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<br />DOOR JAMB (REFER IX4 11/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />F
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1x4 F 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />P.T
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />t
<br />x4
<br />APPROVAL FOR CONN.
<br />X 4
<br />I
<br />3-1/4" LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING
<br />3/16"0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />BLOCK@ SPACING
<br />1"
<br />DETAIL
<br />O,C. 2-ROWS INTO
<br />1x8 P.T.
<br />1 tj
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1 Yl
<br />1X8
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1 x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />-3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C, & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />N.
<br />1x4 1/2" DRYWALL
<br />1x4 1/2" DI
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN,
<br />2" EDGE DIST.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />2x8 P.T. wl (2) ROWS 3/16"
<br />�j
<br />F
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />Z
<br />i
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />O.C. & 4" FRO M
<br />END w/ MIN. 2" E EACH
<br />DGE DIST,
<br />i IST
<br />FURRIN(
<br />4" FROM EACH END w/
<br />L 2x8 P.T.
<br />W1
<br />ATTACH SECOND PLY wl 'r
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 1 Odx3"
<br />2x8
<br />qx nFTAII
<br />9 1/4,,
<br />nF=TAII
<br />STAGGERED @ 12" 0'
<br />3-1/41' DETAIL
<br />1 11
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
<br />SCALE: N.T.S. � SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />i
<br />SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACEIBLKG
<br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF W ALL) BTWN- OSB
<br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL
<br />SCALE: N.T.S. �S
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />BLOCK HEADER
<br />1 X4 FURRING
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE BI
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />2 x 8 VERT. BRACE(S)
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />INSTALL WDW, SCREW----'
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />1/4" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />Z-01'
<br />IVITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT��INTO K.)
<br />,(`/4" MAX Z
<br />2'-0"
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />LEAVE A CUT OUT IN O.S.B.. ON *T
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7/16" OSB ARCH PANEL
<br />'--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />ARCH DETAIL rK
<br />SCALE: N.T.S.
<br />— SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 1 Od NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4'MAX. RAD.
<br />SECTION
<br />B-B
<br />8"
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />I -q I START OF ARC
<br />EQUAL I I 4'MAX. RAD.
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTHCELLS_�o
<br />#5 RE&
<br />(TYP)
<br />STD. 90'
<br />HOOK (I
<br />M2
<br />±5 A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />UPLIFTCAPACITY = 805#FORISTRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />WA QVDW) r'nKIT t"ATrw -rDHzz r)r:r)Tw
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY
<br />SCALE: 3/4" = V-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />HOOKED DOWEL
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />WWM AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />,'�_114"EXPANSION BOLT (2
<br />W*HE'RE' THIS CONDITION
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />140
<br />PER ANCHOR)
<br />OCCURS
<br />#5 CONT. TOP & MID
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />WITH MIN. 3" COVER 6-0"
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />I
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />/"-F.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />D X
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />47FL, I I III III III III -
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />6" MIN. LAP SPLICE W/
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />Cn
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />ICSEALANT
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />(2) #5 REBAR. (1-STORY)
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16" MIN, (1-STORY) (3) #5 REBAR. (2-STORY)
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />f20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />.10 __�v
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" = V-0"
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />FILLEDCELLPER
<br />FOUNDATION PLAN
<br />UNACCEPTABLE INSTALLTION
<br />4P*
<br />DO NOT DO THIS.
<br />#5 REBAR (TYP,)
<br />41t#
<br />kR 4%*
<br />4b#,
<br />41k#
<br />TD. HOOK (TYP)
<br />41111, 4t# 90
<br />YP.)
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" 01C.
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON @
<br />6" O,C. EDGES AND 12" O.C. FIELD
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT,
<br />WEB
<br />4
<br />44
<br />METAL SEAT PLATE
<br />fNOTE:
<br />C
<br />LA
<br />LAP SHEATHING TO
<br />4
<br />All,
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4xl 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />*#_ ±2-] NOT6'H**B @FIRST COURSE
<br />4%�
<br />#4 #*
<br />FHE 41�#
<br />4�#
<br />4P*
<br />FILLED CELL INSTALLATION K'H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />� �S
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />BRIG WALL TYPE
<br />PER PLAN
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--L--y---I—
<br />CONT 2x4 NAILED TO
<br />BLOCKING wl 2-12d NAILS ("")
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />L CONT VENTED OR SOLID SOFFIT
<br />LOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />w/ 3-12d NAILS, TYP. (-)
<br />1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />- SUB FASCIA w/ 16 GA. 3/4"xl /4" CROWN STAPLE @ EACH GROOVE
<br />&STRUCTURAL SOFFIT
<br />SF01 SCALE: 3/4" = V-101" (") FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />�REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />'2.k.
<br />+ (44
<br />+ + /-/y
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL--/
<br />SCHED.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-6"
<br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />(2) 1 Od NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />+ REQUIRED TO
<br />+ SUPPORT SOFFIT
<br />+
<br />PRECAST LINTEL ENTER OFFIT %
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'-0")
<br />SECTION @ ROOF EXTENSION rm_��
<br />SCALE: 3/4" = V-0" � SS 7
<br />qPP -qHPPT m Amn
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />Qr1AI IZ
<br />I - 1
<br />z
<br />0
<br />ILL
<br />0
<br />U-1
<br />0
<br />Cn
<br />FILL 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 11/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN
<br />- L-_r4
<br />"' .. ��: � 4,,
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-091 51-011
<br />Y, "Ito.
<br />.. Is' 1.0 . - 14� #5 BAR
<br />CENTERED W1
<br />Ail, 'TOP
<br />------- KNOCKOUT/
<br />A
<br />MONO FOOTING
<br />A
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL A.
<br />DIRT
<br />A STANDARD C:�
<br />#5 BAR IN 99 HOOK
<br />FILLED CELL ;v
<br />j
<br />L
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />I — EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />n SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
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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 />Engineers signature and sea].
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<br />JOB
<br />NO: 22-02362
<br />SCALE : AS NOTED
<br />SHEEr N0.
<br />SS
<br />
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