|
_j
<br />CD
<br />C'4
<br />CIO
<br />C I :>
<br />V)
<br />C14
<br />E
<br />E
<br />C,
<br />.2
<br />117-
<br />C�4
<br />CD
<br />c:�
<br />!2
<br />LO
<br />C:3
<br />15
<br />r4')
<br />C14
<br />LO
<br />r-4
<br />W
<br />S
<br />Cn
<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 />(T7P7') VARIES
<br />INSU
<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) WIDRYWALL
<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_j
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V
<br />F2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W/ (2)
<br />10'-0" (R302.1 1)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" D IA. X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />1�4
<br />6 x 6 W1.4 x W1.4 -
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />, " j I 9
<br />7158
<br />D -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 />8"
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL W/ OUT UPLIFT rG G
<br />SEE TYP. WALL SECTION SCALE: 314"=V-0"
<br />� S3
<br />ELEV. VARIESjjk
<br />I
<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 />1 x2 PT WD FURRING @ 24" O.C. --/
<br />1/2" GYPSUM WALLBOARD-!�� *L
<br />U.N.O. (1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />_zf—FOUNDATION PLAN
<br />1x4 P.T. BASE NAILER FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY. CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X ?uaj NOTE:EXTEND
<br />W1AXW1.4 WWF OR DECO FINISH 4" to 61'
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />4
<br />6 MIL VAPOR inE
<br />BARRIER =1 1 4
<br />TTI
<br />COMP. SOIL.
<br />(COMPACTED TO 95% EE1 I I III Il- I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT._/ 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/411 = 11-011 �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />PAVERS� "T ;2�
<br />—T
<br />SEE A/S3 OR J/S6 11-11
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4" (1 STORY) V-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. � �3
<br />ADDITIONAL INFORMATION.
<br />6:F-q— —_ —R\ ::i� 6:;d— —, -4 -v-- —6;d
<br />5/8"OR1/2" 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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (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) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl TOP PLATE
<br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U,N.O. SIMPSON SP2 wl 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 x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 V-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITE N H D @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 518"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 wl (10) 10d NAILS
<br />5/8- x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL
<br />A.F.F. x 6 W1.4 x W1.4
<br />IL @ 24" O.C,) 2" WWF OR FIBERMESH ATTACHMENTS 211 FIBERMESH
<br />/6x6Wl.4xWl.4
<br />ELEV. 4-3 1/2" 3 1/2" MIN. 3 1/2" MIN.
<br />2 ONT-.--" A . F. F. 1$��06 t
<br />x4 C ILL .7 [> 17trnin 1�4-
<br />4"
<br />3'1/2"(min.)
<br />C14 z Al .. jr..111. r - & - : - � 1/2"(min.)
<br />00 --11 1=1 I Fl, CID J:Til I IT11:
<br />GARAGE DEPTH VARIES 1 2"(min.),- I,11111'.47-t. -1 ' —T 71— r
<br />1-1
<br />7
<br />W7
<br />HE I 111 1111 HII 11
<br />0'.
<br />(2) #5 CONT. 4" 1'41' 8" (2) #5 CONT. 4"
<br />U.N.O. MIN, U.N.O. MIN.
<br />GARAGE SLAB AT STEP B� TYPICAL BEARING WALL @ STEP SHEARWALL ("C� TYPICAL BEARING WALL STEP rCC
<br />SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S 3 SCALE: 3/4"=V-0" S3
<br />1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING S1101111
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. ST DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD,
<br />- 2x STUDS @ 16" OIC
<br />6 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 0\x�l \�60E'
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C,M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />1 "x P T STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10--0" (R302.1 1)
<br />#5V - ERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />1 V-0" (R302.1 1) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLTINFO. 5/8"4" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 1 Od NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT, OR 5/8"DIA. EXPANSION BOLT @24
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6) 1/4"x3 1/4" TAPCONS x 3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] x SPACE ANCHOR
<br />R
<br />FROM
<br />*SIMPSON SP1 2X PT PLATE #5 REINFORCING I AT _ \ = —
<br />SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1 4 xW1.4
<br />w/ (10) 1 Od NAILS WEEP SCREED INSTALLED x
<br />--,-2x P.T. PLATE LIJ END OF 2" x PLATE WWF OR FIBERMESH
<br />X 0
<br />TYP. ASSUMED FINISHED fl PER MFR INSTRUCTIONS "�'-#3 OR #4 REINFORCING BAR X UJ
<br />E
<br />GRADE 40 MIN. Fy= 40ksi X
<br />GRADE
<br />><
<br />00 [GRADE 60 MIN. Fy= 60ksi] A
<br />FINISH GRADE
<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP [30" MIN. LAP] CL
<br />MONO OR STEMWALL-__1 <
<br />X —1
<br />FOOTING MONO SHOWN x LU
<br />00
<br />6 MIL VAPOR BARRIEff -111= Al. 11 Tm ��'i rL-' 7Ti—L' 7F
<br />10 1 lFa 17m U)
<br />11
<br />R 17/8"
<br />fiN *w vi, =1 I I I 1=
<br />#5 REINFORCING BAR
<br />FOR CLARITY
<br />TT—,7-1, z
<br />#5 LAP SPLICE p-
<br />(2) #5 CONT
<br />MIN. LAP [36" MIN. LAP]
<br />ON 3" C
<br />NOTE: 36
<br />HAIRS
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />(TYP.) 8" V-4" 8"
<br />10..
<br />95% MODIFIED PROCTOR ASTM -IT11 11 T�
<br />W/ UPLIFT ONLY
<br />—1-1 1.11 1xx/ x
<br />xx .......... ... .... ......
<br />D1557)
<br />--- REINFORCING BAR #5 STD. 90 HOOK
<br />4'
<br />#6
<br />4" 1
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N.T,S. SCALE: 314"=V-0"
<br />SLAB INFORMATION. 7 s7v SLAB INFORMATION. � S3
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,,
<br />GRADE
<br />00 I_=1 I FEI I FE1 I M I IE�i I IE�1=1 I I 1�,
<br />#5 REBAR w/ OPT.
<br />1=1 I 1= I 1�1 I F I
<br />TIE -SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS Zt
<br />Q C
<br />Cl)
<br />A 4 4
<br />4
<br />�A
<br />0?
<br />,A
<br />1-11 FE
<br />71
<br />SEE A/S3 OR J/S6--- Ll 70,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STC RY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\�, �3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEAL4
<br />.4 INTERIOR
<br />-3 1/2"
<br />A .
<br />CONCRETE NAILS W 11
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB---,-
<br />4d
<br />0?
<br />E
<br />� =%II I=_f ILI 1-11
<br />,_1 I r=
<br />I r _�� I I=_1 I I___I_1T__T
<br />co 6 MIL VAPOR
<br />BARRIER
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 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.) WWF OR FIBERMESH
<br />I
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />I
<br />I_" A
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />C81
<br />TOP OF BEAM 'V
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />A . 4
<br />Cj
<br />BEAM SIZE &
<br />T11 4
<br />CONNECTION INFO
<br />W
<br />/--2x4 P.T,
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />f ml pi: IT 1-1 11-11
<br />I I I
<br />SEE A/S3/J/S6 "T
<br />MIN 7/16" O.S.B. SHEATHING
<br />11B.
<br />(n
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />CO'LLIMN LOCATION
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />LU
<br />COLUMN SIZE AND BASE
<br />Fn
<br />Lu
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS 6dv` S.G.D. rM
<br />SCALE: 3/4"=V-0"
<br />2X STUDS @ 24" O.C. U. N.C.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRYWALLAND
<br />>
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U N 0
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W1 DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS c�
<br />AD
<br />0
<br />CONT. FOOTING STEEL-\
<br />ON FLOOR PLAN
<br />U)
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />W/ MIN. (2) #5 VERTICALS
<br />z
<br />GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />..
<br />6x 6 W1.4 xW A C�!
<br />Uj
<br />Ei Uj SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH
<br />U-10" FIN
<br />LU
<br />U)
<br />/Z=CO
<br />BRIC K PAVERS or SLAB PER
<br />MMUNITY SPECS
<br />Z LU
<br />LU LU
<br />0 LU U)
<br />0 in
<br />U_
<br />I
<br />Uj
<br />j_ z
<br /><
<br />A
<br />U)
<br />FOOTING
<br />P
<br />BEYOND
<br />PAD REINFORCEMEN
<br />3" MIN. CLEARANCE
<br />------ rvu 1 INU vvIU 111
<br />4"
<br />CONG PAD INFO.
<br />SEE SCHEDULE
<br />INTERIOR WALLSLAB STEP NON-BRG. TAPERED COLUMN FRAMIN rCD 1 2� N
<br />PATIO COLUMN FTG. DETAIL ("�
<br />SCALE: 3/4"=V-0" SCALE: 3/4"= V-0" SCALE: N.T.S. S3
<br />C=
<br />C-4
<br />CIO
<br />CC
<br />CC
<br />"tIj,
<br />It' L
<br />1A 1,
<br />ov
<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 />A-Mor , Q)
<br />01,32
<br />e�
<br />A
<br />0. R
<br />uxy C', 6 IF
<br />0 OD N co
<br />0?
<br />N C)
<br />AM 4)
<br />Lu
<br />CL
<br />Z 0,1
<br />5%
<br />9
<br />0 1
<br />W 0
<br />M Q�
<br />W Go
<br />0
<br />z
<br />ce) , r
<br />< E 0
<br />0 < 0
<br />z
<br />T W
<br />�O
<br />U
<br />0 LLJ
<br />zz
<br />0
<br />(8
<br />z
<br /><
<br />2W
<br />U_
<br />Co E
<br /><
<br />CL 0
<br />E u
<br />0 0
<br />C.0
<br /><
<br />-2
<br />C/3
<br />0
<br />E-0
<br />z
<br />Cn
<br />0 <
<br /><
<br />M
<br />0
<br />_z
<br />-0
<br />0
<br />C:)
<br />> co
<br />CY)
<br />2
<br />CU
<br />0
<br /><
<br />co
<br />0 0
<br />CN
<br />LO
<br />C)
<br />L0
<br />0') 04
<br />(0 L0
<br />6
<br />E
<br />CY) r-
<br />i6 L0
<br />0
<br />M
<br />z
<br />:3
<br />E (n
<br />E
<br />0 0 -0 co
<br />< 0
<br />W
<br />—1
<br />JOB
<br />NO: 23-06112
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|