD. <br />2", <br />Uj COLUMN SIZE AND BASE <br />LU <br />rM <br />1/2" FROM SLAB <br />Uj CONNECTION INFO. <br />SLAB STEP & RECESS (�b S.G.D. <br />CONT. BEAD SEALANT <br />C/) <br />SCALE: 3/4"=V4, 1�� �3 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />INTERIOR 2X STU DS @ 24" 0. C. U. N. 0. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT <br />_71 <br />-3 1/2" <br />'A <br />COLUMN TO PORCH SILL <br />w/ 1/4"0" TAPCONS AT 8" <br />MASONRY WALL AND <br />CONCRETE SLAB 14" O.H.D. RECESS <br />13" O.H.D. RECESS <br />OL <br />A GARAGE <br />:�_�1/2" <br />ATTACHMENTS & 18/D1 <br />P1 O.C. <br />PAD FOOTING <br />PAVERS� <br />CONCRETE NAILS W 1 112" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />F <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />A 4. <br />co <br />A <br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM INSULATION PER CHART <br />z SQUARE CMU BLOCK BASE, <br />TO FOUNDATION PAD <br />MAT REINFORCI <br />4 <br />U) <br />0 <br />CONT. FOOTING STEEL <br />Cl) <br />PLATE TO CONCRETE ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT <br />LU <br />SIZE VARIES PER PLAN <br />w/ MIN. (2)#5VERTICALS <br />GRADE <br />-11 <br />.9 <br />LU <br />002 <br />A 0? <br />- A <br />7EI I 1=1 1 4' C? <br />4 <br />TENSION 120#) CONCRETE SL AB <br />6 x 6 W1.4 x W1.4 <br />FILLED SOLID (SEE PLAN FOR <br />LU <br />LU SIZE AND REINFORCEMENT) <br />U-1 <br />0 <br />..A 'I <br />z <br />60 Cl) WWF OR FIBERMESH <br />-A <br />d <br />E3 <br />LU <br />I BRICK PAVERS or SLAB PER <br />1-- LU D <br />LU 0 <br />0 LU co L= <br />U <br />5 <br />LU <br />0 <br />z <br />< <br />I <br />00 <br />U_ 0 <br />cl) <br />4 <br />SEE A/S3 OR J/S6 <br />SEEA/S30RJ/S6--- _:Ifli7f 11111 11111 <br />co 6 MIL VAPOR I IF <br />z: <br />MMUNITY SPECS <br />�CO <br />L - <br />co <br />FOOTING <br />FOR REINF. INFO, MIN. CLEARANCE <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />BARRIER <br />BEYOND <br />Vt4" (1 STORY) 11 �-8" (1 STORY wit DEPRESSED SLAB OPT.) <br />1'4' (1 STORY) <br />EMENT­/ <br />PAD REINFORC 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />Vff' (2 STOR)) <br />V-8" (2 STORY) <br />4" 4" <br />4. SEE FOUNDATION <br />FOOTING WIDTH <br />CONG. PAD INFO. <br />SEE SCHEDULE <br />GARAGE DOOR SLAB RECESS <br />GARAGE DOOR S LAB RECESS <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />TAPERED <br />COLUMN FRAMING rCD12 <br />PATIO COLUMN FTG. DETAIL ("""�N <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />�3 <br />SCALE: 3/4"=V-10" <br />�3 <br />SCALE: 3/4" = V-0" <br />SCALE: N.T.S. �3 <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />C- <br />CL. <br />Cn -0 <br />CP <br />LA <br />CL. <br />% <br />............ <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 />Engineers signature and seal. <br />W <br />E <br />3 �2 <br />0 IwO a,) <br />:3 LO -0 ID <br />(0 <br />t::: <br />V) 0 1-- ­ LO <br />N CD <br />0 co <br />C _j u_ Lu <br />M LL LL <br />Lu <br />Z M C: <br />C, R: 0 <br />W 0 <br />0 C-� �; X <br />w S, M <br />WR z L-0 0 <br />Z 1 <br />gg, < x 0 <br />z < Q <br />IL W <br />CD <br />CD <br />CD <br />< <br />Ln 2: M <br />CD <br />4­1 <br />LU <br />U <br />0 L.Lj <br />tn Of <br />U) <br />Lu M <br />8 <br /><r co - <br />0 <br />_j <br />z <br />C6 E <br />n 0 <br />z <br />0 <br />U <br />z <br />cu <br />CD E <br />< <br />CC> <br />C <br />0 <br />-0� <br />0, <br />z <br />0 <br />i <br />0 <br />W <br />U.) <br />< <br />0, <br />-0 <br />.j <br />00 <br />.2 C:) <br />co <br />0 <br />E2Orr <br />0 <br />CD <br />co (0 <br />T_ <br />=3 <br />(0 <br />co <br />U) <br />LO <br />4-1 TZ <br />r� <br />m <br />C) <br />C)) <br />0 <br />LO <br />W <br />E <br />r- <br />LO <br />CU <br />z <br />E <br />CC <br />C <br />CC <br />E <br />0 0 <br />_j <br />JOB <br />NO: 23-06116 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />1=1110 <br />