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HomeMy WebLinkAboutBLD-23-002157 (2) RECEIVED • o^'iR BUILDING PERMIT APPLICATION OCT 2 0 2022 • APPLICATION TO CONSTRUCT REPAIR, RENOVATE , CHAN E E_USE, OCCUPANC. Ot,aEl 7.-.--' ' .i.3 y I:0 OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TW FAMIL'f�t DWELLING.J L g Town of Yarmouth Building Department Lv ____ ____ - —1 47•-. ,•* 1146 Route 28 • Ytrrnottth. MA 0 9 6 6 4-1-4t)2 Tel: 508-398-2231 ext. 1261 Fax 508-398-0836 Office Use Onty Planning Board Information Assessors Department Information: Permit No.ib/b 23-bba lS�ate Plan Type_ Map Lot Permit Fee $ j C). (p Endorsement Date / �otitpq. Recording Date New Deposit Rec'd. $(pa,( to 1.4 Property Dimensions: i 1/. Fla No. ``�1� Net Due $ / D Other Lot Area(sf) Frontage(tt) Lot Coverage This Section for Office Use Only Building Permit Number. z Date Issued: R L G E I V E D I Certificate f ccu * j Signature: --�-- .,. / / y,- �3 Pa Building Official Data is 1 JAN 1 i, Section 1 - Site Information j - — BUILDING DEPARTh1ENT 1.1 Property Address: 5 Co 1\S/ )) 1 ta,.,_-- d-, 1.2 Zoning Informati ____ _Ay-4r-irr\sz'_x.s7Uk_._ ‘(- •(ThC\,) - Zoning District Proposed Use 1.3 Building Setbacks(ft) Front Yard I Side Yards Rear ar Yard Required f Provided I Required I Provided Required I Provided 1.4 Water Supply (M.C1.L c.40.S 54) 1.5 Rood Zone information_ Comments Public Private Zone: BFE Section 2 - Property Ownership/Authorized Agent Name (print) Mailing Address: Signature Telephone Telephone Email Address: / 2.2 Authorized Agent: Ok.it -ke,c?.,c1Z LAU ideCS:sb'el.), 7-Th��9, CIo rYric 0 1�. (0 Name rint) `_S EA. \ k t.i•-j l.(1,O Mailing Address: Ignature Telephone Fax Email address et-tion 3 - Construction Services 3.1 Licensed Construction Supervisor. Not Applicable D _._, 0 r"Yl cam-; 1 CIL,C,�a_ �QC (—1.akl U -n C 7 e-tcCX1-L M ` l J -"�- 4 License Number C. Addres�. 1 f��, (P 1. - Expiration Date Signe ure _ Telephone Email Address: C '^ iri s 00 W) i J •(lb r n riirrr—Tr ff iiiiiIflY,,,, i ii"ii'""°"rwirigt-r-rt------- 3.2 Registered Home Improvement Contractor • mpany Name ) l Not Applicable ❑ Address Registration 1 ( �(�/� / Registration Number ‘ t i Ci �C LLJ b. r�=xpi:ioon e � Signature �J !gPhone '',u Section 4- Workers' Compensation Insurance Affidavit (M,G.L c. 152 S 25C(6) Workers Compensation Insurance affidavit mLst be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ....�/ No Section 5 - Professional Design and Construction Services-for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116(containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date Signature Telephone Section 5.2 Registered Professional Engineer( 1 Name Area of Responsibility Address Registration Number Signature Telephone Expiration Dave Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Nam• Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Section 5.3 General Contractor Cola( e,c ` , lLA'errs t Not Applicable qatirtearvy Nam* Person Fes onstble for C struct ` - ,4 YEA Address/ Signatur Telephone 6 • • , Section 6 - Description of Proposed Work (check all applicable)I • New Construction 0 ! (Ior multiple 'amity only) No. of Bedrooms for multi le I family D only) No. of Bathrooms Existing Bldg. [] 1 Repair(s) Z-"*"' Alterations ❑ Addition ❑ Accessory Bldg. ❑ Type i Demolition Other Specify: p- fY: t I Br. Description of Proposed Work: xAUCC �� ` --6 0 A.If t�) � 11e -b () o -H A nP�.) Olt-. , o-e „,__ . Section 7 - Use Group and Construction Type] Building Use Group (Check as,applicapable) I Construction Type A ASSEMBLY ❑ A-t ❑ f A-2 0 A-3 0 IA ❑ A-4 ❑ A 5 ❑ t8 ❑ B BUSINESS l�f' 2A (] E EDUCATIONAL ❑ F FACTORY 28 (] ❑ F-1 ❑ F-2 ❑ 2C 0 H HIGH HAZARD I ❑ 3A p 1 INSTmJTIONAL ❑ I-1 ❑ t-2 ❑ I-3 ❑ 39 ❑ M MERCHANTILE I ❑ R RESIDENTIAL 4 ❑ S STORAGEI ❑ R 1 �- R-2 ❑ R-3 ❑ SA u UTILITY CD �' ❑ — S-2 0 — s3 CI SPECIFY- M MIXED USE ❑ SPECIFY: S SPECIAL USE I ❑ SPECIFY: (Complete this section if existing building undergoing renovations, additions and/or change in use.I Existing Use Group: Proposed Use Group: Existing Ha73rd Index 780 CMR 34 Proposed Hazard index 780 CMR 34 Section 8 Building Height and Area Building Area Existing i if applicable) Proposed Number of floors or stories include basement levels Floor Area per Floor(sf) 1 Total Area All Floors (sf) .i Total Height (ft) - Section 9 - STRUCTURAL PEER REVIEW (78OCMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I I, vt 'KS f 1 6 C , as Owner of the subject property, hereby authorize C- - to act on my behalf, in all matters relative to work authorized by this building permit application. n t of Owner -)V '13 Date SECTION 1 Ob OWNER/AUTHORIZED AGENT DECLARATION • as Owner/Authorized Agent hereby declare that the statements and information on the forgoing application are true and acurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. _177)-1 (ik e t k�`� fiC Print Name - tD 1 n lib Signature'of Owner/Ag t Date Section 11 - ESTIMATED CONSTRUCTION COSTS J Item Estimated Cost(Dollars)to be completed by permit applicant 1.Building a Electrical FOOD 3.Plumbing i Gas 4.Mechanical(HVAC) 5.Fire Protection 6.Total=(1 +2+3+4+5) 7.Total Square Ft(Iarne-w,t crsres&addibxn) Check Below ❑ Conservation-Commission Filing (if applicable) ❑ Old Kings Highway& Historical Commission approval (if applicable) ==� The Commonwealth of Massachusetts - � ?�� Department of Industrial Accidents _= 1 Congress Street, Suite 100 e != Boston, MA 02114-2017 ..,,SV•y,� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Or,anization/Individuall—Aic �r (—J _fi l 1 c� Address: y j ; —xr�_ . City/State/Zip: , 1 0 \'`C\ Phone #: 1 Are you an employer?Check the appropriate box: Type of project(required): 1.®`I am a employer with 40 employees(full and/or part-time).* 7. 1]New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp. insurance required.] 8. ❑ Remodeling 3.❑I am a homeowner doing all work myself. 9. ❑Demolition y [No workers'comp.insurance required.] 4.[:I am a homeowner and will be hiring contractors to conduct all work on myproperty. I will 10 ❑ Building addition ensure that all contactors either have workers'compensation insurance o are sole 11.0 ElectricaI repairs or additions proprietors with no employees. 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 12.❑Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.: 1 •El Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 1-e5 cz 152,§I(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: _1+1 C r;�- A , C �� i �n ' /'� 0\ ( Policy#or Self-ins.Lic.#: Expiration Date: , Job Site Address: N \;C3�k �_ �—� City/State/Zip , "{4 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: ? ` �� -d 'i.i; i/ vL C Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: i AC D® CERTIFICATE OF LIABILITY INSURANCE I D/ DATE(MMiDYYYY) �./ 3 3/31/2022 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 )ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED ,tEPRESENTATIVE 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: Cindy L.Carey Marsh&McLennan Agency LLC PHONE FAX 100 Front St, Ste 800 • (A/c,No,Ext):508 852-8600E LtA/C,Nor 866-795-8016 Worcester MA 01608 ADDRESS: cindy.carey©marshmma.com INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Graphic Arts Mutual Insurance Company Ii 25984 INSURED GUARABUILD3 INSURER B t.Utica Mutual Insurance Company I 25976 _ Guaranteed Builders Sr Developers, Inc. INSURER C:Starstone Specialty Insurance Company 44776 14 West Street East Douglas MA 01516 INSURER o:Utica National Assurance Company 10687 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:220129895 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. TYPE OF IN ADOLSURANCE INSD SUER POLICY NUMBER (MPMIOOIIVY YYY) (F MM/DOYIVVYY} P L�TRR INSD WVD LIMITS D X COMMERCIAL GENERAL LIABILITY 4051109 4/2/2022 4/2/2023 EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEM.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE I$2,000,000 POLICY X JECOT- - LOC PRODUCTS-COMP/OP AGG I$2,000,000 OTHER: $ ----- AUTOMOBILE LIABILITY COMBINED SINGLE LIMITY 4051109 4/2/2022 4/2/2023 (Ea accident) S 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ A X UMBRELLA LIAR X OCCUR 4051112 4/2/2022 4/2/2023 EACH OCCURRENCE I$5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION 5 inpnn _ $ — a WORKERS COMPENSATION 404563: 4/2/2022 4/2/2023 X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETORJPARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under —DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Excess Uabillty� W73660222ALI 412/2022 4/2/2023 Ea Occ/Aggregate I $3,000,000 A IM Equipment Floater CPP4051108 4/2/2022 4/2/2023 Rented/Leased I $125,000 From Others,ACV I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POUCY PROVISIONS. Yarmouth Town Hall AUTHORIZED REPRESENTATIVE 1Y6 Route 28 `S. S.Yarmouth,MA 02664 C/_---,.^" • ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223!1 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at ; LQ ` cUA_ Work Address Is to be disposed of oat the following location: 0-04-0Q4 D ) (1 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. ture Application Date Permit No. • Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Re ulations and Standards I r' S Cons ton rvisor CS-024931 . pires:03/23/2024 JAMES V TU9.INO 60 CEDAR LANE SEEKONK MA�02771 .k ;•/.. 14.‘" , Commissioner : 41.4Kbtrn LULL. Construction Supervisor Unrestricted -Buildings,of any use group which contain less than 35,000 cubic feet (991 cubic meters) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727320D or visit www.mass.gov/dpl • Initial Construction Control Document .f To be submitted with the building permit application by a 1 ,t1Registered Design Professional G for work per the ninth edition of the mit Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Bank of America ATM security Lighting Project Date:10/17/22 Property Address:1326 Main St. S.Yarmouth MA Project: Check (x)one or both as applicable: XX New construction Existing Construction Project description: Install five precast concrete light pole foundations and poles. I,Charles Michaud,MA Registration Number: 24494 Expiration date: 6/30/24,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: Architectural XX Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I sh e building official a 'Final Construction Control Document'. Enter in the space to the right a' Oil ARLES Go electronic signature and seal: 'Z MI N c STD c3a 4' le/V4 cr+Atd' Phone number: 508-769-4344 Email:charlie@hassettsales.com Building Official Use Only Building Official Name: Permit No.: Date: J • • J!'� L & L Concrete Products Inc. 24" DIAMETER a PRECAST CONCRETE LIGHT POLE BASE Bank of America Branch Security Lighting Project 1326 Main St. S. Yarmouth, MA (` `,, s, — CHAM I:F2 . \ ". \ I I I _ I , 4.1 1 l COND' JITS AS REO'J, 1 ' ! f' 9.if:11 IF ? HY (liiiI:?s . • C.,1 5 1 r+ ....u-..�__._._r_...- v 4 ANci4cii Hot IS cA T-IN, ' SUPPLIED BY 0-HERS {i r 1_ Concrete compressive strength 4000 PSI. Type II Cement rVTj�1 Of�` Re:nforcir►g astm A185 f _ r Area 0.12 sq.in tvert f n Add'I 6 ea. #5 bars vert i e/ / $' ;: / / (3" min. cover) 7. j �/ STe-�c • .4 Mailing Address' CO. Bow 516.Webster, MA 01570 Mfg.FXfIhiss. Colony Avt-lus. Oxford MA D1 SAD I:5081DA7-$175 BOA MA6-218 ELP 555P-25-55-7G-12BC-.«-BRZ LIGHTINGS SSSP Square Straight Steel Pole CI) .,,,11111 pP0 R COATED • V.SA.• TOUGH' 4. Height 10'-35' Marine Grade Finish Pole Shaft All poles are washed through a 5-stage cleaning system with a deionized The pole shaft material is a weldable grade hot rolled commercial quality rinse,a 3 to 5 mils zinc rich durable polyester primer powder coat,followed carbon steel tubing with a minimum yield of 46,000 psi. Conforms to ASTM by a 3 to 5 mils super durable polyester powder coat finish. A500 Grade B Standards. Poles have ground lug welded inside hand-hole opposite side of the hand-hole. Pole shaft is welded to base plate on top and Galvanized Finish bottom of base plate. All poles are Hot Dipped Galvanized in a multi stage process.Galvanizing Base Plate Specification,Zinc(Hot Dipped Galvanized)per ASTM A 123/A 123M—02 The Base Plate is manufactured from structural hot rolled steel that meets or Zinc coatings on threaded materials shall conform to specification A 153/A exceeds a minimum yield strength of 36,000 psi,conforms the ASTM—A36 153M.The coating shall be continuous and reasonably smooth and uniform standards.Base Plate vary in size from 1"thick for poles 21 feet and over, in thickness and in weight. 3/4"thick for poles 10 to 20 feet. Anchor Bolts Galvanizing Adherence-The Zinc coating shall withstand handling All anchor bolts are hot dipped galvanized steel and come with two consistent with the nature and thickness of the coating and normal use of galvanized nuts and washers per bolt.Minimum yield strength 50,000 psi. the article without peeling or flaking. Anchor bolts are not included for Custom Bolt Circle. Galvanized Under Powder Base Cover Galvanized Lnder Povvder(GUP)adheres to above galvanized specification, All base covers are fabricated two-piece 6063 aluminum and powder coated and the second stage is a light sand blast on the outside of the pole,third to match the pole. stage is a 3-5 mils polyester powder coat finish for maximum adherence. Hand-Hole Vibration Dampener A reinforced hand-hole is 12"on center from the base plate and is The Vibration Dampener is factory installed.The Vibration Dampener constructed of 3"x 5"rectangular steel tubing which is welded to pole shaft consists of a rugged galvanized chain coated with heavy duty polyester for added strength.The hand-hole covers are provided with internal bridge tubing that is factory secured at the bottom 2-3rds of the pole and field support and powder coated to match pole finish. secured by contractor at the base during installation. Pole Cap All poles come with a removable polymer pole cap installed. All pole caps are black finish. Finish All poles are treated with shot blast media for a near white finish,power w ll 511 611 blasted with 100 psi prior to powder coat application.Electrostatically 4 applied polyester powder coat with a 3 to 5 mil thickness for maximum adherence. REV.07.27.22 1 Project Name: Type- SSSP ORDERING GUIDE Cat# Height Pole Dimension Gauge Base Pattern Square 10'(10) 4'Square 120 (10'-20') Straight 12'(12) (4S) Wall Thickness 9'-10 3/8' Steel Pole 14'(14) (11 G) Bolt Circle (SSSP) 16'(16) 5'Square (9BC) 18'(18) (5S) .180 Wall Thickness (22'-35') 20'(20) 6'Square (7G) 11 1/2"-14" 22'(22) (6S) Bolt Circle 24'(24) (12BC) 25'(25) Custom 26'(26) Bolt Circle 28'(28) (CBC) 30'(30) *Consult Factory 35'(35) Mounting Color Bolts Options Single Bronze Textured 3/4'x 30" GFI Kit (SGL) (BRZ) (3430) (GFI20A) 20 Amp Double White Textured D-90 (WWI) 1"x 36' Weather Proof Receptacle (D-180) (136) Smooth White GFI Triple Gloss Provision Only (T 90) (SWT) Less Anchor (PROS Bolts Quad Silver (LAB)) Galvanized (QD) (OM Green Textured No Drill (GRN) Galvanized (ND) *Tenon Option Hunter Green Textured Under Powder (HON) (GUP) Tenon Black Textured 1/2"Coupling 2 3/8'Round(T2R) (BLK) (COUP) Smooth Black *Specify Location 3'Round(T3R) Gloss (SBK) Vibration Dampener 3 1/2"Round(T312R) (VD) Graphite Textured 4 I/2'Round(T412R) (GPH) Extra Hand Hole 3 1i2"Square(T312S) Grey Textured (MN) (CRY) *Specify Location 41/2"Square(T412S) Custom Marine Grade 51/2"Square(7512S) (CS) Finish (MGF) NLS701 Kingshill Place,Carson,CA 90746 LIGHTING Call UsToday(310)341-2037 nlslighting.com 2 Max.allowable C=L-SSSP poles(per AASHTO LRFG�T S- Catalog Number Shaft Wall Shaft Base Plate, Bolt Bolts 80 Max. 90 Max. 100 Max. 110 Max. 115 Max. 120 Max. 130 Max. 140 Max. 150 Max. 160 Max. 170 Max. 180 Max. Length, thick- dia- in. Circle, mph wt. mph wt. mph wt.(I mph wt. mph wt. mph wt., mph wt., mph wt., mph wt., mph wt. mph wt. mph wt., ft ness, in. in. (lb) (lb) b) (b) lb lb lb lb lb lb lb Ib in. SSSP-10-40-11G-9BC-3430 10 0.120 4 9'sq.x 3/4"9-3/16 3/4'x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 SSSP-1246-11G-9BC-3430 12 0.120 4 9-sq.x3/4"9-3/16 3/4"x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 SSSP-14-45-11G-913C-3430 14 0.120 4 9"sq.x 3.4.9-3/163/4-x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.9 198 6.9 173 SSSP-1545-7G-98C-3430 15 0.188 4 9"sq.x 3/4"9-3/16 3/4"x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9A 225 SSSP-1645-116-9BC-3430 16 0.120 4 9"sq.x34'9-3/163/4'x30' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.5 213 6.9 173 5.3 133 4.5 113 SSSP-1845-11G-9BC3430 18 0.120 4 9"sq.x3/4'93/163/4-x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.7 193 6.3 158 4.7 118 3.5 88 2.9 73 SSSP-2040-11G-9BC-3430 20 0.120 4 9"sq.x3,4"93/163/4'x30" 9.0 225 9.0 225 9,0 225 9,0 225 9.0 225 9,0 225 7,9 198 5,7 143 4.5 113 2.9 73 1,9 60 1.3 60 SSSP-2048-70-98C3430 20 0.188 4 9"sq.x 3/4-9-3/16 3/4'x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.9 198 5.9 148 4,5 113 3,7 93 SSSP-20-55-11 G-9BC-3430 20 0.120 5 9"sq.x 3 4-93/16 3/4'x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.2 205 6.2 155 4.2 105 2.8 70 2.0 - SSSP-20-53-70-9BC3430 20 0.188 5 9"sq,x 3/4"93/16 3/4"x30" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 00 225 8.2 205 6.2 155 4.2 105 2,8 70 20 60 SSSP-2243-11G-12BC'136 22 0.120 4 12-5q.x1' 12-3/4 1"x36' 9.0 225 9.0 225 9.0 225 8.7 218 7.3 183 6.1 153 4.1 103 2.5 63 1.3 60 0.5 60 60 - - SSSP-2243-70.12BC-136 22 0.188 4 12"sq,x1" 12-3/4 1536" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.9 198 6.1 153 4.1 103 2.7 68 1.9 60 0.9 60 SSSP-22-55-11 G-12BC-136 22 0.120 5 12"sq,x 1' 12-3/4 1"x36' 9.0 225 6.5 163 9.0 225 9.0 225 9.0 225 9.0 225 8.1 203 5.7 - 3.9 - 2.3 - 1.1 - - - SSSP-22-5S-7G-128C-136 22 0.188 5 12'sq.x 1' 123/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.1 178 5.3 133 3.7 93 SSSP-2445-11G-12BC-136 24 0.120 4 12"sq.x1" 123/4 1"x36' 9.0 225 9.0 225 9.0 225 6.7 168 5.7 143 4.3 108 2.5 63 1.1 60 SSSP-24.4S-7G-12BC-136 24 0.188 4 17sq.x1- 123/4 1'x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.7 218 6.5 163 4.3 108 2.7 68 1.7 60 0.3 60 • - SSSP-24-5S-11G-12BC-136 24 0.120 5 12"sq.x 1' 12-3/4 1"x36- 8.7 218 6.1 153 9.0 225 9.0 225 9.0 225 8,2 205 5.8 145 3.4 - 2.0 - 0.2 - - - SSSP-24-5S-70•12BC-136 24 0.188 5 12'sq.x 1" 12-3/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.0 175 52 130 3.2 - 18 - SSSP-254S-110-12BC-136 25 0.120 4 12'sq.x 1" 12-3/4 1"x36- 9.0 225 9.0 225 9.0 225 6.0 150 4.8 120 3.8 95 2.0 60 0.4 60 - - - - - - - SSSP-254S-7G-12BC-136 25 0.188 4 12"59.x1" 12-3/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9A 225 8.0 200 5.6 140 3.4 85 2.2 60 1.0 60 - 60 - - I SSSP-25-5S-11G-12BC-136 25 0.120 5 12'sq.x 1" 123/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 8.6 215 7.0 175 4.4 110 2.4 60 1.0 60 - - - SSSP-25-5S-70-12BC-136 25 0.188 6 12"sq.x 1" 12-3/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.6 215 6.2 155 4.2 105 '.6 - 12 - 55SP-26-45-11 G-12BC-136 26 0.120 4 12'sq.x 1' 12-3/4 1"x36" 9.0 225 9.0 225 7.7 193 5.1 128 3.7 93 2.7 68 1.3 60 - - - - - - - - SSSP-264S-7G•128C•136 26 0,188 4 12"sq.x 1" 12-3/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 6.7 168 4.7 118 2.9 73 1.1 60 - • - - SSSP-26-50-11G-12BC-136 26 0.120 5 12"sq.x 1" 12-3/4 1"x36- 9.0 225 9.0 225 9.0 225 9.0 225 7.7 193 5.9 148 3.7 93 1.7 60 60 SSSP-26-58-7G-12BC-136 26 0.188 5 12'sq.x 1" 12-3/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.1 178 5.1 128 2.9 73 0.6 60 - - SSSP-28-45-70-12BC-136 28 0.188 4 12"sq.x 1" 12-3/4 1"x36- 9.0 225 9.0 225 9.0 225 7.5 188 6.1 153 5.1 128 2.7 68 1.3 60 - - - - - - - SSSP-28-55-11 G-128C-136 28 0.120 5 12'sq.x 1" 123/4 1"x36' 9,0 225 9.0 225 9.0 225 7.0 175 5,4 135 4.0 100 1.4 60 SSSP-28-5S-7G-12BC-136 28 0.188 5 12"sq,x 1' 12-3/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.8 195 4.8 120 3.0 75 1.2 60 - - - - SSSP-28-65-70-12BC-136 28 0.188 6 12'sq.x 1' 12-3/4 1"x36" 9.0 226 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.5 188 4.9 123 2.7 68 0.7 60 SSSP-30-5S-11 G-12B-136 30 0.120 5 12's9.x 1' 123/4 1"x36" 9.0 225 9.0 225 8.3 208 4.7 118 2.9 73 1.9 60 SSSP-30-5S-76-12BC-136 30 0.188 5 12'8q.x 1' 12-3/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.3 208 5.3 133 2.7 68 0.7 60 SSSP-30-65-70-12BC-136 30 0.188 5 12'sq.x 1" 123/4 1"x36- 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9,0 225 7.5 188 4.5 113 2.1 60 0.1 60 - - SSSP32-5S•70•128C-136 32 0.188 6 12"sq.x 1' 123/4 1"x36' 9.0 225 9.0 225 9.0 225 9A 225 9.0 225 8.3 208 5,5 138 2.7 68 0.7 60 SSSP-32-6S-76-12BC-136 32 0.188 5 12"sg.x 1" 12-3/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9,0 225 7.5 188 4.5 113 2.1 60 0.1 60 - - SSSP35-53-70-12BC-136 35 0.188 5 12'sq,x 1" 12-3/4 1"x36' 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 8.3 208 5,5 138 2.7 68 0.7 60 - • - SSSP35-60-70-128C-136 35 0.188 6 12'sq.x 1" 123/4 1"x36" 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 9.0 225 7.5 188 4.5 113 2,1 60 0.2 60 - - 'Pole Assemblies With EPA>9.0 Require Specific Review Anchor Bolts are NOT included with Custom Bolt Circle. 'Do NOT pour concrete referencing this drawing.Consult Factory. 'All wind loading calculations are based on sustained wind force plus an additional 1.3 gust. NLB701 Kingshill Place,Carson,CA 90746 LIGHTING Call Us Today(310)341-2037 nlsh ghting.com 3 . -i- ii k-24., r ice; ` e .•1ri- N xi,.1 / } tr��9W40:. j - -*t 1 1JJ * 4L `Ir` 4- ,,ii „C T; "4"s' th.,,� '�`l ~.�; Tom' . • ow, • r + , '121:54) 'rf ity tAL.ilL f le a �..4 3 ... rat t7r` 'r" I ej::,:jt '"t• . i-J _PIO fif al 4m�, 6. tit �C' — •� ,, %yet S'• - `; tA411lI1 t=ar Mi a/, N 140(C1 r.��AgrAtpp...t���a��aaa� 22 fir Ay�1S .'/ l/ -- titi*ti tetiali, ` lraa ,... 4I ggr,Vi' ' I. SAllaillifit � �� ` ~�� 130040 ! d)JJI1ii iis . •-• .: . l 1'AIv) s1, s wlrw ti 14043)1 s9rrn PIW Rpm, ... ,...)1 i01sq ;iarri tws t4T1 1 . v zoo ,,44 Puerto Ace 4S tasl �'"t A �, I Guan 1 :� Morten So..04 125 ($19 go, .i _ la loop, 1 V illu� m :w w p . nor �d des Sa.son0 u wd.soda ll in'Wirt pR 4.....(m'.I y at 13 n I it rw)abv�a p•aund 1W E.yo,unt C tai.poy r twist 1 Una,,YYypolN Kw on bn wird n o e&M p., e d-+. i 1.lain*on J 4011..1 Si anru4J.Writ„'EH taw*,.1,4 y.t 0.Imt w.-td.7.+d • Lmbar or 11K Coast4 a"q ,ri .1� 4.Il oa.dalnov, .nn ia porSva_Kowa i —u artM.i -. rea, • { nine -..e psi 0 -,i • 'w aka"br a.aww..d kr w.rw1 alnd uwP,am 1)All wind load calculations are based on sustained wind force plus and additional 1.3 gust 2)Wind Map is to be used as a reference only.Please coordinate with local agencies for further review. 3)Wind Map values are based on a 50 year mean recurrence.These values do not account for severe conditions,such as hurricanes,tornadoes,etc... 4)For review of poles with additional configurations(arms,banners,shorter/longer pole lengths,etc...),please contact factory. MOUNTING 11... IIE..111111: ISM CONFIGURATION Single Double Double Tnple Quad (SGL) (D-90) (D-180) (TJ9p) (Do) -.901I► -- 034 III' ) � 1 I I I I _ I I ‘01IF... T._ ('çi 1 j�, — — , I 4.0 r� ice i i 12n �� I �� —_./ Base Cover Base Detail 12" Base Detail 9" Base Detail NLS701 Kingshill Place,Carson,CA 90746 g h LIGHTING Call Us Today(310)341-2037 nlsli ting.com 4 Sears, Tim From: Sears, Tim Sent: Wednesday, November 9, 2022 8:40 AM To: jimtusino@hotmail.com Subject: 1326 Route 28 James, I have reviewed your application for the new light poles and there are some items to address. Section 301.4.10 of the Yarmouth Zoning Bylaws requires light poles to be a maximum of 20 feet in height. The proposed height is 25 feet. It also requires that trespass of light at the property line be a maximum of 0.1 foot candles.The proposed plan does not meet this requirement. 301.4.10 Exterior lighting for parking lots which is attached to posts or poles shall not exceed 20 feet in height, measured from the highest point of the light structure. Electric service for said posts or poles shall be placed underground and any outdoor lighting shall be directed onsite only, with no undue glare affecting adjoining properties. For commercial or mixed use developments, trespass of light at the property boundary shall not exceed 0.1 foot candles. Where commercial or mixed use developments abut a residential district, trespass of light at that boundary shall not exceed 0.05 foot candles. For developments that are exclusively residential, trespass of light at property boundaries shall not exceed 0.05 foot candles. Utility services for new commercial structures will be located underground. At driveways, lighting may be up to 0.5 foot candles at the property line adjacent to a roadway. I regret to inform you that your application has been denied for the above reasons. You may submit updated plans that comply with the Zoning Bylaw or seek relief from the Zoning Board of Appeals as allowed by MGL Ch 40a §7 &§15.You also have the right to appeal this decision with the Zoning Board of Appeals within 30 days of this letter. Regards, Timothy Sears CB() Deputy Building Commissioner Town of Yarmouth 508--398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us 1