|
0
<br />N
<br />0
<br />0
<br />a
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<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
<br />s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />.) (OR „ GYP. TYPE'X„ @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x16" 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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 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 U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 1 U-0" (R302.11)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 19-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. WB MIN.) @ GARAGE SIDE IF
<br />{ z
<br />APPLICABLE.
<br />3/8 MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN
<br />TRUSS 24" O.C. U.N.O.
<br />@
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C &
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />„ "
<br />SIMILAR AT FOUNDATION ONLY
<br />HURRICANE ANCHOR @ EACH
<br />ROOF FLASHING AND ROOF FLASHING
<br />•c
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />=
<br />_
<br />IMPSON SP1 w/ (10)10d NAILS
<br />x
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 rF
<br />r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />CHAIRS (TYP.) WWF OR FIBERMESH `'
<br />`' ELEV. 0'-0"
<br />OIL
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER
<br />( )
<br />a A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />211 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />2" 6 x 6 W1.4 x W1.4
<br />A
<br />SHINGLE ROOF, SHINGLES TO
<br />a
<br />n
<br />@ 24" O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />=ll=l I I—III=I " ° ' (I=
<br />'-1 I H I I —III I I I I �I I �I I �' r
<br />T _ I
<br />11= I I=� P I I I �I I �I I�
<br />a ° a z
<br />r a ELEV. -0-31/2
<br />� � ` � � � O
<br />o o A. F. F. p
<br />31/2" MIN.
<br />a'
<br />31/2"MIN. '
<br />a
<br />D3161-CLASS F, IN
<br />12 ACCORDANCE w/ TABLE
<br />11 =III ;,111 I�� L ' —
<br />III-1 I=I I =I I=I I=I I=I I �I I -=I I �I I �I I"
<br />a n 2x4CONT. a u
<br />a ° 4 0
<br />a N
<br />'
<br />ll
<br />° _�� 1/2 (min.)- 4
<br />- D a TT-
<br />=�=I I1=_ � 1/2'(min.)- 4'
<br />D a
<br />I—
<br />TYP. R905.2.6.1, FLORIDA BUILDING
<br />( ) VARIES
<br />CODE 7TH EDITION (2020)
<br />-I I III —I 1=I I=III I I I I I I �) I
<br />-1 I �=III—I i I—III=1(�I I �I II I •
<br />g I I` ° °
<br />c GARAGE DEPTH VARIES c
<br />— _
<br />0O r o r I I —I I Ir
<br />31f2"(min. - 4" I I I
<br />— —
<br />°J -,- —I
<br />31/2"(min.} - 4" —=_IT
<br />RESIDENTIAL
<br />e
<br />- _[ 11=Tf 1 I=1=1
<br />=11� iTl 111=T=I I I=III �'
<br />a o a
<br />MITI
<br />ROOF SHEATHING - SEE
<br />INSULATION LE SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />TTT
<br />(2) #5 CONT. „ 1 I lit —
<br />4 1-4 g
<br />(2)#5CONT. 4„
<br />FRAMING SHEET FOR
<br />MI
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL @ STEP CC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=1'-0" 53
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />����'�°Us
<br />BOARD PER CODE (OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />URA`""
<br />GYP. TYPE @ GARAGE
<br />W/A HABITABLE ROOM
<br />\12'N.O. 2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ecs
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />M�N�a s
<br />CEILING & 8" O.C. WALLS
<br />KNOCK-OUT
<br />8"x8"X16" KNOCK -OUT
<br />6" N
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />10
<br />�/ c°�'
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK CONT.
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />10'-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />PLAN
<br />;� #5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO F►NISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.11}
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR N
<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 />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />STD. 90-HOOK (SEE DETAIL)
<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 />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1 (6)114"x31/4" TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />2T MIN. LAP [24" MIN, LAP] #5 REINFORCING
<br />SPACE ANCHOR
<br />ARCHITECTURAL
<br />w/ (10)10d NAILS
<br />�' 2x P.T. PLATE
<br />FIBERMESH
<br />:, WEEP SCREED INSTALLED
<br />Q
<br />BAR w
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />END OF 2" x PLATE WWF OR FIBERMESH T
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />TYP. '-
<br />ASSUMED FINISHED
<br />E PER MFR INSTRUCTIONS
<br />o
<br />#3 OR #4 REINFORCING BAR v
<br />N z
<br />4- GRADE
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />a
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL o _Z
<br />FOOTING MONO SHOWN
<br />� FINISH GRADE 00
<br />Cl)cn p.
<br />— -0.
<br />—T I
<br />[GRADE 60 MIN. Fy= 60ksi] a
<br />25" MIN. LAP [30" MIN. LAP]
<br />g
<br />m ° �j=Evil - o_
<br />D r
<br />I —III—I I I I f
<br />—III I=� ° • I =1 i I=
<br />FOUNDATION PLAN
<br />FOR CLARITY ° Gv _ . °°
<br />6 MIL VAPOR BARRIER �� R e. ° --�I I= — I I= °F
<br />R 1 7/8 w
<br />#5 REINFORCING BAR
<br />�TI= I I� ° —
<br />1x4 P.T. BASE NAILER
<br />FOR LOCATIONS)
<br />_
<br />L I I' I —I � 1=1 I'=' "— -
<br />= — — —! I=1 I I- z
<br />( o. I —I ff—�—III
<br />t r
<br />#5 LAP SPLICE
<br />— r
<br />. I —I f� lT— I► I I I I G
<br />4"x4" INSPECTION
<br />NOTE ;__- =III—_%
<br />I •=1
<br />' I = jI I —I f—� I I
<br />(2) #5 CONT. _
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL =11 ! III ! ( L .,-
<br />—I I III ! i_ III
<br />COMP. SOIL. (COMPACTED TO — ° '
<br />= =I�1=T
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3"CHAIRS „ „
<br />(TYP.) 8 1-4 8
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />_ _ _ _ _ — —
<br />W/ UPLIFT ONLY -1 __ _ I _
<br />°
<br />95 /o MODIFIED PROCTOR ASTM _ I
<br />Ij �� (�!I
<br />10"
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />cn
<br />-I, f, ; =_I _ =
<br />—I 1— I III— I —1 I— I I! III =1 I —I —1 —III
<br />- I=III=i ! !=1 =1 I=III—I i—III-1 =1 =i =1 !=1 —'
<br />D1557 ) I—rrr—rr—III— I —I F
<br />4" V-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />-i
<br />—iii—!11=III_=,I;; iiiii iiiit „ICI �1=Ii=III=I!I
<br />#6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS rF
<br />WALL w/ UPLIFT rG
<br />W1.4XW1.4 WWF OR
<br />_FIBERMESH'
<br />- DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />_ ,_ II
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3
<br />_ I II
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />E v
<br />L
<br />'
<br />I
<br />[itr y ° D I A00
<br />C1, 1 =�( I I—
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />IT
<br />°
<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 T I— = - z
<br />min.) 4 "
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />°
<br />M
<br />BARRIER III D p �r 4 I
<br />a a a GRADE
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />T
<br />COMP. SOIL. II I II
<br />— — — d •
<br />— __ — — — —
<br />— ••— �_ =— —III
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />a
<br />- -
<br />(COMPACTED TO 95% 1I
<br />MODIFIED PROCTORfff
<br />_
<br />_ — _— — —` =(1) #5 REBAR w/ OPT.
<br />— — _ — =
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />77
<br />_ — — —
<br />r��—I— a ° a ' ° %,.
<br />ASTM D1557)
<br />I i I FEI I II I ��I EEN ENCLOSURE
<br />III, III I I_I C/�
<br />(2) HTS20
<br />BEAM SIZE &
<br />r-
<br />MIN. CLR.
<br />I
<br />14�uliF j1—�
<br />T
<br />3"
<br />(2) 45 REBAR CONT.
<br />1-4 (1 STORY) STD. 90 HOOK SEE
<br />CONNECTION INFO
<br />r� I I , ' IIIIII
<br />�_—
<br />ON 3" CHAIRS TYP. (
<br />MIN.
<br />411 1'-8" (2 STORY} DETAIL
<br />U.N.O. )
<br />� � PLATE 2x4 #2 SYP P.T. FRAMING w/
<br />�T�
<br />I ICI I1-1 I I, � I
<br />SEE A/S3/J/S6- `'
<br />7i,s° MIN 7/16" O.S.B. SHEATHING
<br />g
<br />TYPICAL WALL SECTION q
<br />TYPICAL THICKENED SLAB EDGE L
<br />w °'S'B' z ATTACHED PER NAILING
<br />FOR REINF, INFO.
<br />OPTION #�I
<br />SCALE: 3/4" =1'-0" S3
<br />SCALE: 3/4"=1'-0" S3"Es�pu
<br />w SCHEDULE
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION ¢ w SEE PLAN FOR STRUCTURAL
<br />> J
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />w COLUMN SIZE AND BASE
<br />rM
<br />21� 1/2" FROM SLAB
<br />o LU CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />01_011 J CONT. BEAD SEALANT
<br />SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />°' ¢ 2X STUDS @ 24" O.C. U.N.O.
<br />° .: • . ' a INTERIOR
<br />`
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />_
<br />° ° -3 1/2"
<br />'4..
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL AT 8" O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS d
<br />'' • : •' GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS - Z
<br />.�
<br />`=
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 1 1/2'
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />_
<br />M
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />TO FOUNDATION PAD _
<br />r a _'
<br />•
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />z SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />• . I .. �
<br />—r.r�
<br />M
<br />=11 i I � JEI T
<br />'•' _!!
<br />°— I I 11—
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />w SIZE VARIES PER PLAN
<br />¢
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<br />- z
<br />-
<br />� —
<br />GRADE n
<br />—LIFIR y
<br />., ;.
<br />; —
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<br />MIN. SHEAR 1 # MIN. CONT. BEAD SEALANT E
<br />80
<br />V
<br />> W w/ MIN. (2) #5 VERTICALS
<br />I .� : I -
<br />_III —III
<br />1 0o
<br />�•' 4
<br />TENSION 120#) CONCRETE SLAB E
<br />- 6 6 W1.4 W1.4
<br />J FILLED SOLID (SEE PLAN FOR
<br />wLJ
<br />SIZE AND REINFORCEMENT
<br />w
<br />— 1= != _
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<br />COMMUNITY SPECS
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<br />_ I
<br />SEE A/S3 OR J/S6 -I I II I
<br />I I IIIII I I I I I tf I
<br />_
<br />co6 MIL VAPOR - — —
<br />— _ I- L I i�Tr
<br />0 -0 FIN. FLR.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO.
<br />3"MIN. CLEARANCE
<br />_=i
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<br />- — I �— I — —IL TI7
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<br />—� �I I' � �I I� li i� I- ;II - != 11— BEYOND
<br />PAD REINFORCEMENT
<br />V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 ST RY)
<br />—I I —I I I— —
<br />... • . t :•;
<br />3 MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
<br />( )
<br />V-8" 2 ST RY
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<br />4" 4"
<br />••y CONC.
<br />.. '% : �,. cEE °N°. PAD INFO.
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J 1
<br />GARAGE DOOR SLAB
<br />RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />TAPERED COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION
<br />FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=T-0"
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION,
<br />ADDITIONAL INFORMATION.
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<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.
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<br />JOB
<br />NO: 22-02362
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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