88-415 BUILDING PERMIT
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TOWN OF QUEENSBURY No. 88-415
WARREN COUNTY, NEW YORK
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PERMISSION is hereby granted to Airron Industriall Corp. .
OWNER of property located at County Line Road Street, Road or Ave. o
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in the Town of Queensbury,To Construct or place a Pole Barn
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at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is N,
P.O. Box 225 y
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Glens Falls, N.Y. 12801
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2. CONTRACTOR or BUILDER'S Name R
C
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Same rr
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3. CONTRACTOR or BUILDER'S Address
Same
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4. ARCHITECT'S Name
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C
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5. ARCHITECT'S Address N
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(D
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6. TYPE of Construction— (Please indicate by X) p,
( ) Wood Frame ( ) Masonry ( ) Steel ( )
7. PLANS and Specifications
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No. 20' X 100' as per plot plan and application co
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8. Proposed Use �
Pole Barn (replacement)
$ 20.00 PERMIT FEE PAID =THIS PERMIT EXPIRES . "January 1 19 89
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 22nd Day of June 19 88
SIGNED BY C for the Town of Queensbury
Building and Zoni g Inspector
TO BE COMPLETED BY BLDG. DEPT.
C� / Application No.
QUtV--jJZ"r!1 Permit Issued 19 � -
'6UILDING and ZONING DEPARTMENT
Permit Expires 19.._ JU N 2 6
Bay and Haviland Road, R.D. 1 Box 98 Zoning Designation
C)ueensbury, New York 12801 Variance No. „ BUIL -�� plc.GOD DEPT.
5� Site Plan Review- N6.
j Approved by:
b APPLICATION FOR
BUILDING AND 7ONING PERMIT
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# ii• iF # iE # it # # if' iF # # #' # iF #..# # # # iF iF il• if• •!F iF iF iF iF # it # ii• iF iF # . # :;# ,
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. ANSWER, ALL OF THE FOLLOWING. .
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The undersigned hereby applies for a Building Permit to do the following work which will
be done in accordance with the description, plans and specifications submitted, and such
special conditions as may be indicated on the Permit.
-------------------------------------------------------------;�z------- --------------------
The owner of this property is: ( � yd Vf4 o L 6e Z d .
P.O. Address ;�, 0, 15,y y -2 �Z ��NS Yp 1- s /1/, V, Tel. 7f-3
Property Location: rovN-ft/ 2dPI (4--- Tax Map No. / /
Street number- or building lot number
Subdivision name (if applicable) /i/p/V�
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS BUILDING CODES IS :
Name P.O. Address Tel. No.
Name of builder �"��— Tel. A/5 d v Name of plumber Address Tel.
Name of mason Address Tel.
NATURE OF PROPOSED WORK: * ZONING INFORMATION:
_Construction of a now building * A PLOT PLAN MUST BE PREPARED AND SUBMITTED,
_Addition to a building drawn reasonably to scale and attached hereto,
_Alteration to a building * showing clearly and distinctly all buildings,
(no change to exterior d' ensions) * whether existing or proposed and indicate all
,(_Other work (describe) If E set-back dimensions from property lines. Give
* street and number or lot number and indicate
SIZE AND +
FORDEDEMOLITIONPERMIT, STATE SIZE interior or corner lot. Show location
LOCATION OF STRUCTURES AFFECTED. of water supply and locution and configuration
* of septic disposal area.
* COMPLETE INFORMATION REQUIREIA BELOW.
* Size of property J I�`//� te� ft.
* Existing building S) Size ft X ft.
*
PROPOSED BUILDING AND USE:
* Existing buildin (s) Use
Size of new structure it �ft
foundation-pier/slab/crawl/partial/full * Proposed building, distance from property line
(circle one)
No. of stories (habitable space) * Front yard ft Rear yard yf v ft
Height (grade to ridgVb
ft. * Side yards ` ft and � 1� ft
If residentia n . o families
* If on corner, tsetback from side street ft
No, of rooms( cl di . aths) * OCCUPANCY INFORMATION
No. of bedroo -
1. * PRIMARY BUILDING No. of bathrio s One family dwelling
Primary heat n y
Type of fuel 1 * Two family dwelling
„. * Multiple dwelling / Number of units
No. of lfA
firep� aceUbe
t be installed permanent occupant
Will a wood stow installed? * occupancy
Central Air conditioning? * Transient occupancy
* Business
BUILDING STYLE PRIMARY STRUCTURE A
ndustrial
* ther
Ranch Contemporary Log cabin * If addition, what wi
Raised ranch Mansion Duplex !/
Split level Old style Bungalow
Cape Cod Cottage Other " ACCESSORY`.BUILDING-
Colonial. Row Town House * Detached garage/one car/ two car/ car
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RIVERSIDE TRUSS
CUSTOM ROOF AND FLOOR TRUSS SYSTEMS
* IMPORTANT
WHEN ERECTING ROOF TRUSSES IT IS IMPORTANT THAT ALL
TRUSSES ARE ALIGNED AT FACIAS AND RIDGES. EVEN WITH THE PRE-
CISION IN TODAY 'S. TRUSS INDUSTRY, IT IS POSSIBLE FOR TRUSSES
TO HAVE SLIGHT VARIATIONS FROM ONE SIDE TO THE OTHER. FOR THIS
REASON WE HAVE PAINTED ONE END OF EACH TRUSS AS IT IS PRODUCED
SO THAT YOU, THE BUILDER, CAN EASILY DETERMINE WHICH WAY TO PLACE
THEM ON YOUR BUILDING.
ALL THE PAINTED ENDS SHOULD BE PLACED ON THE SAME SIDE
OF THE BUILDING TO ASSURE STRAIGHTER RIDGES AND SMOOTHER ROOF
SURFACES.
OF QUEErm-L..
RE EiVEZD
1993
�- L4 CODE DEP Y
P.O. Box 9, Riparius, NY 12862
(518) 494-2412
inR* TlPP40i THIS OWG. PREPARED FROM rnmPuTFR INPUT (10AOS P. nTMFNSTONS) SURMTTTFn BY TRIJS� MFR.
TOP CHORD 4X2 MSR-SPF 1650E-1.5C*' NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHORD 4X2 MSR-SPF 2100E-1 .8C IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n
WEBS 4X2 SPF #3 MUST BE MARKED BY TRUSS FABRICATOR. c
In
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: PROVIDE FOR ADEQUATE ROOF DRAINAGE. m
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THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING
HAVE PARAPET WALLS, OR CONDITIONS THAT ACCUMULATE SNOW BY
DRIFTING OR SLIDE OFF FROM ADJACENT HIGHER ROOFS OR RESTRICT 1n
FREE RUNOFF OF WATER. iv
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10-0-0 } 10-0-0
-1 TO CENTER OF
24.
4, 0" MQX. OPEN CHASE
W=3X6 30.0" TYP. _-
2X3 3X3 �� 1P��Q�fjE`YyU
4X6 4X6 3X5 3X3 2X3 3X5 4X6 4X6 `9
q 1-
1-2=011 1-2-0
t 1 Lam'
5X8 4X6 3X5 3X3 3X3 3X5 4X6 N`.1 0 A063
2X3 W= HS2512 2X3 ADO SStoN
5X8
N.
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20-0-0 OVER- 2 SUPPORTS =_
R=1284# W= 3.50" R=1284# W= 3.50"
REVISED bAE 12/29/92
PLT. TYP.-ALPINE SEQN-- 22313 REV 15.6.5 SCALE = 0.2500 '
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TP_I'-PCT REF R027-=60283
O O C= C= C= C= *)(IMPORTANT* C SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION .AND
C= O [= C= O DEVIATION FROM THIS DESIGN OR'THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-01 BY TPI. SEE THIS DESIGN TC LL 50,'.0 PSF DATE 12/28/92
C= T. O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITn OST6B BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING PE
C= Ci. t� O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP TC DL 10 0,PSF DRWG PAOSR027 92363004
O C= C= O A445 GR A EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �'
T� ALPINE C= TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD NY BC DL 5.0 PSF PA-ENG w- 1'('
O C= CONNECTORS PER DRAWINGS 13D, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 65.0 PSF 0/A L E N. 20
-0-0
14
L CABLE PR VISIONS
OS G TPI. AN
ER'S ALPINE
ECHNICAL UPDATE
OPER
o TRUSS C� SEALOON TiISPDRAN ItIG APPLIES 70 OTHENCOMPONENT OEPICTEDEHERE DRYWALLTAPPLICATION. FURNISH/AICOPYROFRTTHIS C .1
E C= IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 , 15 DEPTH 4.4 .O 1
C= O C= C= C= y--TPI n TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4.0" TYPE S Y 4 2
RIVERSIDE TRUSS INVOICE, INVOIG ,i'''• :.PAGE_
DATE° NO:'?;;
CUSTOM ROOF AND FLOOR TRUSS SYSTEMS TERMS 1% 10th NET 11th
WALL PAN ELIZATION FOLLOWING PURCHASE DATE.
P.O. BOX 9 FINANCE CHARGE OF 2% PER
RIPARIUS, NY 12862 MONTH CHARGED ON ALL PAST
DUE AMOUNTS(MIN.OF$1.00)
® (518) 494-2412
FAX 494-4234
1/05/93 15.038 1
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D P
MEAD LOG HOMES GLENS FALLS, N. Y.
o VAUGHN ROAD o SHIP DATE: 1/6/93-
GLENS FALLS, N. Y. 1E801 ORDER # 92--905 CODE B
QIDER.NO..: QRDER DATE CUSTOMER sa�Es PURCHASE SHIP VIA,_
` „ O.. PRSN. ORDER NO.
15038 1�05/93 ME100 R• AIRONS
DELIVERY SHALL BE
'.3.'RiJCX SIDE DELIVERY
ITEM ® A']' .S'.BEET PAVEMENT.
•-• - e '.'U TAMER ASSUMES ALL
18..0 18. 0 *1442M { E0' 0" FLOOR TYPE ROOF RESPONSIBILITY FOR ANY
DAMAGES CAUSED BY TRUCK
OR DRIVERS DELIVERING
BEYOND STREET PAVEMENT.
A CHARGE OF $30. 00 PER
I; HOUR WILL BE ASSESSED
�. FOR DRIVER TIME IN
' EXCESS OF 2 (TWO) . HOURS,
!I
i OF UNLOADING TIME.
AND/OR WAITING TIME.
i SCHEDULED DELIVERY TIME
ACTUAL ARRIVAL TIME:
ii�; •'Cl c� r-
I
I' ACTUAL COMPLETION TIME
I; OF UNLOADING:
DR GER S _ _P .
.�'�`�� -tom'
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•It is the CUSTOMER'S RESPONSIBILITY to supply an experienced crew and/or necessary equipment i
which can efficiently unload ALL PRODUCTS at the jobsite.
•ALTERING,CUTTING,or REPAIRING any TRUSS or PANEL without written Notification and Approval,of
RIVERSIDE TRUSS will be solely,at the Risk and Expense of Customer.
•Claims made on Components due to error or defects in workmanship will NOT be accepted without
PRIOR written approval of RIVERSIDE TRUSS. RIVERSIDE TRUSS must be given adequate time to
investigate and/or correct any problems. Minor trimming, shimming, scabbing, or adjustments of
components due to products typical nature shall be the,responsibility of the buyer.
•Claims made on any Product will be limited to the value of that product.
•It is the CUSTOMER'S RESPONSIBILITY to handle,erect and brace TRUSSES as per TPI RECOMMEN-
DATIONS provided. I VER7I DtEE RUS
• TACS anc�1� QNl��ES m�J�tSon tY��rrtIrRGvery ti�Iel Sri signed by the driver
Aapd a,response a Dresentative oft a buyer.
THANK YOU FOR YOUR BUSINESS.
. i
RECEIVED THE
ABOVE IN
:7`-`_,_ • -------------- T n v a i c e Tat"e:'..;;
iJERSIDE TRUS6. -DELIVERY COp'Y
RI,UERSIDE TRUSS , Invoice Number: ,1397I.A
P. O. BOX 9 `•U Reference_
RIVERSIDE STATION ROAD
RIPARIUS, N. Y.
1286,
s s_
=` Sold To : customer # I"tI 1b0 Ship To:
MISCELLANEOUS CUSTOMER
RON CHARTRAND to.
OUEENSBURY AVENUE (�(� • '� t
GLENS FALLS, N. Y. d�
Iinoi
_ a espersone MS Ship Via OUR TRUCK
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CODE S1 (DRIVER FRANK BENTON)
ORDER # A`233
"item Description Ouantity r-'rice Ext.." Amt.,.-
FLOOR WOOD WEB. 5 DELIVERY SHALL BE TRUCK SIDE
;DELIVERY AT STREET" PAVEMENT. '
CUSTOMER ASSUMES ALL', RESPUN-
' SIHILITY FOR. ANY DAMAGES CAUSE
BY TRUCK OR DRIVERS DELIVERINt
:BEYOND STREET PAVEMENTS.. A ,
CHARGE OF $30. 00 per HOUR WILL
BE ASSESSED FOR DRIVER TIME It
;EXCESS OF 2(TWO) HOURS OF
'UNLOADING TIME. AND/OR WAITING
TIME.
'>SCHEDULED DELIVERY TIME
ACTUAL. ARRIVAL. TIME
ACTUAL COMPLETION TIME C_-_v
OF UNLOADING.-
SIGNATURE
-- ________ _
WARNING_TRUSSES always require extreme care in handling, erect-iorr,.and
braeing. SEE "BWT-76" (BRACING WOOD TRUSSES.-COMMENTARY "AND
RECOMMENDATIONS) TPI See this design for addit-ional: speca3 "
bracing requirements. Unless otherwise shown, top chord' steal l
be laterally braced with properly attached plywood sheathing -
bottom chord with rigid ceiling or bracing at max•i.mum, of- ten
feet O. C. Do root use this design with fire retardant' treated
I umber. "
MERCHANDISE_RECEIVED COMPLETE AND IN CONDITION.
---- ---------------
signature ure
___._.. •7_..=rain.-.r i t. 1invoice 'Date
RIVERSIDE TRUSS _-Df"•1.-.1:'Y'{'.RtC ,.,0PY..._
R QERSIDE TRUSS InVWCe N_tIn> cer : i 3220
RIVERSIDE: STATION R 1A_j
12862
Sold too pust.of,7F:ri'r'
A 1 R0\1
P. O. BOX 225
GLENS f=ALLS, , N. Y.
Salespersons MS Ship" TRUCK
ORl:A N A••••7G
-------------- -----------------
1tefil DefSscrll:it3.on ,!i_tanjitk: ?'.. .`r_ Ext., d-'"l?;..
FLOOR 2010, WOOD WEB 30. DELIP.,IERY SZHALL. 13E RUC1<. SIDE
DELIVERY AT STREET PAVEMENT.
CUSTOMER PSSUMES ALL R.ESPON
S I B V4I T`! FOR ANY DAMAGES CAUSEI
BY TF3UCK OR DRIVERS DELIVERING
BEYOND STREET PAVEMENTS. A
C_. j� CHARGE OF 130. 00 per HOUR WILL
f BE ASSESSED FOR ORIVEr TIME Il14
✓ 4 EAESS OF 2(TWO) HOURS OF
.WNL0AD I P l-I ME. APJD/Oi? 1•1A.0 F I�JG
T I ME.
.._ ". •,,.. SCHET?Ut_c!a UELi'4'ER.'{ TiPrSE
w s- CTUA1_ ARRIVAL -TIME ' ------
ACTUAL COMPLETION, TIME
OF UNLOADING
r.: _ ----- SIGNATURE
WARNI4YdG_TRUSSE8 always' r,equire extreme care in hand l inq, erect. io•r,, and
i bracing. SEE "BWT-76" (BRACING WOOD TRUSSES:COMMENTAR`,` AND
RECOMMENDATIONS) TPI Stye this design for additional special
bracing requirements. UnlesB &the•r'wiwe anown top cnord ' snall
be laterally braced with properly attached plywood :sheathing
bottom chord with rigid ceiling wr bracinq at maximum of ten
feet O. C. Do not use this design with fire retardant treated
lumber.
h1EReHANDIt_�L_'_F?Ei�LT'•r't=:I)_r_[)M1�'I,_�_l"f^_AFdD__I1'd_GC�QD_i;Di,IF1 i:('I CafJ�
-----------------------------
!s 1 gnat ur'e
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TOWN OF QUEENSBURY �
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR°S REPORT
REQUEST FOR IIN�SPECTION RnECEIVED
NAME
LOCATION �BYCr/r,�U t�I ? wa
DATE Z PERMIT f
TYPE OF STRUCTURE
RECHECK APPROVED
N/A YESI NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPONSIBLE
FOR PROVIDING PROTECTION FROM
FREEZING FOR 48 HOURS FOLLOWING
THE PLACEMENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL .
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS i, 5
BRACING/BRIDGING �l
JOIST HANGERS F„
JACK POSTS/MAIN BEAM +
FIRESTOPPING
WALLS
CEILING aw
FIREWALLS
HEATING ROUGH-IN
INSULATION: '
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R- I t
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
1116 /D�(el��/ DG✓n Pi
P14�
ARRIVE
DEPART
-I NS PE OR
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPEECTII��ON RECEIVED
,, _
NAME , Xsrr��C
LOCATION 11
DATE a PERMIT #
TYPE OF STRUCTURE 6-
RECHECK ��� APPROVED
N/A YESI NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RE PONSIBLE rr
FOR PROVIDING PROTECTION FROM/
FREEZING FOR 48 HOURS FOLLOWING
THE PLACEMENT OF THEICONCRETE.
MATERIALS FOR THIS PURPO,S'E ON SITE
FOUNDATION/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFP G
BACKFILL APPROVAL,;''
ROUGH PLUMBING /
PLUMBING VENT/DENTS IN PLACE
PLUMBING UNDER' SLAB
FRAMING:
JACK STQDS/HEADERS
BRACING%BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
FIRESTOPPING
WALLS
CEILING
FIREWALLS
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WA LL S R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
ARRIVE
a
DEPART
P CT
TOWN OF QUEENSBURY `g
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12801
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION\RECEIVED
NAME A C rro n
LOCATION ,` �—
DATE ER MIT
APPROVED
YES NO
FOOTING/PIERS
MONOLITHIC POUR FORMS
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH-IN
INSULATION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION:
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL PORC ES/ EPS
STAIR S-CLEA NCE & RAILS
PLUMBING XTURES RELIEF VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS
GARAGE FIREPROOFING
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELECTRICAL INSPECTION "
_FINAL APPROVAL OF CONSTRUCTION
OK TO ISSUE C/O OR C/C
A SIGNED CERTIFICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIEDI-
REMARKS: /J
r
O✓J
ARRIVE
DEPART )e Lp—.4&4
INSP CTOR
TOWN OF QUEENS RY
BUILDING AND COD S DEPARTMENT
BAY & HAVILAND GADS
QUEENSBURY, NEW YORK 1280&
TELEPHONE (516 792-5832
BUILEING INSPECTOR'S ORT
REQUEST FOR IN ECTION RECEIVED , fd
NAME v
LOCATION Gj�2
DATE 9121 J / PERMIT (# did-
APPZNO
D
YES
VFOOTING/PIERS c�
MONOLITHIC POUR FORMS
FOUNDATION/DAMP PROOFING
BACKFILL APPROV L
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH IN '
INSULATION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION:
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL PORCHES/S EPS
STAIRS-CLEARANCE & RAILS
PLUMBING FIXTURES/ E
VLIEF VALVE
INTERIOR TRIM/PRI Y DOORS
FINISHED FLOORS
GARAGE FIREPROOFI1G
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELECTRICAL INrPEC ON
FINAL APPROVAL OF ONSTR CTION . . . 4LL
OK TO ISSUE C/O OR C/C
A SIGNED CERTIFIC TE OF 0 UPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES A E OCCUPIE
REMARKS:
ARRIVE
�U
DEPAR —
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