|
11 1 It 1 1 I 1 11 I IIII" I 1
<br />I;, I. I, n' ,� • �'1 p I e
<br />U
<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') VARIES
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (10--0"
<br />16d TOENAILS
<br />2x #2 SPF STUIT'/
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />(R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE, d
<br />,
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE1/4"
<br />DIA. X 31/4" TAPCONS @ 24" O/C & c
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. O6
<br />x 6 W1.4 x W1.4METAL
<br />PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)WWF
<br />OR FIBERMESHMOISTURE
<br />BARRIER
<br />.o.
<br />A '
<br />SHINGLE ROOF, SHINGLES TO
<br />_ . ' . . . A'.
<br />.�
<br />o
<br />BE IN ACCORDANCE w/ ASTM
<br />m
<br />ALL— f - p
<br />-RES'
<br />,.
<br />0
<br />.
<br />-T
<br />D7158-CLASS G or H, or ASTM
<br />i I
<br />D3161-CLASS F, IN
<br />'�z:El Li_Ll °
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />0_1
<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 WALL w/ OUT UPLIFT f GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=VI 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 "I @ GARAGE
<br />W/A HABITABLE ROOM
<br />12"
<br />N•0. 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 />8'1` KNOCKOUT
<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"1 INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN, 2500 PSI CONC. SLAB
<br />co
<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 />11
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />I
<br />Id
<br />CV
<br />A n
<br />00 Z
<br />Cn
<br />C
<br />0?
<br />6 MIL VAPOR
<br />BARRIER
<br />, C �*
<br />6
<br />D • •
<br />T
<br />COMP. SOIL.
<br />°
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />MIN. CLR.
<br />(2) #5 REBAR CONT._/3"
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.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 5Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB \ PAVERS
<br />5/8"OR 1/2" HIGH STRENGTH -ice
<br />(U.N.O.) (OR %B" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES 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 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />x 10" "J" BOLT @ 24" O.C, W/ _
<br />r 2"°016" PLATE WASHER (TYP.)
<br />ELEV. 0'-0" (ALT: 1/2"x12"TITENHD @ 24"
<br />OIL"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 2„-
<br />,� z 31/2" MIN.
<br />:. ELEV. -0-31/�
<br />2x4 CONT. A.F.F. p
<br />I° CDCD > 4
<br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM _
<br />SEE UPLIFT SCHEDULE FOR UPLIFT 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. SIMPSON SP2 w/
<br />(12)10d NAILS
<br />�2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ -
<br />NOT EXCEEDING 10'-0" (R302.11) 2"1 PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />�—INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />SI
<br />MPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY"
<br />_ % IF NOTED, THIS REFERS TO THE =
<br />l STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
<br />/x 6 W1.4 x W1.4 INCLUDE THE WALL �
<br />WWF OR FIBERMESH ATTACHMENTS 2"-
<br />�31/2" MIN.
<br />1/2"(min.)-4" x o
<br />GARAGE DEPTH VARIES 31/2"(min)-4" I I I►-
<br />9
<br />(2) #5 CONT. 4" 1'-4" 8"
<br />GARAGE SLAB AT STEP g U.N.O. MIN.
<br />TYPICAL BEARING WALL (,@ STEP (@ SHEARWALL
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD,
<br />Cow`
<br />•C�E�S�GJP�
<br />eCs'
<br />M
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />2x STUDS @ 16" O/C
<br />,GCN5\N
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />INSULATION
<br />EXTERIOR WALL
<br />8" C.M,U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE CC/S3 OR
<br />04
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL
<br />BOLT INFO,
<br />5/8'1 BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(IF NO UP LIFT ON
<br />WALL SEE GG1S3)
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />"
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />(6)1/4 x31/4 TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP}
<br />#5 REINFORCING
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />FIBERMESHWEEP
<br />BAR
<br />w/ (10)10d NAILS
<br />iv
<br />2x P.T. PLATE
<br />SCREED INSTALLED
<br />.n,P
<br />r
<br />ASSUMED FINISHED
<br />�
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />�„ �= C. ' '
<br />z
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. F77
<br />T D
<br />FINISH GRADE 50
<br />[GRADE 60 MIN. F
<br />25" MIN. LAP [30" MIN. LAP]
<br />MONO OR STEMWALL
<br />00
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />,,
<br />°O
<br />6 MIL VAPOR BARRIER - I e• °
<br />_
<br />_ s - z
<br />CN
<br />#5 REINFORCING BAR R 1 7/8"
<br />- _ =1,
<br />NOTE: �` A
<br />*FOR BEARING WALL - I_I 1 1= r COMP. SOIL. (COMPACTED TO - III),
<br />W/ UPLIFT ONLY _ = 95% MODIFIED PROCTOR ASTM _5
<br />M,
<br />r
<br />-1 11 - ! = D1557) m
<br />4„ V-4„
<br />a
<br />FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SECTIONSEE TYP. WALL •- ADDITIONAL
<br />SLAB INFORMATION.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND EXPANSION JOIN I
<br />BLOCK WALL BEYOND
<br />— 14 O.H.D. RECESS x z _13" _y O.H.D. RECESS
<br />M �
<br />°. � I
<br />4„ -
<br />• e. 4' Oo
<br />T : T
<br />SEE A/S3 OR J/S6 IJ_F
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' " (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 -` y I 1 1 1
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALAP
<br />•:' INTERIOR
<br />° -31 /2"
<br />E
<br />M CONCRETE NAILS W 1 1/2
<br />J EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />x C
<br />00
<br />CV TI 11
<br />M 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />E
<br />S3
<br />REINFORCING_
<br />•1 HOOK
<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'-0" (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 />SCALE:3/4"=V-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 />a BOLTS 6" MAX FROM
<br />LU END OF 2" x PLATE
<br />U
<br />a.
<br />A.
<br />5
<br />W
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-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 x
<br />WWF OR FIBERMESH r, E
<br />.A p . — —
<br />�r�wi- -—.
<br />��!��HRII1���
<br />(2) #5 CONT. =11 . I I 11 1 F_
<br />ON 3" CHAIRS
<br />8" 1'-4" 8°
<br />(TYP.)
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS F WALL w/ UPLIFT G
<br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR ---� 7
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. " • „ -- CONNECTION INFO x A
<br />SEE PLAN FOR ' x
<br />TOP OF BEAM 14V & LAYOUT DESIGN
<br />A '. < N V
<br />SEE ROOF PLANFag
<br />c a'. ° c a r %�
<br />II
<br />(2) HTS20 FOR STRUCTURAL d L— - At ME.
<br />BEAM SIZE & _
<br />CONNECTION INFO M ' 8 a
<br />2x4 P.T.
<br />PLATE
<br />m6^
<br />o.s.a.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />-
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 g"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO,
<br />OPTION #1
<br />co W
<br />Z
<br />°
<br />¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />SCALE:3/4"=V-0" S3
<br />-2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O,C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />�-1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />EXTLLS
<br />TO END FILL E PAD d
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH T
<br />M
<br />A'
<br />w
<br />¢
<br />>
<br />o
<br />Z
<br />0
<br />>
<br />w
<br />W
<br />(n
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. T '
<br />ch
<br />?
<br />c�
<br />z W
<br />d tL LI J
<br />0 w W
<br />00 =
<br />" cUn
<br />GRADE
<br />- a • I' -_!'
<br />=' I_ I I w
<br />(�
<br />i i 1 •
<br />=1 a -;
<br />III
<br />14
<br />F.1 r
<br />0-0 FIN, FLR.
<br />IV
<br />DATION
<br />TAPERE D COLUMN FRAMING
<br />I -III III =1 -I ! FOOTING J
<br />=I III III II= BEYOND
<br />PAD REINFORCEMENT __a _I
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />eV
<br />ca
<br />0
<br />IN
<br />e,
<br />vl
<br />Cl-
<br />,
<br />•_y:::N ,cc
<br />a'n
<br />a, G :5 CID
<br />C
<br />Y�
<br />Ewa
<br />L
<br />CD
<br />_• � as
<br />c o
<br />N CL .C!
<br />e
<br />o
<br />U
<br />�,RO.,
<br />�.
<br />t •• *i
<br />�� �:i©' • OFq.� ISN
<br />L, • ; •W�
<br />�•A
<br />��F6.SS10NA�\���,,`
<br />1111"1000v
<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 />E
<br />f0 C N �
<br />I» M 0 � V
<br />L W
<br />lL
<br />JLL W a
<br />103Z c� a x
<br />_ v
<br />=,.- 5�
<br />NaCj mw
<br />Z 47 M zLLLL J
<br />ILW
<br />0 N
<br />U g N
<br />zO
<br />W
<br />:z "'
<br />Z � co
<br />z B
<br />am
<br />N
<br />ch
<br />c/� z
<br />0 o
<br />�
<br />LLJ
<br />,U a m
<br />O W s
<br />N c
<br />U g
<br />1—
<br />® L1J J
<br />ts
<br />z�
<br />=�d
<br />Q
<br />co
<br />Cl)
<br />i1
<br />Z
<br />z
<br />G
<br />U_
<br />�
<br />zo
<br />>p
<br />z ®
<br />a
<br />Q
<br />z
<br />❑a
<br />I' ni
<br />Q5'
<br />5—
<br />°<
<br />00U
<br />gZ
<br />Z
<br />o E
<br />Nww
<br />d' _l
<br />W
<br />• n,
<br />� C
<br />ZZ�
<br />OY
<br />U
<br />g
<br />mo
<br />OLL
<br />Z
<br />z
<br />u3
<br />a
<br />d
<br />Z
<br />WU
<br />as
<br />=w
<br />Mj
<br />Oto
<br /><
<br />>I2
<br />a
<br />°U
<br />za
<br />Si
<br />J
<br />�C)
<br />'M
<br />O
<br />N
<br />M
<br />CO r
<br />O
<br />r
<br />T
<br />Q
<br />Ca.
<br />T
<br />(n �
<br />N
<br />mLID
<br />O
<br />�
<br />.[� N
<br />O
<br />0
<br />O
<br />Ln
<br />N
<br />Q
<br />r
<br />ui
<br />C`V
<br />M
<br />o
<br />Z
<br />ca
<br />Z
<br />E O N
<br />cc
<br />0-
<br />E o a3
<br />U � Q p
<br />JOB
<br />NO: 22-08302
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|