HomeMy WebLinkAbout41669-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
co TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41669 Date: 5/25/2017
Permission is hereby granted to:
Beach Land Development Corp
PO BOX 1086
West Hampton Beach, NY 11978
To: construct a wall sign for bank building as applied for.
At premises located at:
11600 Route 25, Mattituck
SCTM # 473889
Sec/Block/Lot# 122.-3-17.1
Pursuant to application dated 5/9/2017 and approved by the Building Inspector.
To expire on 11/24/2018.
Fees:
SIGN PERMIT $75.00
Total: $75.00
Buildi g Inspector
1
' 9
I
APPLICATION FOR SIGN PERMIT
Date: 04-03-2011 Application#'_ H i m
S'CTM# 1000- 122-3-17.1 Zone District: R 40/B Zone
Fee: $75.00 per Sign
Type Of Sign(s): Ground[x] Roof[ ] Wall[ ] Other:
Applicant: Arlene Meli, as agent for Capital One phone# 516-481-0800
Business Name: Capital One Bank-
Sign Property Location: 11600 Main Road,Mattituck,NY
Property Owner: .
The following,items are required along with the completed application.
(1) Survey or accurate plot plan showing location of existing and proposed sign(s),building
width facing streets.
(2) Colored drawings with sizes and types of material ofproposed sign(s),or photos of
existing signs.
Signs cannot be installed until the applicant receives a sign permit application approyed and
signed by the Building Inspector.After the sigu(s)have been installed,the applicant shall request
an inspection by the Building Inspector.
If the signs)-are in-compliance,a sign permit will be issued and'mailed to:
'-Ultimate Signs, Attn: Arlene
86 Sewell Street
Hempstead,NY 11550
STATE OF NEW ORK)
COUNTY OF
{ }Applicant {,J�Agent for applicant,hereby agree to abide by the conditions and requirements
of Article XX SIGNS of the Zoning Code of the Town of Southold and other applicable lavers,
rules and regulations pertaining to such signs.
�L--.t I , a
Signature of Applicant
Sworn to before me this
day of Lr� ,20 MARGUERITE A. MARTIN
Notary Public,state of Now Y(•
No.30-4910443 Qua9.Massage Co.Cert.Filed N"V:
tary Public /l z c Coag mission Expires Nov.2,:.t7
----------------------------------------------------------
Examined: Ol—'3 20
Approved: 20
Disapprove a/c:
L'J
1
uildiug spector
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Site Plan
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Recommended Signs
Mattituck
NL-12-H-MM Non-Illuminated Letters-White
12'-2 1/2"
PP, ,,.
0,70,F,_
m O O LJI�IIJ O p m
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NL-12-H-MM Non-Illuminated Letters
37.6 Sq.Ft.
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Recommended Signs
Mattituck
NL-12-H-MM Non-Illuminated Letters-White
12'-2 1/2"
_-77,V
Q O O Ron
fre
G G ^ 07
NL-12-H-MM Non-Illuminated Letters
37.6 Sq.Ft.
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Project:
PROPOSED S i GN
GENERAL NOTES: LOCATION: CAPITAL ONE
1. All design, fabrication, installation and construction shall conform to SPECIAL INSPECTIONS X 11600 MAIN ROAD 11600 MAIN ROAD.
the following specifications, unless specifically noted otherwise on the CONCRETE - CA5T-IN-PLACE CODE 5EGTION 60 1704.4 X MATTITUCK, NY IIg52 MATTITUGK, NY II152
drawing: FOOTING AND FOUNDATION CODE SECTION BG IOQ.3.1 X SECTION: 122
- The 2010 New York State Building Code Q4 BLOCK: 3 SECT: 122 BLGK:5 LOT: 17.1
- American Concrete Institute Building Code-0 � -0 i N LOT: 17.1-
ZONE:R-40
Requirements for Reinforced Concrete (515-02) \ SIGN NOTES: ZONE: R-40
- American Institute of Steel Construction, Inc. �`
Manual of Steel Construction (r-Ith Edition). PROP05ED i ` NOTICE: CONTRACTORS:
- DOUBLE FAGS ILLUMINATED GROUND SIGN ON
- American Welding Society ANSI/AWS D1.1-2002 MONUMENT 516N STRUCTURE FILED SEPERATELY EAB ARCHITECTURAL DESIGNS, PLLG IS
ON 5TRUGTURE
Structural Welding Code - Steel � / -CONFORMS W/ 2008 BG - APPENDIX H RESPONSIBLE FOR FOOTING DESIGN ONLY. 5I6N
2. All steel components shall be as listed below, unless noted - SIGN WILL NOT INTERFERE WITH TRAFFIC SIGNAL
AND CABINET COMPONENTS AND ATTACHEMENT ARE
p '4 BLDG. COLORS AS PER BG H I O i J THE RESPONSIBILITY OF THE 516N MANUFACTURER.
otherwise: 0� - 516N WILL NOT BLOCK DOORS OR FIRE E50APE5 AS ALL SITE, ILLUMINATION, ZONING COMPLIANCE, AND
- All rolled shapes, plates and bars shall be A5TM A36, or egva I. � " i PER BG H105.1 ANY OTHER NON-STRUCTURAL STATEMENTS OR
- All pipe shall meet the requirements of A5TM A53, Type 5 or E, - SLOW BURNING PLASTIC/PLEXIGLAS USED AS PER BG DETAILS SHOWN ARE FOR INFORMATION PURPOSES
Grade B, or shall meet the requirements of A5TM A252, Grade 2 or HIO-7.1.1- APPROVED PLASTIC MATERIALS ONLY.
better, with a minimum yield stress and wall thickness that meets or - MEA # 107-6cIM, 2.5"/MIN. (64 MM/5) PER ASTM D 635 ALL NON-STRUCTURAL INFORMATION SHOWN 15 AS
exceeds the minimum values specified for that pipe on this drawing ` - COMPLIES WITH BG H102.1 - GROUND 516N PROVIDED IN A DRAWING BY ULTIMATE SIGN5 4
(ASTM A252 thickness tolerances are not allowed). - COMPLIES WITH BG H101.I - GROUND SIGN MATERIALS DESIGNS CORP. ENGINEERS:
- All structural tubing shall be A5TM A500, Grade B or equal. - COMPLIES WITH BG H101.2 - REQUIRED CLEARANCE
- All bolted connections shall be made with ASTM A325 Bolts and - COMPLIES WITH BG H105.2 - ANNUAL INSPECTION CONCRETE INSPECTION EXEMPTION NOTE
shall be installed as per A150 Specifications. - COMPLIES WITH BG H105.6 - ATTACHMENT. SHALL BE
- All exposed materials shall be properly protected from weathering BG 1704.4:
and/or corrosion. � SAFELY AND SECURELY FASTENED BY MEANS OF METAL Special inspections shall not be required for the
ANCHORS, BOLT OR APPROVED EXPANSION SCREWS OF following when p
hen secifically exempted on the
3. All field welds shall be made by a wTHE LOADS APPLIED.elder Certified in the / SUFFICIENT SIZE AND ANCHORAGE TO SAFELY SUPPORT approved construction documents:
specified position. CONTROLLED INSPECTIONS: FINAL INSPECTION (D-14) I. Concrete placement of less than 50 cubic Wards
-
- All welds shall be made with E70XX electrode, or equal. / provided that the concrete is nonstructural and is
- All welds shall be made in a sequence that will balance the not subject to the durability requirements of Section
applied heat of welding while the welding progresses. I104. In such case, testing may be waived by the
registered design professional who prepared the Key Map:
4. All concrete shall have a minimum compressive strength at 25 structural construction documents.
days of 3000 psi. BB 200cl-026 has been published and allows
- If a spread footing option is used, the signage may be installed exemption of the requirement of a TR2 and TR3 for LOCATION
on the structure after a minimum curing time of 7 days, provided the LOCATION
projects with a total volume of structural concrete OF SITE
Curing process has been properly maintenanced in accordance with SITE of less than 50 cubic. yards, provided the design
AGI 318-02. stress in the structural concrete does not exceed .�
If a cube or drilled footing option is used, the signage may be SCALE: NT5 2,500 psi, and the concrete specified on all
installed on the structure after a minimum curing time of 3 days, construction documents and delivered to the site has
provided the curing process has been properly maintenanced in a compressive strength of 4,000 psi or greater.
accordance with AGI 315-02. 2. Nonstructural concrete slabs supported directly on -r
5. All reinforcement steel shall have a minimum yield strength of the ground, including prestressed slabs on grade,where the effective prestress in the Concrete is less Kit, S4 gO Qty Spa
60,000 psi and shall conform to ASTM A615. All reinforcement steel than 150 psi (1.03 Mpa).
shall be placed in accordance with AGI 315-02.
rD
- All reinforcement steel shall be provided with a minimum 6'-6" I _2 3. Concrete foundations) for lightweight fences and
concrete cover of 3" when concrete is cast against earth. recreational equipment. N
- Reinforcement steel shall not be "tack" welded at crossing 4. Concrete patios, site furnishings, garden walls,
points. driveways, sidewalks, and similar construction.
- No steel reinforcement is required in cube or auger style T5 4 X 4 X 1/4 T5 4 X 4 X 1/4 Any of the above requested waivers must be stated
footings where the support column is embedded directly to the OR EQUIVALENT OR EQUIVALENT on the plans, and signed and sealed by the applicant
bottom of the footing. of record. For approved jobs, a letter from the
applicant of record on his/her letterhead, signed and
cn cim I sealed will be accepted.
6. The structure has been designed to withstand a 120 mph (3-5ec d d p
gust) design wind speed with a maximum design pressure of 36A psf 12 X 12 X I" -- I2 X 12 X I" ENERGY COMPLIANCE STATEMENT
according to ACSE 7-q8. (Exposure G) 5TL PLATE 5TL PLATE
-This design is not valid for areas with special wind U) in ARCHITECTURAL DESIGNS, PLLC
' I" ANCHOR BOLT I" ANCHOR BOLT TO the best of m know led e belief and
requirements in excess Of those listed above. I ( 36" EMBEDMENT 6'-4" X 10" _ �, 36" EMBEDMENT professional judgement,my
these lans and 4250 VETERANS HIGHWAY,5TE 2040W HOLBROOK,NY 11141
If the proposed structure is located in the proximity of a bluff, f J g p POLE COVER tel. (631 ) 31q-104'1 fax ( 631 ) 31q-104q
d1
the top or base of a steep hill, or any other geographical feature �'� A4 specifications are EXEMPT from Compliance
that may affect the wind flov4 around the sign, the installer shall A I I with the Energy Conservation Constructlon
contact the Architect for potential redesign or re-evaluation. I _ Gode of New York State, using Chapter I.
7. The foundation has been designed assuming the following a - -
average loll conditions: - - ls) #5 BARS -
(sJ #s BARS
Allowable Vertical Bearing Pressure of 2000 psf (This value is 4'-0" LONG = aL - 4'-0" LONG
used for spread type footings.) = I < , °,• . 4 NOTE:
AN APPROVED ALTERNATE CONNECTION MAY BE
Alloveable Lateral Bearing Pressure of 250 psf/ft. (This value is - °. ° ' - #4 TIE5 - #4 TIES
IT
_ U5ED IN LIEU OF THE BASE PLATE 5HOWN BELOW.
used for cube and auger footings.) ° , ; ® 12„ O.C. I ° ® 121, O.G.
The soil allowable is multiplied by two for isolated footing as a CONCRETE °d °° l CONCRETE 1'-O" No. Date Revision
per IBC 1804.3.1. ° ' FOOTING FOOTING 4v, 4Y2
- 200 psf/f t. corresponds to a sandy grovel, grovel or equal. I" PLATE
5. If soil conditions other than those assumed are encountered TS 4 X 4 Project Manager: EAB
(including soft soils, unstable or collapsing soils, expansive soils, _ Project Architect: ERIK A. BJORNEBY R.A.
organic. materials, groundwater, adjacent utilities, or any other it + 516N FACE Project Designer: ---
4'-O" 2'-O"
condition of potential concern) cease excavation immediately and s
contact the Architect so that the foundation design can beJ p ,(6 Drawn by: JG
Checked by: EAB
re-evaluated. I Ya°O HOLE5 FOR
cf. If the structure is to be located in the proximity of a building or
FRONTELEVATION S I DELEVATION I A30'I BOLTS 4 Design No.: Date:
any other structure, the Architect shall be contacted prior to w-0 HOLE5 FOR 04/04/1'1
installation to evaluate any potential impact on the adjacent footings. 50ALE: 1/2"=1'-0" 50ALE: 1/2"=1'-O" SGTION A-A DOB Job No.
- If the structure is located on the side or top of a slope in
excess of 3:1, the installer shall contact the Architect for 1 1/4" ANCHOR BOLT 50ALE: I"=I'-O"
re-evaluation. The foundation shall not be placed in or near a fill 36" EMBEDMENT
slope without the Architect's approval. #4 TIE5 ® 12" O.C.
10. All concrete shall be placed in direct contact with undisturbed
soil. There shall be no backfilled soil placed in or around the I" BA5E PLATE
foundation without written approval from the Architect.
- The Architect is in no way responsible for the safety of the 2" NON-SHRINK Drawing Title:
work site during installation. The installer shall take appropriate a GROUT
measures to make sure that the installation of the foundation and the a a (8) #5 TIE5 4'-0" LONG NON-SHRINK
erection of the structure is performed using methods in compliance d r� I`°- Ia aQ GROUT NOTES, PLAN, ELEVATIONS
with 05HA regulations. _ a ,
o I _ SECTION
a a �C. SIGN FAGS �p
11. If existing and proposed Conditions are not as detailed in this d I I TOP OF FOOTING
design drawing the installer shall cease work and notify the Architect
immediately. L -'-�I- Q a I- a a° ,� CONCRETE Drawing Scale: A5 NOTED
Z FOOTING
- The Architect will not be performing On-site inspections or • ° a : - ' ° a Architect: Drawing No.:
verification of conditions. It is the responsibility of the installer, the CONCRETE FOOTING mW LEVELING NUT ERIK A. BJORNEBY R.A.
structure owner, and the property owner to identify the on-site I"0 A301 ANCHOR BOLTRED ARC
Conditions and to contact the Architect wU,ith any discrepancies or w - o `S��A t3� h.0,
concerns. It is the owners responsibility to locate and mark all BASE PLATE ABOVE ® TOP 4 2 THREAD ® BOT. ��. NF 0- ST-001o0
underground utilities. 4'-O" (3) NUTS t (3) WASHERS PER BOLT Q� �Q �►
•
12. Any deviation from these plans or non-compliances with the * <
general notes without written approval from the Architect will render �-
PLAN
I s�' 03243 QQ
the entire design to be void. FOUNDATION PLA1`4 ANGHOR 5OLT DETAIL �T� 03 NE`N�
50ALE: I"=I'-0" 50ALE: I"=I'-O" Sheets in Contract:
of