18-013 (22) City of Northam ton Ma :Lot 18-013-001
Massachusetts Date issued 02/22/2022
Inspector of Buildings Permit # BP-2022-0143
Permit Fee $100.00
SIGN PERMIT
Business
Address 180 NORTH KING ST
Applicant Installer HAZEL WOOD HOPKINS
Applicant Installer Address 27 OLD MEETINGHOUSE RD,AUBURN,
MA 01501
Work Description NEW GROUND SIGN
Estimated Cost $1000
Building Department
Approval by: Jonathan Flag
t � � TAIT
File #BP-2022-0143 Z—3 K
APPLICANT/CONTACT PERSON:HAZEL WOOD HOPKINS
27 OLD MEETINGHOUSE RD AUBURN, MA 01501 508-612-6954
PROPERTY LOCATION 180 NORTH KING ST
MAP:LOT 18-013-001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Building Permit Filled out
Fee Paid $100.00
Type of Construction: NEW GROUND SIGN
New Construction
Non Structural Renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
JJ Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability SewerAvailability
Septic ApprovalBoard of Health Well Water Potability.Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
lit �0 • Wier, --ey�
ture of Building Official Date
•Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
6 P- aa?-Pt-3
City of Northampton
P H_ '\ ,
Massachusetts f_ ('
l�
i
t 7.
-A t • DEPARTMENT OF BUILDING INSPECTIONS
".,. �. l" `' 212 Main Street • Municipal Building v.. a�
�� Northampton, MA 01060 �J�77 NiY ����
Application for a Permit to Place or Maintain a Sign
Or other Advertising Device, or Marquee
0201`/
(Application to be filled out in ink or typewritten) Number
Plans must be filed with the Building Inspechori C L I V I. Erection ,�{
before a permit will be granted, Alteration ( )
, Repair ( )
F EB 1 4 2022 Repainting ( )
iRemoval ( )
t+ FtE.t® PAGE PLOT
%'r OF BUILDING INSPECTION.
I -__ _ +nrITHA,MPTON,MA 010!i5
----Northampton, Mass. 4- 12/ 20
Application for a permit to place or maintain a sign or other advertising device, or marquee
J
BUSINESS NAME ""A"l. ? T
1. Location, Street and No. I 80 NotZTI-! I (N6 S1 2 2& -r
y Co HocDlIvs., �A �(g24 C ',4 / tor. Ca.2. Owner's name N°41-1 4-^4 P o N
3. Owner's address 150 (-LTtPL4(Nis 20 Artn1jToW NNV10S Cl I
4. 1 ,4oI 13v , /- t_ 0
t.6. Erector's name kTON n.
5/(t., CU2 -7t CD N
7. Erector's address 13 a 0 � Q (�TL .TON t RJ1 50 N N 7 I a U 33.
SIGN KIND OF SIGN
(Designate)
1. Sign will be (check one) illuminat .... .. Non-illuminated
2. Will sign obstruct a fire escape, window or door? ..N.Q Marquee
3. Lower edge will be to. .ft 3 ins above the public way. Projecting
4. Upper edge wi j,be I.'..ft...0...ins above the public way. Roof
5. Height .1...ft..`./..ins Width cQ.Q..ft..�..ins Temporary
6. Face area 45 sq. ft. Wall
7. Inner edge will be ins from the building or pole. Ground
8. Outer edge will be ins frorrt�ie building or pole. Other
9. Face of building or pole is .I5..1e6 back from the street line.
10. Sign will project .0...ins beyond the street line.
11. Sign will extend .1 5...ft ins above the building o pole.
12. Of what material willsign betcoonstructed? Frame,if,(Al�MIM4'( Fa eARV,L..1-C....,...
13. Estimated cost $..J I.UQ()
The undersigned certifies that the above statement ii tru t th b s ofrn edg and belief.
(Signature o Owner or Agent)
)(pi I 9 •(9�I C 9 hl c.ihc'pE /05 ('ci'tar4tr. ivd.
Page 1 of 3
THIS FORM IS PART OF THE SIGN PERMIT APPLICATION
File No.
ZONING (INFORMATION
PLEA TYPE OR PRI T ALL INFORMATION
1. Name of Applicant: A6°1 `�1,:— :. TN7L bk 0
d A
Address. (xT)N(vI K/)' U OUR N A44 Telephone (0q 1110.
2. Owner of Property: 01501
NOkTN-I�1M N f'a�l KIDS �I°(�((31T�IZ /14(0 i CO•
Address: 150 WI-1 LTst PIA IN5 11?b•-131e tiTOWN,NV 105;R 1 Telephone: (50e) ('I a •&a 5 i-1,
3. Status of Applicant: Owner Contract Purchaser Lessee
YOther(explain):
ILON CON?17i4C„T012_
4. Job Location: I 0 NDIZ-TI-.i? K(N G STe- Z T
Parcel ID: Zoning Map# I v Parcel# 13— DI District(s) 1 I B
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Existing Use of Structure/Property: 5 l(ON roe. T? TA-IL 5Tc)Ie.
6. Description of Proposed Use/Work/Project/Occupation:(Use additional sheets if necessary)
Riv108/ (�k 15 rg A , 141 f2 O t u u Sl(oi`t ( 25' + 01f?U4t L ��L1u lo t) ./4 1Jb
-PEPlace: AT q5 ' , ISC4 Ovtat-LL -)Godr•, 15 -1.-1- 5L'r -ck
I1iT k Lay iLLtAMINIA- .
7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DON'T KNOW YES x IF YES,date issued: OL1 2e, 1 G G R ( Pv_ vuALA 5)/oN5
IF YES: Was the permit recorded at the Registry of Deeds? bt
NO DON'T KNOW GG YES 2
IF YES: Enter: Books'1(D Co Page 0 7. and/or Document# 9 Q 9 O I 1 g II •
9. Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES
IF YES: Has a permit been,or need to be,obtained from the Conservation Commission?
Needs to be obtained Obtained , Date issued
10. Do any signs exist on the property? YES NO
IF YES: Describe the size,type and location:
. LiO(o.5c? kr L 24(,(, 5/L),NA( ( 3y 5D umt_ PerLi tc r ).(-tom RA A-Irv.4s 16)
• 11-i l 661Pr (37O1/LINO 5)(0N. (in eC=PLACLO)
Are there any proposed changes to,or additions of,signs intended for the pro erty? YES NO
IF YES: Describe the size,type and location:�E °V0 7+1JI) 'P14c C Coe O(A t'`l) S)(a(-1•
(N : Ali oTvtek_ tn)4 4A-►i- S 1(o1'NA69t; C S urc T() A4 110 A5 15)
Page 2 of 3
11. ALL INFORMATION MUST BE COMPLETED; PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION.
12. This column to be filled in
by NO C HAN -TU D l.t ILDI NCn D D .Cr?. (4N St(o N LQ.(6/U(-}- Ca!-iU,' the
Building Department.
Existing Proposed Required by
Zoning
Lot Size 10 , 3 e,v2,. NO C 1-0Nc
Frontage 4 S No C f lyc
Front: %V U No C Hq NcoE.
Setbacks:(for sign)Side: 33 C L: R: UI' L: R:
NO C
Rear:
Building Height 30' -± NJa C N(C
Facade Square �p t, � O� � L
Footage `1 (-0,N jyL-
# of Parking Spaces ),10
13. Certification: I hereby certify that the information contained herein is true and accur`te to the best
of my knowledge.
a
DATE: i v l do a.a, APPLICANT'S SIGNATURE laXUA/ VIL L.
NOTE: Issuance of a zoning permit does not relieve an applicant 's burden to comply with all zoning
Requirements and obtain all required permits from the Board of Health, Conservation Commission,
Department of Public Works and other applicable permit granting authorities.
FILE#_
Page 3 of 3
Walmart #2901 - 180 N. King St. - Northampton, MA 01060 •'
tA/airnart . .
II
SITE PLAN
„•
DIF ILLUMINATED PYLON SIGN 4'-9" X 20'-0" "'11 '' '
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IN %I
Walmart #2901 - 180 N. King St. - Northampton, MA 01060
a .alt0111 e - _ _L ._,-
Walmart, l.
It DESCRIPTIONS
•-•-•,
--,• _ 1 WHITE FLEX FACE WITH VINYL APPLIED ON FIRST
SURFACE
III I - 2 SIGN COMP RETRO FRAME
3 FABRICATED ALUMINUM CABINET
4 POST
• ILLUMINATED WITH LED'S
' ' :'• , '
i 7' .,
--k iITa
e p(A( '. -
-4C ....2,_ —
DUSTING
20'-0"
11 2'-1 1/4"
. .1.
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a.) Walmart ® .._
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• ,
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..- .. .
Walmart .4" ' ..
• • r--- . . _ 1
--4.•
FRONT VIEW SIDE VIEW I •'4\78.6t.'
••
SCALE:3/16"=1.-0" A
e .
.
q 5 _5Q -r4. . . . •
• ...c.- ---A.
COLOR SCHEDULE: --.:
WALMART KU Ll SPARK YELLOW 1;1,,JOIC'ViS
HEX 1110211 _ - _ ,
Pin tit, PIVIS MSC AGI
NOTES
1.)SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.)SIGN CABINET AND CONNECTION
BY AGI.
t 20-0. )17 SIGN CABINET AND
CONNECTION TO POLE
BY AGI •CLIENT-AGI
'MABC 9TH EDITION(2015 IBC)
\ • •RISK CATEGORY II
NOTE: '120 MPH WIND SPEED,EXP.C
SEE DWG.3 FOR SIGN CABINET '(1)POLE,(1)FOOTING
FRAMING DETAILS
e'
a
GRADE
\1=2=-L= . 1. J1—Ill—m-1
-III- I I-ll: A • • ._LI I-III-I 1I-
:Ill —I1
ig - • . . , -11
III: .. .
8.625'0 x.322'WALL F.
STEEL PIPE I J *'• •• • •.. -Ji
• I �1=
:11 • .• .:1 ',-,1]
1I-
\ III1=-II- -II II-1
GRADE 3-0'0
\ I—:I I—III I I ri n—I.,— —1 ' ' . . 1 —n I—n l—I:i—n l—n l—I l r. / /
FRONT ELEVATION PYLON SIGN O CAISSON FOUNDATION O
SCALE HT8 9Lk MT F: .6.
47.MASS
ir ), RREN S. O%
ANTLE S
PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NC. CIVIL Vi
DARKEN S. ANTLE, P.E. 180 N.King St.,Northampton,MA 01060 EFS TSM 220008.001 01/11/22 DWG. .0, 90 4�5ap b
DRAWING'TILE. REVI DATE DRAWN BY 0,1.CiISTEP a/.
299 N.WEISGARBER RD. PHONE 865.584.0999 SIONAL EN^,•
SUITE V1 LE SIGN-ENGINEER.COM W a l m a rt #2 901
KNO7MLLE,TN 37919
GROUND SIGN DESIGN SPECIFICATIONS: NOTES
1. REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS.ALL DESIGNS, 1.)SEE MANUFACTURERS DRAWINGS FOR
DETAILING FABRICATION AND CONSTRUCTION SHALL CONFORM TO: ADDITIONAL DETAILS AND DIMENSIONS.
MABC 9TH EDITION(2015 IBC)
ACI 2.)SIGN CABINET AND CONNECTION
AISC BY AG!.
AMERICAN WELDING SOCIETY
LOCAL BUILDING CODES&ORDINANCES '
2. CONCRETE:2500 PSI @ 28 DAYS •CLIENT GI
3. STD.STEEL PIPE SECTION:ASTM A53 GRADE B(Fy=35 KSI),U.N.O. WINO 0ATA DEFLEaanAnALrvs •MABC - EDITION(2015 IBC)
4. STEEL PIPE SECTION(>20'0):ASTM A252 GRADE 3(Fy=42 KSI MIN.)U.N.O. Building Cade MAKC9th Edition I Importance Pada,I 1.0 Damping Ratio 8 0.005 Deflection Limit W60
5. HSS ROUND SECTION:ASTM A500 GRADE B(Fy=42 KSI)U.N.O. wind Load o%.n+ ASCE MO olrec00nainnEacta.8,. 0.85 natural anemone.,n; 240 NL Deflection eto n w 1.23In 'RISK CATEGORY II
6. HSS SQUARE/RECTANGULAR SECTION:ASTM A500 GRADE B(Fy=46 KSI) Wind speed,V 120mph Topography nactor,8, 1.0 Gust Effect Factor,G 0.85 Deflection eat* a N/146 •120 MPH WIND SPEED,EXP.C
7. W SHAPES:ASTM A992(Fy=50 KSI) Wind. ,sun.0rr c Base Pressure,y(gfR„ 18.8psi MDWIMLaad FARM.a n 0.6 •(1)POLE,(1)FOOTING
Wind Pressure OwmRN Per 0 psf Notts: (2)Loading values in chart below ore based upon average N,valves far each segment.Actual vokxs an
8. ANCHOR BOLTS:ASTM F1554 GRADE 36 U.N.O.(ALTERNATES GRADE 55&105) Jurisdiction Rw1bemem calculated on hidden sheet using derived V-M equations.Chart is provided for infomalbn pimpos.only.
9. CONNECTION BOLTS:ASTM A325 (2)Wind directionality(it,)factor is 095for Single Pole(Poona)segments Instead of 085.The C,value
GEOMETRY INPUT" Monument: No J FI8621 has been Increased by 0.95/0.85 to account for this lunation.
10. THREADED RODS:ASTM A193 GRADE B7 No.of Poles 1 No.of Footings 1 (3)Wind pressures listed belay have already been multiplied by the A50 Wind Load factor,y.
11. STEEL ANGLES,CHANNELS,STRUCTURAL SHAPES&PLATES ASTM A36 Neighl width Doris.
oris Area T°° eemrpld Wind Support Pale Lo.as Pectin(Louts
Section Location Tree Offset Elev. lc C, Press. Tribe Shear Moment Tribe Shear moment -
12. REINFORCING:GRADE 60 ASTM A615 M tit M tit
1h /R R KR /i�I R Ps laced kips k�R Eactor leiPs k-R
13. PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER Bass Single Pole(Round) 10.25 0.7z )s 10.3 s 1 0.85 0Je m 1.0 O.i Oa 1.o 6.1 04
EMBEDDED STEEL. Sing*Poie w/Cabinet 475 2000 95.0 15.0 12.6 0.85 1.28 24.1 1.0 2.3 28.9 1.0 2.3 289
Nom 0.0 190 150 0.85 146 19.8 0.0 0.0 0.0 0.0 0.0 00
14. THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS&METHODS 0.0 190 15.0 0.85 1.46 19.8 0.0 0.0 0.0 0.0 0.0 00
OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. None 00 15.0 15.0 0.85 1.46 19.8 0.0 0.0 0.0 0.0 0.0 0.0 -
15. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED None 0.0 15.0 15.0 0.85 1.46 19.8 0.0 0.0 0.0 0.0 0.0 0.0
None 0.0 15.0 15.0 0.85 1.46 19.8 0.0 0.0 0.0 0.0 0.0 0.0
WITHOUT THE ENGINEER'S APPROVAL. None 0.0 15.0 15.0 0,85 1.46 19.8 0.0 0.0 0.0 0.0 0.0 0.0 '
16. WELDING ELECTRODES:E70XX _ "one 0.o 15.0 15.0 oes 1.46 19.8 0.0 00 0.0 0.0 0.0 0.0
None 00 1,0 15.o 0.85 1,46 . 19.9 11� o.o 0.0 O.o
17. ALLOWABLE SOIL BEARING PRESSURE ASSUMED:2000 PSF Overt,'nn,pnr 1,oL. Summation basedupon oYeragn.aave: "- 2.4 29.3
18. ASSUMED HORIZONTAL(PASSIVE PRESSURE)ASSUMED AT 150 PSF/FT OF Actual base reactions bawd upon FM egaet*M: 2.4 29.5 2.4 29.5
DEPTH.ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT SUPPORT POLE DESIGN SUMMARY MATERIAL a STEEL
ADVERSELY AFFECTED A 1/2'MOTION AT THE GROUND SURFACE DUE TO fiaan E;,,, Required strength Values(Arid Allowable strength Values IASD) Unity Ratios interaction Ratios
SHORT TERM LATERAL LOADS SHALL BE PERMITTED TO BE DESIGNED USING x"'°° A"„ V, M' T, P, M, 'IV' M'/M' T,(T, P,fP, 'M P-M-v-T Lids'"
h loos kid-R spy 4 klat kat 1 klp�h I kip$ kips
TWO TIMES THE TABULATED CODE VALUES. o.00 5.61 x1377 Wall Strand 2.4 295 ' 1.4 sea 163 34.2 764 4.A t36 4111 18, AIM 93.2%
19. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR 000 "o"e strong 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 00% 0.0% 00% 0.0% 0.0% 0.0%
0.00 None strong 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
ENGINEERED EARTH. 0.00 None Strong 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.016
20. FILL COMPACTED TO 98%OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 0.00 None Strong 2.4 29.5 9.3 1.4 00 0.0 00 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
0.00 None strong 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
698-70(STANDARD PROCTOR)UNLESS NOTED OTHERWISE.THE SOIL 0.0D We Strati{ 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.0% 0.0% 0.016 0.0% 0.0% 0.0%
BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR 0.00 Non Strong 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 00%
TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS 00 Non` Strang 2.4 29.5 9.3 1.44 0.0 0.0 0.0 00 0.0% 0.0% 0.0% 0.0% 0.094 0.0%
0.000 ,one rerun{ 2.4 29.5 9.3 1.4 0.0 0.0 0.0 0.0 0.016 0.0% 0.0% 0.0% D.094 0.096
LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES,THE
ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION. FOUND/6M%DESIGN SUMMARY
Diamete WIdtM1 TM1icknes Length Depth Vdumn RelMprcin{ I Stator Alla ter.Shc
21. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. Noe
ran;
h R 1 R I h I r 1 Pr sure
22. WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING. �� al..�n IA i„p
23. ADEQUATELY BRACE POLE(S)UNTIL CONCRETE HAS SET UP FOR 14 DAYS. ,in
24. GROUT UNDER BASE PLATES WITH NON-SHRINK GROUT. Spfea"
25. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS
FURNISHED BY OTHERS.
26. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT
CORROSION.
27. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE
USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE
ENGINEER.
28. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN,BY OTHERS.
,y��,M4gS
I /'I•RRENS. c
v S'
ANTLE S
PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE DRAWING NO. CIVIL N
DARREN S. ANTLE, P.E. 180 N.King St.,Northampton,MA 01060 EFS TSM 220008.001 01/11/22 No.49650
DWG. 1' 9$.0/ sPg)000 j,
DRAWING TITLE: REV 9 DATE DRAWN BY 0/'
299 N.WEISGARBER RD. PHONE 865.584.0999 n fss/ONAL EN,..a
KNITS I LE, SIGN-ENGINEER.C,OM Walmart #2901 L
KNOXVILLE,TN 37919
2O-0'
5'-0 3/4• 4'-11 1/4•C 4'-11 1/4'C-C 3/16"S.S.RIVET #12 S.S.SELF DRILLING
-/ / -C 'CENTERS) _ PAN HEAD SCREW
.063"ALUM.SKIN (ON 15'CENTERS)
\ \ OR STEEL EQUIVALENT /cc / • \
cq
•v —I——I \ SIGN COMP RETRO FRAME(PART#
- / 2104)W/1 1/2'FLAT BLEED RETRO
p iV\ __ J \\ FRAME COVER(PART#2125)
\ / , ,-/_
14"x 18'ACCESS PANEL IN ALUMINUM / . \
TYP.ALL\ / FILLER TO PROVIDE ACCESS TO FIELD — ` FLEX FACE
SADDLE ) I l WELDING AND POWER SUPPLIES ( r<V,
JOINTS/ \ 8.625'0 x.327 WALL I
CABINET FRAMING-PLAN STEEL PIPE I11 I I I
ECi1LE N.Tb. 0 F—1 L___ J '
\ I 1 /
NOTE: I
CABINET FRAME TO BE STEEL TUBE. ALL \ I / 3"WIDE x 1/8"THICK
MEMBERS TO BE HSS 2k7x3/16'U.N.O. HSS 7x2"x3/16•STEEL // ALUM.RETAINER .
FRAME TO BE ALL WELDED CONSTRUCTION. TUBE PERIMETER FRAME , �
ALL WELDS TO BE 3/16'RLLET AND FLARE / ' 1 i
BEVEL WELDS,AS REOD,U.N.O. / ——
// FLEX FACE RETAINER DETAIL O
/ BfNE HIS./ 2a-a / /
5'-0 3/4' 4'-11 1/4•C-C 4'-11 1/4'C-C /
/ / / / /
1F 3 4 4 3
^-�11 //
I I ,,,/OVERTURN // 1/OVERTURN NOTES
1/ / .0/ 1.)SEE MANUFACTURERS DRAWINGS FOR
ADDMONAL DETAILS AND DIMENSIONS.
b I 2'-1 7R' // I"2'-1 7/2'
a I I / / ( 2.)SIGN CABINET AND CONNECTION
—I -- --(--- \ 1 S \ I BY AGI.
1r I I I 1 -11 \_/
\ .CLIENT-AGI
3 4 _...i L T 4 3 6? bi 'MABC 9TH EDITION(2015 IBC)
'v a 'RISK CATEGORY II
8.625'0 x.322"WALL STEEL PIPE '120 MPH WIND SPEED,EXP.C
.(1)POLE,(1)FOOTING
CABINET FRAMING-FRONT ELEVATION •
WALE N.T.e. 2 CABINET END FRAMING-SIDE VIEW O CABINET INTERIOR FRAMING-SIDE VIEW O
SCALE N.T.S. SCAR. N.TS. :y•J:•M45S
-
.i�/'�'ANTLE RRENS. '
I
PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. CIVIL ""
DARKEN S. ANTLE, P.E. 180 N.King St.,Northampton,MA 01060 EFS TSM 220008.001 01/11/22 DWG. 9 .40850
Q
0
DRAWING TIRE: REV% DATE DRAWN BY 0, /8TEP 4 l..
299 N.WEISGARBER RD. PHONE 885.584.0999 fSSIONAL Ea,,'
SUITE A: SIGN-ENGINEER.COM Walmart #2901
KNOXVILLE,LE,TN 37919
ELECTRICAL SPECIFICATIONS: NOTES
NOTE: 1.)SEE MANUFACTURERS DRAWINGS FOR
1. LED UGHT BARS TO BE AGILIGHT RETRORAYZ 6500 K PER AGILIGHT,(5)RETRO-RAYZ LED ADDITIONAL DETAILS AND DIMENSIONS.
(P.N.-LS-RTRZ5-048-65K-2DS) MODULES PER 24V AGILIGHT
2. POWER SUPPUES TO BE 24VDC-100W POWER SUPPLIES RATED POWER SUPPLY,TYP. 2.)SIGN CABINET AND CONNECTION
FOR DAMP/DRY/WET LOCATIONS(RN.#PS24-100W-GN) BY AGI.
3. LIGHT BARS TO BE INSTALLED ON 12'SPACING AND MAXIMUM — -
OF(5)LED BARS PER POWER SUPPLY
4. POWER SUPPLY TO BE PROVIDED WITH 120V,1 PH POWER ON *CLIENT-AGI
ONE CIRCUIT FROM 30A FUSED DISCONNECT SWITCH WITH 10A *MABC 9TH EDITION(2015 IBC)
FUSES.CABLE TO BE MINIMUM#12 AWG. •RISK CATEGORY II
5. INSTALLER TO CONFIRM POWER AVAILABLE AT INSTALLATION •120 MPH WIND SPEED,EXP.C
LOCATION FOR SOURCE TO DISCONNECT SWITCH •(1)POLE,(1)FOOTING
6. ALL COMPONENTS AND ELECTRICAL WORK TO CONFORM TO
REQUIREMENTS OF UL48,CURRENT NEC ELECTRICAL CODES,
AND ANY AND ALL LOCAL OR STATE CODES
7. DISCONNECT SWITCH SHOULD BE LOCATED ON THE PRIMARY
SIDE OF ALL POWER SUPPUES. MUST ALSO BE LOCATED IN
SIGHT OF SIGN CABINET OR HAVE THE CAPABILITY OF BEING AGILIGHT RETRORAYZ
LOCKED IN OPEN CIRCUIT POSITION 500 DOUBLE-SIDED
LED LIGHT BAR /OVERTURN
(LS-RTRZ5-048-65K-2DS) f
(20 REM) •
CI - i 1 4, 1 l f 1 r -if { 1 F 1' i T 1 I
IPAGIUGI-IT
RETRORAYZ
500 DOUBLE-SIDED
LED LIGHT BAIT
'' (LS-RTRZ5-048-65K-2DS)
(20 REQ'D)
• d J ` • J r •41 I. . I. ■ iII!III,
AGILGHT 100W 24 V POWER SUPPLY
(PS24-100W-GN),TYP.(4 REQ'D) END VIEW-CABINET O
scAE a*s.
FRONT ELEVATION-AGILIGHT RETRO-RAYZ LAYOUT
N.T.S.WALL
FOR REFERENCE ONLY' ELECTRICAL INFORMATION
/��,M4sS,
'/ ANTL RRENE S.
J
PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING.NO. CIVIL "'
DARREN S. ANTLE, P.E. 180 N.King St.,Northampton,MA 01060 EFS TSM 220008.001 01/11/22 a qNo 496500
DRAWING TI1L.E: REV♦ DATE DRAAN BY DWG. '0,FO/STEP• M j..
299 N.WEISOARBER RD. PHONE 885.584.0999 fss/ONAL EW -
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SUITE SIGN-ENGINEER.COM
KNOIMLLE,TN 37919 Walmart #2901 --- - `'F
/7PA
NYSIF
New York State Insurance Fund PO Box 66699.Albany,NY 12206
I nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
13 r, ..'
' ^^^^^ 141670108 44
SAXTON CORPORATION OF ALBANY f `tr
1320 RTE 9 • f°
CASTLETON NY 12033
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
SAXTON CORPORATION OF ALBANY ARCHITECTURAL GRAPHICS INC
1320 RTE 9 2655 INTERNATIONAL PARKWAY
CASTLETON NY 12033 VIRGINIA BEACH VA 23452
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
G 813 625-1 399560 11/01/2021 TO 11/01/2022 2/8/2022
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 813 625-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK. EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT
OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN
WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE
EVENT THAT. PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN
CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STAT SU NCE FUND
J 4 PI/
V
DIRECTOR.INSURANCE FUND UNDERWRITING
VALIDATION NUMBER: 637668892
II 7R'
ACC)Rt) CERTIFICATE OF LIABILITY INSURANCE DATE IMMDD'YYYYI
kter."-- 1 4 2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED. the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
NAME: Connie O'Brien
Arthur J.Gallagher Risk Management Services, Inc. PHONE_ I FAX
30 Century Hill Drive (A/C,No,Elm:518-869-3535 (MC,Not 518-869-3580
E-MAIL
Suite 200 ADDRESS:_Connie OBrien@ajg.com
Latham NY 12110 INSURER(S)AFFORDING COVERAGE NAIL/
INSURER A:Selective Insurance Company of SC 19259
INSURED SAXTCOR-01 INSURERB:ShelterPoint Life Insurance Company 81434
Saxton Corporation of Albany
1320 Route 9 INSURER c:Selective Insurance Company of America 12572
Castleton On Hudson. NY 12033 INSURER D:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER:1920193820 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
ILTR ADDTYPE OF INSURANCE NSD SUER POLICY NUMBER IMMIDD/YYYYI (MM/DDIYYYY) UNITS
LTR INSD N/YD
A X COMMERCIAL GENERAL LIABILITY S 2139450 1/1/2022 1/1/2023 EACH OCCURRENCE $1,000,000
DAATO
CLAIMS-MADE X OCCUR PREMISES(EaENTED occurrence) $$00.000
MED EXP(Any one person) $15,000
PERSONAL&ADV INJURY $1,000,000
GEN L AGGREGATE LIMIT APPLIES PER:
h I I GENERAL AGGREGATE S 3,000,000
POLICY X ja LOC j PRODUCTS-COMP/OP AGG S 3,000.000
' OTHER: S
AUTOMOBILELIABUIY S 2139450 1/1/2022 1/1/2023 COMBINED SINGLE LIMIT $1000000
tEa accident)
X ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
X
HIRED X NON-OWNED . PROPERTY DAMAGE S
AUTOS ONLY _ AUTOS ONLY (Per a=Cdeni)
- S
A X UMBRELLA LIAR X OCCUR S 2139450 1/1/2022 1/1/2023 EACH OCCURRENCE S 5,000,000
tEXCESS LIAR CLAIMS MADE AGGREGATE $5,000,000
DED X RETENTIONS 1n tl00 S
WORKERS COMPENSATION PER
AND EMPLOYERS'LIABILITY YIN STATUTE ER
ANYPROPRIETOR,PARTNER/EXECUTIVE E L EACH ACCIDENT $
OFFICER'MEMBEREXCLUDED/ ❑ NIA -- ---
(Mandatory In NH) EL DISEASE-EA EMPLOYEE S
B yes,describeunder 1 E.L.DISEASE-POLICY LIMIT $
DESCRIPTIONIPT/ON OF OPERATIONS below
B Disability DBL-44433 1/1/2022 1/1/2023 .
A 'Leased&Rented S 2139450 1/1/2022 1/1/2023 I$150.000 $1,000 DED
Installation Floater I S100.000 $1.000 DED
DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule.mey be attached i1 more space is required)
Additional Insured Forms as required by written contract:CA 78 09NY 01 16,CG 7921 01 14 and CG 73 00 01 16. Sign erection,repair 8 manufacturing.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN
Architectural Graphics Inc. ACCORDANCE WITH THE POLICY PROVISIONS.
2655 International Parkway
Virginia Beach VA 23452 AUTHORIZED REPRESENTATIVE
USA -
e�1 L ,'
C 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD