|
10'-0" 2x FRAMING @ EACH SIDE w/ BLOCKING
<br />BTM CANOPY TO TRUSSES. TRUSS MFGR TO VERIFY
<br />SIZE AND SPACING
<br />CANOPY SECTION
<br />A2 SCALE: 3/4" = V-0"
<br />CUT ROOF DECK AND
<br />EXTEND DBL 2x6s THRU TO
<br />BOTTOM OF ROOF TRUSSES
<br />FRONT/ REAR —
<br />WALL TRUSS BY
<br />MFGR
<br />VARIES;
<br />ADD (2) 2xEs ONTO END
<br />OF PARAPtTFRAMING,
<br />NAILED TOIE' STUD
<br />EQUAL EQUAL
<br />2x6 BLOCKING SIM TO FRAMP
<br />ON ROOF SHEATHING NOTES
<br />ON S102.11
<br />NAIL DBL 2x6s INTO BTM &
<br />TOP CHORD OF TRUSSES
<br />•a; B:
<br />r;
<br />PARAPET RETURN
<br />C2SCALE: 3/4" = V-0"
<br />HORIZONTAL REINFORCING
<br />II
<br />II
<br />II
<br />(1) #5 CORNER BAR PER
<br />I I I STEEL LAYER W/ 25" LAP
<br />SPLICE EA. WAY
<br />II
<br />II
<br />�}— — — — — — — — — — —
<br />#5 VERTICAL IN
<br />GROUT FILLED CELL
<br />NOTE:
<br />USE SAME CORNER REINFORCING AT OTHER ANGLED
<br />CORNERS OR INTERSECTING WALL FOOTINGS.
<br />TYPICAL BOND BEAM
<br />CORNER DETAIL
<br />C3NOT TO SCALE
<br />16 GAGE GALV. HEAD
<br />................................................__._.......__ ._.... --...........................
<br />LINE OF STRUCTURE
<br />RUNNER TRACK,
<br />ABOVE
<br />SCREW TO STRUCTURE
<br />z
<br />PARAPET RETURN WALL FRAMING
<br />a
<br />RTU
<br />FRAME FULL PERIMETER OF PENETRATION
<br />wa
<br />TO BE ADJACENT TO TRUSS
<br />PROVIDE BATT INSUL. INSIDE CURB
<br />wl 2x6s; VERIFY OPENING SIZES AND
<br />:....r_. —
<br />OUTSIDE FACE OF FRAMING TO
<br />WRAP MEMBRANE UP CURB INSUL.
<br />LOCATIONS w/ RTU MFGR
<br />3112" CLIP wl 1 1/2"
<br />(4) #10 TEK SCREWS
<br />a
<br />CENTER OF TRUSS, PER PLAN
<br />UPPER PIER w/
<br />&PROVIDE COUNTER FLASHING
<br />SLOT TO ALLOW j
<br />�.;
<br />HIGHEST ROW OF
<br />EA. SIDE
<br />a
<br />SHEATHING,
<br />` ` '
<br />FOR DEFLECTION !
<br />DRYWALL SCREWS
<br />`n
<br />j
<br />EXCLUDE AT
<br />ROOF CURB PER MECHANICAL;
<br />`! ! ! .
<br />3/16"TOP PLATE
<br />L.L
<br />"""" "'" ...... " "" '
<br />="
<br />REAR TOWER
<br />INSULATE & PROVIDE CRICKETS AS
<br />NEEDED FOR POSITIVE DRAINAGE
<br />..,.
<br />#
<br />- £ .
<br />ON COLUMN
<br />w
<br />a
<br />T ,
<br />PROVIDE 2x NAILER FOR CURB
<br />y
<br />- ,. "
<br />(4) #12 TEK SCREWS
<br />...T................................................................. .
<br />N ALIGN _._. __ _.._ ......_, .....:.__ r..__ __;___
<br />PARAPET RETURN WALL FRAMING w/',
<br />SHEATHING OVER PER FRAMING NOTES: 2x6 BLOCKING
<br />PROVIDED IFRG MEMBER FULL ;, ROOF TRUSSES PER TRL
<br />C2 PER C2 / S102 PERIMETE F RTU SUPPORT -`, ` MFGR wl FRAMING BTWN
<br />S10-- WALL FRAMING CURB, UNL DESIGNED CHORDS PER FRAMING F
<br />BELOW OTHERWIS 1Y TRUSS MFGR NOTES
<br />NOTE: SEE�HO BELOW FOR HOLDDOWN ST ;P
<br />PARAPET RETURN RCRB
<br />D 1
<br />SCALE: 3/4"= V-000 F U
<br />" D 2
<br />SCALE: 3/4"
<br />0 —A—A nn unnv nn�"so
<br />AND SPACING REQUIREMENTS
<br />ru-4"\CONCRETE LINTEL REINFORCING
<br />NOT TO SCALE
<br />VERTICAL REINFORCING AT
<br />EACH OPENING - SEE PLAN
<br />FOR ADDITIONAL REFORCING
<br />REQUIREMENTS
<br />i INTO RUNNER
<br />i €
<br />DEFLECTION HEAD
<br />D 3 SCALE: 3" = V-0"
<br />3 E
<br />J i
<br /># E
<br />#
<br />i
<br />ANCHORS @ 32" O.C.,
<br />1500 SERIES RAMSET
<br />1
<br />ANCHOR w/ 1"
<br />i
<br />EMBEDMENT INTO
<br />!
<br />j
<br />CONCRETE
<br />INT. WALL ANCHOR
<br />ESCALE: 3" = V-0"
<br />3/8" 0 LAG BOLTS 4" FROM EA.
<br />CORNER AND 24" O.C. MAX.
<br />(MIN 3 PER SIDE), TYP. ALL 4
<br />SIDES
<br />REINFORCED MASONRY WALL
<br />_ _ _
<br />2"x14 GAGE STRAP
<br />ROOF TOP CURB
<br />C?
<br />ROOF - SEE PLAN
<br />LUS210 JOIST
<br />HANGER
<br />GROUT SILL SOLID AT
<br />OPENINGS 4'-0" AND WIDER
<br />PROVIDE (1) #5 REBAR FOR 8"
<br />WIDE KO BLOCK AND (2) #5
<br />REBAR FOR 12" WIDE KO BLOCK
<br />(6) # 12x2112"SCREWS
<br />INTO FRAMING
<br />1/2" 0 LAG BOLTS @ 24"
<br />O.C. W/ 5" EMBEDMENT
<br />INTO FRAMING
<br />JOIN DBL FRAMING W/ (2)
<br />16d NAILS @ 16" O.C., W/
<br />CLENCHED ENDS
<br />EQUIPMENT W/ CURBS
<br />5
<br />a
<br />Lu
<br />w
<br />a
<br />a
<br />10"
<br />LINTEL SCHEDULE
<br />L-1 C8x18 75 GALVANIZED LINTEL w/ 1/4"x7"
<br />100'-4" LEFT SIDE WALL
<br />BOTTOM PLATE wl 10" BEARING
<br />L-2 (2) 31/2"x31/2"4/16" GALVANIZED ANGLES
<br />L-3 W12x22 w/ 5/16" PLATE w/ 12" BEARING
<br />F8" 0"
<br />zS
<br />11' 0" 40' 8"
<br />NOTE: TRUSS SPAN SHALL BE SHORTER THAN
<br />8
<br />8 DRIVE-THRU CANOPY
<br />OUT TO OUT OF C.M.U. FACE OF SHEATHING
<br />a
<br />SHALL BE FLUSH WITH OUTSIDE FACE OF C.M.U.
<br />SEE WALL SECTIONS H3, H4 & H5 ON SHEET A401
<br />TRUSS DESIGNER NOTE:
<br />DUCT LAYOUT SHOWN BELOW; TRUSS DESIGNER SHALL DESIGN
<br />_ . _ _
<br />�, ' co N
<br />TRUSSES TO ALLOW ALL TRANSVERSE DUCTS TO RUN THRU TRUSS J
<br />)J
<br />WEBS. SEE SHEET M101 FOR DUCT SIZES; FOR SUPPLY DUCTS, ADD 2"
<br />€ € f € #
<br />MASONRY @ FRONT WALL SHALL
<br />PER SIDE (4" TOTAL) FOR INSULATION THICKNESS. GC TO COORDINATE. q
<br />" �— HIUH PARAPET � . µ
<br />HAVE #5 VERTICAL BARS @ 16"
<br />�'
<br />WLL RET RN € € # o
<br />O.C. FULL HEIGHT OF C.M.U.
<br />€ ''.€ #
<br /># - . -••-. -
<br />a
<br />co
<br />L 1 L 1 L 1
<br />fn .. O
<br />J
<br />N
<br />Cn
<br />till
<br />. . — . — . `t r + <r s VERIFY LOCATION k o
<br />S'E AEA 01P5 ASE
<br />EFRI I H
<br />DfT I � I w
<br />Z ¢ £ TYP R09F �jEATHING �Yl✓fUT; € € € I o ow, € �#M.... . , Cn LLJ O
<br />a STAGGER OPNTS pARACLEI TO —... -� co �# ,,•% "#... � € . , ....... cn oCn w N I # RUSSES. SERE C31 S 03 FOR R OF € I ; " I €.....CIA
<br />M — CK
<br />U
<br />C23'• ' € F EATMING / TTAC i EI T DIAGRAM `' # # ,L TO HAVE #5
<br />TYp # € +, f _ .... ..1 0# 50# READ FACE O KITC EN . . �d5 '/...2�z0#. `^ 2. . _.... FRAMING E f....... .....iYPfAL TYP VERTIC LLBA S @ 24" .C.
<br />J
<br />€ 5 1 I SEA N T BELOW L. # Z o: W I IN
<br />COMPRESSORS Z. #
<br />m Cn `4FRYER HOOD RTU 2° � _ � •• "+ ` .. i � 401 LU
<br />...
<br />i € n Y;.. _ .......... .... XHAU T 3,OOb C2 f r y o
<br />r- € I
<br />».
<br />m I LPL D J ,� ..... I, REP IGERATIOF CHPE 1....... ....... _ .. �. a j
<br />2 :r...
<br />J M w ...�..._.... _.._ ..N.., __.....y1. am r € S1� .,.f...�_ , sF z v w i5_..........._....... ENCLOSUFtEwI. `. ��..... _....,. _..,,, _......_. = N
<br />N
<br />o z 1'-GALVANIZED METAL . �. w LL @�
<br />€ f
<br />v H5 �,-- J SEE DETAIL, FOR FRAMING _ # € € g€ € I { ~ N cn
<br />' t- € # ! 1 # € N # R00 CAPI, SEE H6 / k105 € "'{ > ....._. „ , .. o w
<br />o r a tEQ'INTS ( RTU # 1 # € 1 # ae .........__............ m . __
<br />z v _ 401 oI, TRUSS TYPE C - m . ... � .. Q
<br />o N = __� ... _ ..._ PENETRATIONS, TYPICAL �'� # # € a ; CO OCn
<br />�?
<br />r - 1 i 3 ) %� 1 1 p z -: i R1DDkE HOOD I ) .. i o f -- o o u�
<br />CD
<br />pI n ,....... .... .. _.._.. „XHAt�ST I w ._..... «..,.. , ,,,,....,._m =o
<br />Cn
<br />s
<br />Cn
<br />U. CD
<br />m s....... ., t s pp €
<br />LUI
<br />_ _ .. _._..... _.... :::: - GIRDER TRUSS BY =
<br />`V 1 # €..... ...# # �# 1 TRUSS MFGR €...... _ < f .............. `D
<br />_.
<br />#
<br />•
<br /># #
<br />2/D "' o
<br />51.0 .TYP,ICAL..
<br />....
<br /># # FA I I N
<br />1 € %so
<br />1 1 1 1 i 1 a€ 12'-1p 112",'#PUT to OU' F-
<br />_.. ... . w #
<br />,low
<br />N € 7 a HI PARAPET R'G 46'TJ 374" W f
<br />�1 s < s 5
<br />o a i d +i C.' € HIG�i PAK?APEf WALL RE4URN. w ° N
<br />w Cf 1 1 1 1 # 1 g: J # : i wa1 € € # ' #
<br />w 3 1 ; £ # S ..a, �3 sj h .11... . .. f £ € # E..... .. € y E
<br />' cn 250# 250#
<br />COOLER, FREEZER a.
<br />OD € I € COMPZZ
<br />l / ,
<br />C.M.U. ABOVE WINDOWS @
<br />FRONT WALL TO HAVE BARS @ 8 v o a r� o a c 10'-1 1/2" HOLD =
<br />16" O.C. UP TO TOP OF C.M.U. _ _ ENTRY AN "' £ € OUT to OUT #5 VERTICAL BARS @ 32" O.C. IN
<br />36' 1 l4" GROUTED CORES. TYPICAL ALL
<br />10'-0" � GIRDER TRUSSES 8"
<br />6'-0" S10 REAR FAC OF THIS GIRDERTRUSS UST LIGN w/ WALL U.N.O.
<br />TRUSSES @ 2'-0" TRUSSES = RUSSES @ 9'-8" C.L. to C.L. OF REAR FACE OF KI CHEN WALL F MING BELOW; SEE FLOOR PLAN TYPE SIMILAR TO FRONT & REAR
<br />14'-8" O.C.=15'-61/2" @ 36" O.C. 24" O.C.=16' 0" GIRDER TRUSSES 10' 0" TRUSSES @ TRUSSES @ 11'-6112" TRUSSES. TRUSS BEARING ON
<br />t9112" TRUSS MFGR TRUSSES @ 24" O.C. 36" O.C.=6'-0" 24" O.C.=6' 0" FRONT/ REAR TRUSS AND C.M.U.
<br />TO CONFIRM ±2'_9112" TYPICAL AT BUILDING CORNER.
<br />100' 4' RIGHT SIDE WALL
<br />P
<br />RUNNER w/ NESTED
<br />RUNNER INSIDE
<br />20 GAUGE TYP STUDS
<br />GENERAL WALL SHEATHING REQUIREMENTS
<br />1. INSTALL 15/32" CDX PLYWOOD SHEATHING CONTINUOUS OVER ENTIRE WALL SURFACE OF TRUSSES.
<br />2. NAIL WALL SHEATHING TO TRUSSES AND BLOCKING wl 10d NAILS @ 4" O.C. @ ALL PANEL EDGES AND
<br />12" O.C. IN FIELD OF PANELS, TYPICAL.
<br />3. REFER TO BUILDING PLANS, SECTIONS, AND ELEVATIONS FOR DIMENSIONS.
<br />4. INSTALL 2x BLOCKING AT ALL HORIZONTAL SHEATHING PANEL EDGES.
<br />5. COORDINATE WITH WALL SECTIONS SHOWN ON SHEET A401
<br />TS 3X3X1/4" STUB
<br />6. ALL SHEATHING SHALL BE INSTALLED W/ 1/8" GAP @ ALL PANEL EDGES.
<br />COLUMN
<br />SEE GENERAL
<br />(4) 518" 0 EPDXY
<br />ANCHORS STRUCTURAL NOTES
<br />& DESIGN LOADS ON
<br />SHEET S101
<br />9"x9"x3/4"THICK
<br />BASE PLATE
<br />FULLY WELD TUBE
<br />TO PLATE
<br />LOW WALL ANCHOR
<br />E4SCALE: 11/2" = V-0"
<br />2" x 14 GAGE GALV STRAP W/ (6)
<br />#2x21/2" SCREWS EACH END INTO
<br />CURB @ 8" FROM EACH CORNER &
<br />24" O.C. MAX BTWN (MIN 2 STRAPS
<br />PER SIDE)
<br />EQUIPMENT,
<br />VERIFY SIZE & \ ROOF CURB FORMED W/ 2x6
<br />CONFIGURATION I BLOCKING @ PERIMETER OF
<br />EQUIPMENT, EXTEND ROOFING OVER
<br />4SEAL AROUND STRAP
<br />/-& BOLTS AS REQ'D
<br />ROOF - SEE PLAN
<br />LUS210 JOIST
<br />HANGER
<br />1/2" 0 LAG BOLTS @ 24"
<br />O.C. W/ 5" EMBEDMENT
<br />INTO FRAMING
<br />DBL 2xl0 UNIT SUPPO
<br />FRAMING, TYPICAL
<br />WOOD TRUSS
<br />EQUIPMENT W/O CURBS
<br />EQUIPMENT HOLD DOWNS
<br />" v / NOT TO SCALE
<br />TRUSS LOADS NOTE: THESE
<br />LOADS DO NOT INCLUDE ROOF TOP EQUIPMENT
<br />BOTT. CHORD DEAD: 10 PSF
<br />TOP CHORD DEAD: 10 PSF
<br />TOP CHORD LIVE: 20 PSF MIN, OR ADJUSTED
<br />GROUND SNOW LOAD + DRIFT PER DESIGN
<br />LOADS ON SHEET S101, WHICHEVER IS
<br />GREATER
<br />HIGH PARAPET RETURN WALLS:
<br />• INSTALL 2x6 WD STUDS @ 16" O.C. ATOP
<br />TRUSSES wl 518" CDX PLYWD OVER
<br />TOP OF FRAMING PER SECTIONS ON
<br />SHEETS A202. BRACE AS REQ'D;
<br />STICK FRAMING FOR PARAPET:
<br />WHERE TRUSSES ARE SPACED GREATER
<br />THAN 24" O.C., STICK FRAME PARAPET
<br />WALL BETWEEN w/ 2x6s @ MAX 16" O.C.
<br />• STICK FRAME PARAPET WALL BETWEEN
<br />CORNER TRUSSES wl 2x6S @ MAX 16" O.C.
<br />• LAP 2x6 w/ TRUSS UPRIGHTS FOR HIGH
<br />PARAPET FRAMING PER SHEETA401.
<br />ROOF SHEATHING NOTES:
<br />ROOF SHEATHING SHALL BE 19/32", APA RATED
<br />CDX PLYWD. INSTALL 10d NAILS AS NOTED ON
<br />ROOF SHEATHING DIAGRAM.
<br />AT ROOF SHEATHING NAILING PATTERN 1 AREAS,
<br />INSTALL 2x4 BLOCKING BETWEEN TRUSSES AT ALL
<br />ROOF SHEATHING JOINTS PERPENDICULAR TO
<br />TRUSSES. BLOCKING NOT NEEDED AT NAILING
<br />PATTERN 2 AREAS EXCEPT WHERE NOTED.
<br />WHERE TRUSSES ARE SPACED GREATER THAN 24'
<br />O.C., INSTALL 2x6 FR'G BTWN TRUSS TOP CHORDS
<br />PERPENDICULAR TO TRUSSES @ 24" O.C. w/ LUS26
<br />HANGERS TO SUPPORT SHEATHING.
<br />MASONRY NOTES
<br />1. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY AS NOTED
<br />UNDER SPECIAL INSPECTIONS ON TITLE SHEET.
<br />2. AIR ENTRAINMENT, CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING SAME
<br />SHALL NOT BE INCLUDED IN MORTAR OR GROUT.
<br />3. NO EXTERIOR MASONRY SHALL BE LAID WHEN OUTSIDE AIR TEMPERATURE IS LESS
<br />THAN 40 DEGREES F., UNLESS ADEQUATE PROTECTION IN ACCORDANCE WITH
<br />SECTION 1.8.C, "COLD WEATHER CONSTRUCTION", OF ACI 530.11 ASCE 6rrMS 602,
<br />SPECIFICATIONS FOR MASONRY STRUCTURES, IS PROVIDED. FOR HOT WEATHER
<br />CONSTRUCTION REQUIREMENTS REFER TO SECTION 1.8.D.
<br />4. MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING THEIR ERECTION AND
<br />UNTIL THEIR DESIGN SUPPORTS ARE IN PLACE TO WITHSTAND A HORIZONTAL LOAD
<br />OF 32 PSF.
<br />5. TYPICAL JOINT REINFORCING SHALL BE GALVANIZED, #9 GA. CONTINUOUS SIDE
<br />WIRES WITH #9 GA. CROSS TIES AT NOT MORE THAN 16" O.C., LADDER TYPE, AND
<br />SHALL BE INSTALLED AT 16" VERTICAL SPACING. IN ADDITION, ONE LAYER OF
<br />REINFORCING SHALL BE LOCATED AT EACH FLOOR SLAB LEVEL, AND ONE AT THE
<br />FIRST COURSE ABOVE ALL OPENINGS. STOP AT CONTROL / EXPANSION JOINTS.
<br />PROVIDE PREFAB SHAPES AT CORNERS AND INTERSECTIONS.
<br />6. LOCATE WALL CONTROL JOINTS AS SHOWN ON DRAWINGS OR WHERE REQUIRED.
<br />WHERE NOT SHOWN, LOCATE JOINTS AT MAXIMUM 40'-0" O.C. OR 3 TIMES THE WALL o
<br />HEIGHT, WHICHEVER IS LESS.
<br />7. MASON SHALL TOOL JOINTS ON ALL SIDES OF MASONRY WALLS, WHETHER OR NOT
<br />MASONRY WILL BE EXPOSED. JOINT PROFILE AND SIZE TO MATCH EXISTING.
<br />8. REMOVE EXCESS MORTAR AND MORTAR SMEARS FROM SURFACE OF MASONRY.
<br />CLEAN SOILED SURFACES WITH NON -ACIDIC CLEANING SOLUTION WHICH WILL NOT
<br />HARM MASONRY OR ADJACENT MATERIALS. USE NON-METALLIC TOOLS IN CLEANING
<br />PROCESS.
<br />9. IN ADDITION TO VERTICAL REINFORCEMENT SIZE AND SPACING NOTED, VERTICAL o
<br />CORES OF CMU SHALL BE GROUTED SOLID WITH VERTICAL BAR AT EACH CORNER
<br />CELL AND CELLS ADJACENT TO EACH OPENING
<br />10. PROTECT CONCRETE MASONRY AND CEMENTITIOUS MATERIALS FROM MOISTURE.
<br />DO NOT USE CEMENTITIOUS MATERIALS THAT HAVE BECOME DAMP. DO NOT
<br />INSTALL CONCRETE MASONRY THAT HAS BECOME WET UNTIL IT HAS DRIED.
<br />ROOF FRAMING PLAN
<br />C5SCALE :1/8" = V-0"
<br />U—
<br />U—
<br />a
<br />a
<br />113:
<br />co
<br />R
<br />LL
<br />C
<br />Cn
<br />a
<br />CL
<br />Cj
<br />N
<br />PARAPET LOAD
<br />REQ'MTs
<br />0
<br />TOP OF TRUSS
<br />AT LOW POINT
<br />OVER DINING
<br />ROOM, TYPICAL
<br />SEE PLAN FOR SPANS
<br />SEE PLAN FOR SPANS
<br />TRUSS WEB CONFIGURATION MUST PROVIDE 24"-26" CLEAR FOR DUCT IN LOCATIONS SHOWN ON PLAN
<br />SINGLE SLOPE TRUSS
<br />511 " w/ UPRIGHTS
<br />12" 51 /2"
<br />1/4 C=—
<br />ED
<br />NOTES:
<br />GC TO VERIFY RTU QUANTITIES, LOCATIONS, & SPECs AS WELL AS TRUSS SIZES AND SPACING.
<br />ALL TRUSS TYPES MAY NOT BE SHOWN; VERIFY w/ MFGR.
<br />PROVIDE (2) H10ATRUSS CLIPS @ EACH END OF ALL SINGLE PLY TRUSSES WHERE MAX. UPLIFT DOES
<br />NOT EXCEED 1,015#. WHERE UPLIFT EXCEEDS 1,015#. PROVIDE MAX REACTIONS TO ARCHITECT FOR
<br />ANCHOR SELECTION.
<br />TYPE A
<br />TRUSS TYPES
<br />E7 SCALE :1/8" = V-0"
<br />SEE PLAN FOR SPANS
<br />SEE PLAN FOR SPANS
<br />51/2"
<br />8"
<br />EXTEND BOTTOM CHORD MEMBERS FOR CANOPY, TYP --_
<br />C.M.U. SUPPORT WALLS TYPICAL
<br />02
<br />0
<br />a a
<br />v, r
<br />v Cl)°D
<br />LL U—
<br />a
<br />a
<br />v °O
<br />Lo
<br />TYPICAL TRUSS
<br />PARAPET LOAD
<br />REQ'MTs
<br />VARIES,
<br />SEE PLAN
<br />co
<br />�- DROP TOP CHORD
<br />DWN 1 1/2" TO ALLOW
<br />2x BLOCKING
<br />INSTALLATION OVER
<br />TYPE B FRONT & REAR WALL
<br />SEE PLAN FOR SPANS SFF PLAN FOR SPANS SFF PI AN FOR SPANS
<br />TYPE D
<br />ti
<br />O
<br />N
<br />O
<br />Z r
<br />O
<br />LLJ LID
<br />(n CU cy O
<br />1 i>LU =LJ V
<br />'
<br />U ILL
<br />U 00 .L a
<br />W CU
<br />ZC�NU
<br />U a�
<br />E
<br />CD
<br />J `
<br />2 �
<br />c
<br />NCc
<br />a E
<br />E
<br />N N �'
<br />c6
<br />U)
<br />c �
<br />aof
<br />rn
<br />� cn �
<br />U Lo a) °�
<br />LLJ
<br />� J
<br />O •s 3: °?
<br />W
<br />CL LL
<br />°a Lo 'C f6
<br />O
<br />L
<br />cnNaU-5
<br />CD
<br />UlJ
<br />H
<br />2
<br />U
<br />z
<br />Ix
<br />Q
<br />00
<br />F- (D o
<br />W � x
<br />z m rn a l
<br />LU�.�rnrn
<br />z
<br />~ r.
<br />z
<br />Q o (V
<br />�rA-2U)u7
<br />J(D��
<br />O
<br />O � m 00 00
<br />© OEMA
<br />All rights reserved; any copying,
<br />transmittal or disclosure subject
<br />to OEMA written approval.
<br />°6 J
<br />Q Q o
<br />J >
<br />�
<br />N
<br />Z W
<br />G
<br />♦♦Z
<br />CD ~
<br />o
<br />' A 00
<br />U— __ J 00
<br />LL- a)
<br />On3
<br />O Lu
<br />oc o
<br />2017-054
<br />S102
<br />
|