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Building Permit #908-11 - 240 CHARLES STREET 6/28/2011
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received Date Issued: C X2,��� IMPORTANT:Applicant must coin letc all items on this age LOCATION Z 4a mar I es S+ Print Unit# PROPERTY OWNER &foak2,/ Law Tena ,So()`�"QN Print Historic District yes n MAP NO: PARCEL: ZONING DISTRICT: Machine Shop Village yes 100 year-old structure yes TYPE OF IMPROVEMENT PROPOSED USE Non- Residential Residential ❑ New Building ❑ One family ❑ Industrial ❑Addition ❑Two or more family ❑ Commercial ❑Alteration No. of,units: El Repair, replacement ElAssessory Bldg ❑ Others: ❑ Demolition ❑ Other ® Watershed District 0 Septic ❑Well _ " "� ❑Floodplain ❑Wetlands :. P3 �'kti' st ❑Water/SeWeT DESCRIPTION OF WORK TO BE PERFORMEU 28 I rz--ion OF Ion � (� h► h w►k� bc�bxj- ��G1'1a(� I�2arP (Identification Please Type o Print Clearly) phone: ��8 (ogs I l2 OWNER: Name: G ra a�'of L_G w,pence Sones^� ' Address: 46 CONTRACTOR Name &e)e 4m D \ Phone: Z �� S� /1/ And o,,01,no✓e/ Address: � ..�� Supervisor's Construction License: 103-742- Exp. Date: I 7 20 d l / 3 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ RECO • oc� FEE: $ Check No.: / Oz l _Receipt No.: y 3 z I NOTE: Persons contracting ith unregi tered contractors do not have access to the guaranty fund Signature of Agent/Ow1.ner Signature of contractor Location 5? y No. Date rQRTq TOWN OF NORTH ANDOVER 0 9 ' Certificate of Occupancy $ s"'• EBuilding/Frame Permit Fee $ �'r� Z ncNus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 1021 2469 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS ing Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date i J 1 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: t ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10041000 fine NOTES and DATA— For department use h ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application Li Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) — --_ o Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit in all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe: Doe.Building Permit Revised 2008mi NORTH TONM of �Andover _ . 0 AL... ....... ..... No. �► _ o , dover, Mass., COCHICHEWICK ORATED 7 V BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR ............................... THIS CERTIFIES THAT...........�...�.,�.1.........................................................../.............................. Foundation buildings on .. ��..'.0..... C'4"- fs has permission to erect................................. g .................................f................................... Rough to be occupied as............. ° p i !' � � .� l �a� Chimney .. .. . ........................................ ....................... ............................................................... provided that the person accepting this permit shall in every respect conform o the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .. ................................... ... Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE`DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. a �-� OP ID: PS CERTIFICATE OF LIABILITY INSURANCE 1OAT02102DNYYY) o2ro2/11 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 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 781-642-9000 �tEcT Eastern States Insurance 781-647-3670 PHONE FAX C No Ext: (AM, AIC No Agency, Inc. EMAIL ADDRESS: 50 Prospect Street PRODUCER Waltham,MA 02453 CUSTOMER IDk.NEXAM-1 INSURER(S)AFFORDING COVERAGE NAIC f INSURED Nexamp,Inc. INSURER A:Peerless Insurance Company 24198 21 High Street,Suite 209 INSURER B:Twin City Insurance Co. N.Andover,MA 01845 INSURER C:Hanover Insurance Co. 22292 INSURER D:The North River Insurance Co. INSURER E:HISCOX,Inc INSURER F COVERAGES CERTIFICATE NUMBER: 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 MAYHAVE BEEN REDUCED BY PAID CLAIMS. !NSR TYPE OF INSURANCE POLICY NUMBER POLICY POLICY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE 10 HEN I ED A X COMMERCIAL GENERAL LIABILITY CBP 2408957 01/17111 01/17112 PREMISES Es occurrence $ 100,00 CLAIMS-MADE 7 OCCUR MED EXP(Anyone person) $ 5,00 PERSONAL&ADV III $ 1,000,00 GENERAL AGGREGATE $ 2,000,OO GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRD JECT Loc Emp Ben. $ IM113110 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00 C X ANY AUTO BA 2423414 01117111 01117112 BODILY MJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE H IR ED AUTOS (Peraccident) $ NON-OWNED AUTOS $ $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 10,000,00 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00 D 553-093048$ 01/17h 1 01/17112 DEDUCTIBLE $ X RETENTION $ $ WORKERS COMPENSATION X WC STATU- ER AND EMPLOYERS'LIABILITY TORY LIMITS ER YIN B ANY PROPRIETOR/PARTNER/EXECUTIVE 08WECLHO245 08110110 08!101`11 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under 1,0001000 DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICYLIMIT $ E Professional ME1134511 01117/11 01/17/12 �cccurance 2,000,00 Liability I r ggregate 2,000,0011 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) For Informational Purposes Only CERTIFICATE HOLDER CANCELLATION EVIDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD CRITICAL DIMENSION CHART MARK DESCRIPTION FORMULA DIM. I 8 (BELOW 7 7 8 {BELOW 7)-� 7 A CLEAR OPENING A TRACK 8 COUNTERBALANCE POST SPACING CIC (A/2) A s CLEAR OPENING S = POST SPACING C/C PLAN VIEW C ovERALL GATE LENGTH Ax 1-5 Soda Neon D COUNTERBALANCE LENGTH A x OS + a E NOMINAL GATE HEIGHT EBARBED VARE AND —^^G s OVERALL GATE LENGTH COUNTERBALANCE F POST HEIGHT(W BARS ARMS) E+T-6 ARE OPTIONAL " ARMS D s G /— L�i.TI,I FABRIC HEIGHT /J G - FABRIC �r o HEIGHT r r = 7 7 Li TRACK w s 9 I w N W4 TRUCK I a a (TYP-) -\,A CRADE SPHERJCAL6 SUPPORT NGS JFLEVS � FABRIC W4 TRUCK s°'�~0O� O CATASTM F220"C p COMPLIANT GAP PROTECTORS P1 A GSTANDAM j S/B' HANGER BOLT O GUSSETS O z O HANGER BRACKET I a 7 GATEHANGERASSEMBLY OMPANION C O.D. POST 9edc Noerc � 4" O.D. POST SMDDTH LEADING EDGE. 8 (NO PROTRUSIONS PER ENLARIOED SECT/Q!V GUIDE VAIEEL ASTM F2200-OS) -- UL 325 COMPLIANT CATCHASSEUSLY WHEEL COVERS U"J iWo-- None (STANDARM BOTTOM GUIDE TYN LMAL 2549 STATE ROUTE 40 GVZD4m4. BRACKET NOTES: CORP. RLJ"M&-03„ F7- oto Nz-W 1. ALL FITTINGS STANDARDLY PROVIDED FOR 4- O.D. *�••tl��d• o���M�+V�QE POST'S. OTHER SIZES AVAILABLE UPON REQUEST. � (Syt `�-"—'—• Z BARS ARMS (FOR BARBED WIRE) OPTIONAL HEAVY DUTY CANTILEVER SLIDE GATE Scoter /Pane Specification Section 32 3100 ' FORTRESS HEAVY DUTY CANTILEVER SLIDE GATE (CHAIN LINK) PART 1 - GENERAL: 1.01 SECTION INCLUDES: A. The work in this section shall include furnishing all labor, materials, equipment and appliances necessary to complete all Fortress Heavy Duty Cantilever Slide Gate(s) required for this project in strict accordance with this specification section and drawings. 1.02 REFERENCES: A. Underwriters Laboratory Gate Operator Requirements(UL 325). See 3.02 C. 1.Automated/operated vehicular gates are not to be used for pedestrian traffic. Separate pedestrian gates must always be provided if pedestrian traffic is expected. B. ASTM F 2200-05 - Standard Specification for Automated Vehicular Gate Construction. See 2.01 C. C. ASTM F 1184-05 Standard Specification for Industrial and Commercial Horizontal Slide Gates,Type 11,Class 2. See 3.02 B. D. American Welding Society AWS D1,2 Structural Welding Code. See 2.01 D and 2.03 D. E. ASTM B 117-07 Standard Specification for Salt Spray Testing. See 1.03 C.1e, 1.03 SUBMITTAL: A. Product Data: 1.Provide manufacturer's catalog cuts with printed specifications and installation instructions. 2.If operated gate system, furnish two (2) copies of operation and maintenance data covering the installed products. B. Shop Drawings: 1. Supply shop drawings showing the gate system, including details of all major components. 2.Include details of gate construction,gate height,and postt spacing dimensions. C. Certification of Performance Criteria: 1. Manufacturer of gate system shall provide certification stating the gate system includes the following material components that provide superior performance and longevity. Alternate designs built to minimum standards that do not include these additional structural features shall not be accepted. a. Gate track system shall be keyed to interlock into gate frame member (providing 200% additional strength when compared to weld only keyless systems). When interlocked with and welded to the "keyed" frame top member, gate track forms a composite structure. 1 Heavy_puty_Canlilever Slide Chain Link R2a Page 1 of 5 3/23!]0 b, Gate shall have a minimum counterbalance length of 50% opening width which provides a 36%increase in lateral resistance (when compared to ASTM minimum of 40% counterbalance), If gate is ever to be automated, counterbalance section shall be filled with fabric or other specified material. c. To provide superior structural integrity, intermediate vertical members shall be used-with spacing between verticals to be less than 50%of the gate frame height. d. Entire gate frame (including counterbalance section) shall include 2 adjustable stainless steel cables (minimum 3/16") per bay to allow complete gate frame adjustment(maintaining strongest structural square and level orientation). e. Gate truck assemblies shall be tested for continuous duty and shall have plated steel bearings meeting ASTM B 117-07 salt spray test with no red rust after 790 hours (see 1.02 E). Bearings shall be specifically designed for roller applications with full compliment ball bearings,shock resistant outer races,and captured seals. f. Gate truck assemblies shall be supported by a minimum 5/8"plated steel bolt with self aligning capability,rated to support a 2,000#reaction load, g. Hanger brackets shall be hot dipped galvanized steel with a minimum 3/8" thickness that is also gusseted for additional strength. h. Gate top track and supporting hangar bracket assemblies shall be certified by a licensed professional engineer to withstand a 2,000 lb. vertical reaction load without exceeding allowable stresses. D. Certifications: 1. Gate in compliance with ASTM F 2200-05, Standard Specification for Automated Vehicular Gate Construction per section 2.01 C. 2.If operated gate system, gate operator shall be in compliance with UL 325 as evidenced by UL listing label attached to gate operator. 3. The aluminum welders and welding process must be certified per section 2.03 D. 4.Manufacturer shall supply gate design performance certification as per section 1.03 C. PART 2- PRODUCTS: 2.01 CANTILEVER SLIDE GATE MANUFACTURERS: A. The cantilever sliding gate system shall be manufactured by Tymetal Corp., 2549 State Route 40,Greenwich,NY 12834 -(800)328 -4283. B. Approved substitution — All other systems must be submitted to the design team in accordance with substitution requirements as set forth in the general provisions of the specification manual for approval prior to the bid date. Products submitted must meet performance criteria as per section 1.03 C. Products submitted after the bid date will not be approved. C. Gate manufacturer shall certify gate is manufactured in compliance with ASTM F 2200-05, Standard Specification for Automated Vehicular Gate Construction. See 1.03 D.1. D. Gate manufacturer shall provide independent certification as to the use of a documented Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 welding code. Upon request, Individual Certificates of 1—Heavy Duty_Cantilever_Slide_Chain_Link_R2e Page 2 of 5 3/23/10 Welder Qualification documenting successful completion of the requirements of the AWS D1.2 code shall also be provided. See 1.03 D.3. 2.02 GATE DIMENSIONS: A. Fortress Heavy Duty Cantilever Slide Gate dimensions shall be as shown on the detail drawings. 2.03 GATE CONSTRUCTION DETAILS: A. Gate Frame: 1.The gate frame shall be fabricated from 6063-T6 aluminum alloy extrusions. The top member shall be a 3" x 5" (76mm x 127mm) aluminum structural channel/tube extrusion weighing not less than 3.0 lb/If(4.4kg/m). To maintain structural integrity this frame member shall be "keyed" to interlock with the "keyed" track member. If fabricated as a single horizontal piece,the bottom member shall be a 2" x 5"(51mm x 127mm) aluminum structural tube weighing not less than 2.0 lb/If (2.9kg/m). If fabricated in two horizontal pieces, the bottom member shall be a 5" (127mm) aluminum structural channel weighing not less than 2.6 lb/If(3.8kg/m). When the gate frame is manufactured in two horizontal pieces or sections, they shall be spliced in the field (the gate frame shall be fabricated in one or multiple sections depending on size requirements or project constraints). B. Vertical Members(Chain Link): 1. The vertical members at the ends of the gate frame shall be "P" shaped in cross section with a nominal base dimension of no less than 2" x 2" (51mm x 51mm) and weighing not less than 1.6 lb/If(2.3kg/m). Major 2" x 2" (51mm x 51mm) vertical members weighing not less than 1.1 lb/If shall separate each bay and shall be spaced at less than gate height intervals. 2. Intermediate 1" x 2" (25mm x 51mm) vertical members weighing not less than .82 lb/If shall alternate between 2"x 2"major members. C. Gate Track: 1. The gate frame shall have a separate semi-enclosed "keyed" track, extruded from 6005A-T61 or 6105-T5 aluminum alloy, weighing not less than 2.9 lb/]f(4.2k9/m). The track member is to be located on only one side of the top primary. Welds to be placed alternately along the top and side of the track at 9" (229mm)centers with welds being a minimum of 2"(51 mm). D. All welds on the gate frame shall conform to Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 Structural Welding Code. All individual welders shall be certified to AWS D1.2 welding code. See 1.02 D. E. Gate Mounting: 1. The gate frame is to be supported from the track by two(2)swivel type,self-aligning, 4-wheeled,sealed lubricant,ball-bearing truck assemblies. 2. The bottom of each support'post shall have a bracket equipped with a pair of 3" (76mm) UHMW guide wheels Wheel cover protectors shall be included with bottom guides to comply with UL325. 3. Gap protectors shall be provided and installed,compliant with ASTM F 2200-05. !_Heavy_Duty Cantilever Slide_Chain_Link_R2a Page 3 or 5 3123/10 F. Diagonal Bracing: 1. Diagonal"X"bracing of 3/16" (5m1n)minimum diameter stainless steel aircraft cable shall be installed throughout the entire gate frame. G. The gate shall be completed by installation of approved filler as specified. 1. Chain Link: 2" x 2" x 9 gauge aluminized steel chain link fabric shall extend the entire length of the gate (if operated gate, counterbalance must also have fabric to prevent reach through and comply with ASTM F2200, see 1.03 C.1) Fabric shall be attached at each end of the gate frame by standard fence industry tension bars and tied at each 2"x 2" (51nun x 51nun) vertical member with standard fence industry ties. ASTM F2200 requires attachment method that leaves no leading or bottom edge protrusions(cannot exceed 0.5 inch). 2.04 POSTS(by others): A. A single set of support posts shall be minimum 4" O.D. (102mm)round Schedule 40 or 4" x 4"x 3/16"wall square steel tubing, grade 500. Gate posts shall be galvanized or coated and supported in concrete footings as specified by the design team. 2.05 FINISH: A. Gate to be mill finish aluminum or color coated with polyester powder as specified. If powder coated, the gate (including track member) and all accessories shall be pretreated chemically by sand blasting or other acceptable method to ensure proper coating adherence. 2.06 WARRANTY: A. The truck assembly shall be warranted against manufacturing defects by the manufacturer for a period of(5)five years from date of sale. PART 3- EXECUTION: 3.01 Final grades and installation conditions shall be examined. Installation shall not begin until all unsatisfactory conditions are corrected. 3.02 INSTALLATION: A. Equipment in this section shall be installed in strict accordance with the company's printed instructions unless otherwise shown on the contract drawings. B. The gate and installation shall conform to ASTM F 1184-05 standards for aluminum cantilever slide gates,Type II,Class 2. See 1.02 C. C. If the gate system is to be automated, the gate and installation shall also comply with ASTM F 2200-05 and UL 325. See 1.02 A and 1.02 B.. 3.03 SYSTEM VALIDATION: A. The complete system shall be adjusted to assure it is performing properly. B. The system shall be operated for a sufficient period of time to determine that the system is in proper working order. C. For operated gate systems-test and explain safety features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 1 Heav1_Duty�Cantilever Slide Chain Link R2a Page 4 of 5 3/23110 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent position on both sides of the gate. 5. Ensure the owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system, These safety points are listed in the gate operator manual and must be read prior to system use. Note: Tymetal Corp. reserves the right to modify and/or make changes as deemed necessary without previous notice. 1_Heavy_Duty_Cantilever Slide Chain—link R2a Page 5 of 5 3/23110 7 CRITICAL DIMENSION CHART TRACK 7 MARK DESCRIPTION FORMULA DUN. A CLEAR OPENING A S (BELOW 7)- 7 8 (BELOW 7)� 7 B COUNTgALANCEPOS7SPACtNGC/C (/V2}tt- g 8 = POST SPAONG C/C A - CLEAR OPENING C OVERALL GATE LENGTH AxtS PLAN V EW D COUNTERBALANCE LENGTH A x 0.6' $ade new E - E NOMINAL GATE HEIGHT C = OVERALL GATE LE NNGTHCW= COUNTERBALANCE F POST HEIGHT(W BARS ARMS) E+t'-V . BARBED WIRE AND 0 LENGTH G FABRIC HEIGHT E-T-0" ARMS ARE OPTIONAL G = FABRIC for ea HEIGHT 12 1/2' r 7 7 W = = F- W4 TRUCK I < CL. TRACKS (TVP.) sBinn ,� W GRADE Sr£�i77ON FABRIC SPHERICAL BEARINGS 6 - SUPPORT $EVAT/ON Sem` Non. 7 7 smm Nene W4 TRUCK CATCHER O O S/B' HANGER BOLT GUSSETS p '9 0 0 HANGER BRACKET ASTM F2200-05 I 7 GATE HANGER ASSEMBLY oIAPANION a O.D. POST �TTCTORs S:are: none SM33TH LEADING EDGE. (STANDARD) 8 iO 4- O.D. POST (NO PROTRUSIONS PER ASTM F-MO-o5) EM.AOM SECTION GUIDE WHEEL soofe Nm. L 325 COMPLIANT CATt,HA$$EMBLY VHEEL COVERS 9 Scale: pone (STANDARD) 2549 STATE ROUTE 40 BOTTOM GUIDE NO�� GREcmvAC.N.N.Y. 123U BRACKET PIt W M 7�-MM 017-M 1. ALL RTTINGS STANDARDLY PROVIDED FOR 4' O.D. POSTSOTHER SIZES AVAILABLE UPON REOUEST. BOTTOM GUIDE 2. BARB ARmS (FOR BARBED WIRE) OPTIONAL. STRUCTURAL CANTILEVER SLIDE GATE 8 � NIS Specification Section 32 3100 — FORTRESS STRUCTURAL CANTILEVER SLIDE GATE (CHAIN LINK) PART 1- GENERAL: 1.01 SECTION INCLUDES: A. The work in this section shall include furnishing all labor, materials, equipment and appliances necessary to complete all Fortress Structural Cantilever Slide Gate(s)required for this project in strict accordance with this specification section and drawings. 1.02 REFERENCES: A. Underwriters Laboratory Gate Operator Requirements(UL 325). See 3.02 C. 1. Automated I operated vehicular gates are not to be used for pedestrian traffic. Separate pedestrian gates must always be provided if pedestrian traffic is expected. B. ASTM F 2200-05 - Standard Specification for Automated Vehicular Gate Construction. See 2.01 C. C. ASTM F 1184-05 - Standard Specification for Industrial and Commercial Horizontal Slide Gates,Type II,Class 2. See 3.02 B. D. American Welding Society AWS D1.2 Structural Welding Code. See 2.01 D and 2.03 D. E. ASTM B 117-07 Standard Specification for Salt Spray Testing. See 1.03 C.Ie. 1.03 SUBMITTAL: A. Product Data: 1.Provide manufacturer's catalog cuts with printed specifications and installation instructions. 2.If operated gate system, furnish two (2) copies of operation and maintenance data covering the installed products. B. Shop Drawings: 1. Supply shop drawings showing the gate system, including details of all major components. 2. Include complete details of gate construction, gate height and post spacing dimensions. C. Certification of Performance Criteria: 1. Manufacturer of gate system shall provide certification stating the gate system includes the following material components that provide superior performance and longevity. Alternate designs built to minimum standards that do not include these additional structural features shall not be accepted. 2 Stnictural_Cantilever_Slide Gate Chain_Link_Rla Page l of 5 3/23/10 a. Gate track system shall be keyed to interlock into gate frame member (providing 200% additional strength when compared to weld only keyless systems). When interlocked with and welded to the "keyed" frame top member, gate track forms a composite structure. b, Gate shall have a minimum counterbalance length of 50% opening width which provides a 36% increase in lateral resistance(when compared to ASTM minimum of 40% counterbalance). If gate is ever to be automated, counterbalance section shall be filled with fabric or other specified material. c. To provide superior structural integrity, intermediate vertical members shall be used-with spacing between verticals to be less than 50%of the gate frame height. d. Entire gate frame (including counterbalance section) shall include 2 adjustable stainless steel cables (minimum 3/16") per bay to allow complete gate frame adjustment(maintaining strongest structural square and level orientation). e. Gate truck assemblies shall be tested for continuous duty and shall have plated steel bearings meeting ASTM B 117-07 salt spray test with no red rust after 790 hours (see 1.02 E). Bearings shall be specifically designed for roller applications with full compliment ball bearings,shock resistant outer races,and captured seals. f. Gate truck assemblies shall be supported by a minimum 5/8"plated steel bolt with self aligning capability,rated to support a 2,000#reaction load. g. Hanger brackets shall be hot dipped galvanized steel with a minimum 3/8" thickness that is also gusseted for additional strength. h. Gate top track and supporting hangar bracket assemblies shall be certified by a licensed professional engineer to withstand a 2,000 lb. vertical reaction load without exceeding allowable stresses. D. Certifications: 1. Gate in compliance with ASTM F 2200-05, Standard Specification for Automated Vehicular Gate Construction per section 2.01 C. 2. If operated gate system, gate operator shall be in compliance with UL 325 as evidenced by UL listing label attached to gate operator. 3.The aluminum welders and welding process must be certified per section 2.03 D. 4.Manufacturer shall supply gate design performance certification as per section 1.03 C. PART 2- PRODUCTS: 2.01 CANTILEVER SLIDE GATE MANUFACTURERS: A. The cantilever sliding gate system shall be manufactured by Tymetal Corp., 2549 State Route 40,Greenwich,NY 12834 -(800)328 -4283. B. Approved substitution — All other systems must be submitted to the design team in accordance with substitution requirements as set forth in the general provisions of the specification manual for approval prior to the bid date. Products submitted after the bid date will not be approved. 2_Structural_Can6lever Slide_Gate Chain_Link_RIa Page 2of5 3/23110 C. Gate manufacturer shall certify gate is manufactured in compliance with ASTM F 2200-05, Standard Specification for Automated Vehicular Gate Construction. See 1.03 D.1. D. Gate manufacturer shall provide independent certification as to the use of a documented Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1,2 welding code. Upon request, Individual Certificates of Welder Qualification documenting successful completion of the requirements of the AWS D1.2 code shall also be provided. See 1.03 D.3. 2.02 GATE DIMENSIONS: A. Fortress Structural Cantilever Slide Gate dimensions shall be as shown on the detail drawings. 2.03 GATE CONSTRUCTION DETAILS: A. Gate Frame: 1. The gate frame shall be fabricated from 6063-T6 aluminum alloy extrusions. The top member shall be a 3" x 5" aluminum structural channel/tube extrusion weighing not less than 3.0 lb/If(4.4kg/m). To maintain structural integrity this frame member shall be "keyed" to interlock with the "keyed" track member. If fabricated as a single horizontal piece, the bottom member shall be a 2" x 5" aluminum structural tube weighing not less than 2.0 lb/If. If fabricated in two horizontal pieces, the bottom member shall be a 5"aluminum structural channel weighing not less than 2.65 lb/lf, and the two horizontal pieces or sections shall be spliced in the field (the gate frame shall be fabricated in one or multiple sections depending on size requirements or project constraints). B. Vertical Members(Chain Link): 1. The vertical members at the ends of the opening portion of the frame shall be shaped in cross section with a nominal base dimension of no less than 2"x 2"(51mm x 51mm) and weighing not less than 1.6 lb/If (2.3kg/m). Major 2"x 2" (51mm x 51mm) vertical members weighing not less than 1.Ilb/If shall separate each bay and shall be spaced at less than gate height intervals. 2. Intermediate 1"x 2" (25mm x 51mm) vertical members weighing not less than .82 lb/If(1.2kglm)shall alternate between the 2"x 2"major members.. C. Gate Track: 1. The gate frame shall have separate semi-enclosed "keyed" tracks, extruded from 6005A-T61 or 6105-T5 aluminum alloy, weighing not less than 2.9 lb/lf. Track members are to be located on each side of the top member. When interlocked and welded to the"keyed"top member, it forms a composite structure with the top of the gate frame. Welds are to be placed alternately along the top and side of the track at 9" (229mun)centers with welds being a minimum of 2"(51 mm)long. D. All welds on the gate frame shall conform to Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 Structural Welding Code. All individual welders shall be certified to AWS D 12 welding code. See 1.02 D. 2_Stnicturat_Candlever Slide_Gate Chain_Link Rta Page 3 of 5 3n3no E. Gate Mounting: 1. The gate frame is to be supported from the track by four (4) swivel type, self- aligning,4-wheeled,sealed lubricant,ball-bearing truck assemblies. 2. The bottom of each support post shall have a bracket equipped with a pair of 3" (76mm) UI MW guide wheels Wheel cover protectors shall be included with bottom guides to comply with UL325. 3. Gap protectors shall be provided and installed,compliant with ASTM F 2200-05. F. Diagonal "X" bracing of 3116" (5mm)minimum diameter stainless steel aircraft cable shall be installed throughout the entire gate frame. G. The gate shall be completed by installation of approved filler as specified. 1. Chain Link: 2" x 2" x 9 gauge aluminized steel chain link fabric shall extend the entire length of the gate (if operated gate, counterbalance must also have fabric to prevent reach through and comply with ASTM F2200, see 1.03 C.1) Fabric shall be attached at each end of the gate frame by standard fence industry tension bars and tied at each 2"x 2" (51mm. x 51mm) vertical member with standard fence industry ties. ASTM F2200 requires attachment method that leaves no leading or bottom edge protrusions(cannot exceed 0.5 inch). 2.04 POSTS(By Others): A. Double sets of support posts shall be minimum 4" O.D. (102mm) round Schedule 40 or 4" x 4"x 3/16" wall square steel tubing, grade 500. Gate posts shall be galvanized or coated and supported in concrete footings as specified by the design team. 2.05 FINISH: A. Gate to be mill finish aluminum or color coated with polyester powder as specified. if powder coated, the gate (including track member) and all accessories shall be pretreated chemically by sand blasting or other acceptable method to ensure proper coating adherence. 2.06 WARRANTY: A. The truck assembly shall be warranted against manufacturing defects by the manufacturer for a period of(5)five years from date of sale. PART 3. EXECUTION: 3.01 Final grades and installation conditions shall be examined. Installation shall not begin until all unsatisfactory conditions are corrected. 3.02 INSTALLATION: A. Equipment in this section shall be installed in strict accordance with the company's printed instructions unless otherwise shown on the contract drawings. B. The gate and installation shall conform to ASTM F 1184-05 standards for aluminum cantilever slide gates,Type Q,Class 2. See 1.02 C. C. If the gate system is to be automated, the gate and installation shall also comply with ASTM F 2200-05 and UL 325. See 1.02 A and 1.02 B. 2 Structural Cantilever Slide_Gate chain_Lin1:Rta Page 4 of 5 3123/10 3.03 SYSTEM VALIDATION: A. The complete system shall be adjusted to assure it is performing properly. B. The system shall be operated for a sufficient period of time to determine that the system is in proper working order. C. For operated gate systems-test and explain safety features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent position on both sides of the gate. 5. Ensure the owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system. These safety points are listed in the gate operator manual and must be read prior to system use. Note: Tymetal Corp. reserves the right to modify and/or make changes as deemed necessary without previous notice. 2_Slructural_Cantilever_Slide Gate_Chain_Link Rla Page 5 of 5 3/23/I0 -,UDO M Rri UT Fc, ��p1 (�� 0 R QAC I lid C��)(-�'�1�= 1�►�/!!1'(_I'(��)I. 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I r� Fl ip I� � >;I• 1'�l I ! 0. `�'(0) \�/11 Nh�;11►11 "ilnZ . 1 /�1 �11) U IE jE �+�,I!. 1@ ,zE I /�. +i Ii ii Tho DKS 0150 series of slide gat,operators offer convenience,reliability and site �t ' �' r operation In n small,compact design.Theso operators aro Ideally used In residential,0011 commercial or industrial high-use applications,The Innovative hil•sofe design of these operators significantly reduces the chance of Injury or entrapment and makes those operators Tho safest slide gala operators In rho market lodayl Designed%villi versatility In 1111,10,Theso operators can be configured for front,center or rear drive applications and can he configured for front,center or rear drive applications and can be pad or post mounted. A O 11 0 O r_ O a . Y ' 0150 1/21-113 81 1 lilt' 15.25"Wx2.4.75"Hx 16.75"D ' Wait))W x Winn)1.1 x 425min D 4—W—r C1n69 of Max Gate Max Onto 1.113 Powel- Collvonlonco oporatlorl I.onuth * Weight* 115 VAC,60 Hz,5,4A ©poll Pnokngo III,IV 30 rt 1000 Lbs, GO I•Iz,2.7A*" Optionor continuous duty 460 VAC, -2, Clado of Max Gate Max Gnto hip Dower Convenionce operation 1,011{lti► * Woltiht * 115 VAC,GO liz,7,OA Opoll Packlillo I, II,Ill,IV 45 Ft 1600 Lbs. t lip 60 cycles/hr 230 VAC,60 11z,3.5A*" Optiolial (13.7111) (680.3 ky) continuous duty 460 VAC,60 liz, IAA** 'Assumes gate to be In good condition and must be on a level sur face, When combined villh convenience open option,1/211P ow walght is 000 Lbs.,and 1300 Lbs.with Hip. so operators use o step-down transformer,to achieve i 15 VAC operating voltage. Mechanical Advancot -on tires 3afoty Standarclo P,Imory neduction: Single too bell Automatic limit adjuslment Complies with nm Ul.325 and UL 991 safety slandaids Ghali: /140 Auto-close Ilmer 1.23 sac ETL fisted Speed: Approximately 10In/sec(254 mm/sec) Selectable slop/reverse loop function Cover: Steel cover Is plated and pointed Tinier override feature helps prevent lailoaling operating �f on,l) Frame: G90 Galvanized steel to prevent rusting Partial open feature 1011'10 140°F built In On/Off svdtch •12°C to 62*C Malltinl 130101100 built in alarm reset switch Heater kit recommended(or colder environments Fail Sofa: Push gate open Twat ISVACconven?enceuullelsforaccessor lransfom+ers Fall Secure: Keyed release optional y S n� Woltiht Automatically assumes fail-sofa mode Approximately 125•(05 lbs(59.04 hp) when an entrapment condition exists Operator (tit Pot isforptug•Inopenandrovareeloopdolactora.OKSptug- Wa1'Ya11ty includes chain brackets,hardware,and In doleclma only 5-year limited factory warranty 20-fact(6 m)of A40 chain Cale Tacker repouting output provides o eralor dais to access control system Distributed by: Safety (bKS systems with card access only) External obstruction sensing devices must be used with this operator 1300ni(1NG:INC. 120 GIasgorrAvenue,Ingle%••ood.Cal,fornfd 00301 U.S.A. Tet:310.645.0023 FAX:310.641.1586 wvnv.doarking.com P 2010 All Rights reserved, Productspecifications may changeyrithoul notice. Hev'88/10 IVII:1VIl11�tit – _�_�. _ �.. -- — r =J : flAt'AFencean ^'1 � inn 7DA °onto IYVR 1 a•,,: •s•gsu�G , �a00. nasoeiallon .,,., - AS;OC1430.4 •ty-'"3' ,�r;•• �N N Page 1 of 1 Tim u• .. Wheatland F-A Weight Ho . _':.,._,X� �`7��V'a�]Z,e, Schedule 40 F-lence FramewoA Wheadfutd F-10&3 is the original specified fence framework used for conunercial,htdushinf and idgi►security work. Whetd mid is the lending supplier of Pull«eight.Schedule 40 domestic fence framework,When the specification require Schedule 40 pipe,Wheatland's F-1083 Is the cleat'choice.Our ISO O 2 cert.ifidrd CN facility produces the finest Schedu products in the world and is supported by over 125 yems of prompt,latowledgeable and personalized service. N Meets or exceeds requirements of AS'CM F-1083. ■//host extensive size range of any fence flrtunewo product type 1318"through 8 ISM". ■Meets or exceeds requirements of ASTM F•1043. M 77pe only Schedule 40 pipe coated with lead-free 0 Hot dip galvanized and coated with chromate galvanizhrg. inside and out for protection agahmt corrosion and white rust. a 1.8 oz,or 2.0 oz.pure zinc coating thickness ava ■only Wheatland can combine shipments of P-1093 IN Pull weight Schedule 40 wall thickness. on the same truck with Industrial,conunercial and residential fence tubing and galvanized square tubing. http-Hw,,vw.spsfence.com/Files/W'HEATLANDSCH40I.jpg 5/12/2011 V Page 1 of I Proprietaty identificatlon nuu idtig system Including lotud 1.8 0/or 2,0 oz pure lead free zinc=tlni;lnside and out 41; ago 0womnte coathig inside mtd out for protectiou against corrosto.and widte rust CrrTlrICATION Wheatland Ttdn Comptuty will cell* that all Wheats aid F-108:3 fence pipe r is wanxifactured In the USA and Is In compliance wills applicable local, state wid federal specifications. "WHEATLAND USA ASTM F•1083 SCH 40" is proudly disphWed on each length of P-1083 pipe. st) Cif s, `f Wheatland F 10&9 meets or exceeds the follow0►g code cet'ttllentions: •Anteriewi Assoclations of State Wheatland F-1083 Pipe Sizes liighway and llimsfroriation Officials AASIrM 11181 Fence Nominal pipe oedmal Wall filoknessWotght pieces •Federal Specifications RR-F-191i2l) Indu" sixes Equivalent O.D. per Oft and RR F=lpll ld DA. Inches (Metric) Inches mm Inches (nim 11311t (kgrml N"* l 26 1.316 33.4 0.133 3.38 1.48 2.6 65 •Corps of Enginoe►s CE05-02831 I 6/8" 11/4 32 1.460 42,2 0.140 3.66 2.27 3.4 1 42 •Ikpadment of the Navy NF'GS-02>3.31 •Department of 11mModation 17/8" 1112 40 1.900 48.3 0.145 3.68 2.72 4.0 36 Federal Amimutics AdnihiLstralion 2 3/8" 2 1 60 2.376 60.3 0.164 3.91 3.66 6.4 26 AC160/En370•10A MINI F162 •U.S.Deportment of Justice-Fetirral 2 7/8" 21/2 1 65 2.8761 73.0 0.203 5.16 5,79 8.0 18 Bluv.au of ins "* 3 80 3.600 88.9 0.216 5.49 7.68 11.3 14 •ASPM specification F-1043 Standard Siwificatton for Stre.not and 4" 112 90 4.000 101.4 0.226 5.74 9.11 13.4 12 proteca"T coatiro 6 160 4.626 168.3 0.280 7.11 18.97 28.2 NIA •Aniedcvt institute of Arcldteds(AIA) 8591* 8 200 8.626 219.1 0.322 8.18 28.65 42.6 NIA MASTERSPEC •Miese slrxs stenciled A=A-63 which exceeds AMI-P-10 requitement& •AMI Spednea ion F 10K3 . Specif cail+ms.illustrated nuiterlat and desaipmons we accluate its known at ante of publication and are subject to change without nullce. Wheatland Tube Company cal trsfor prompt sernnce. �l DIVISION OF JOHN MANEELY COMPANY 800-257-8182 Corporate Office: 9W Haddon thrnue,Collingswood,NJ O8108.8002578182 Fax 8%4U" 03)6 9-01- rhL..n 11.111!1.V-1, AV-k%.-. VA,tV.m.nii nm un,modbul PA ,," \��� http://vnvw.spsfence.com/FilesAVHEATLANDSCH402.jpg 5/12/2011 Massachusetts-Department of Public Safety AM Board of Buildin.-Regulations and Standa rdi s Construction Supervisor License License: CS 103742 Restricted to: 00 ERIC AUBREY 85 OAK ST BILLERICA, MA 01852 Expiration: 10117/2013 ('+rmmisyinncr Tr#: 103742 ` — �coMMDNWEALTH OF MASSACHUSETTS ills 1115 ! REGISTERED MASTER ELECTRICIAN ISSUES THE ABOVE LICENSE TO: NEXAMP INC 21-HIC14 STCAVEENEY STE 209 NORTH ANDOVER MA 01845-2607,`y 16175 A 07/31/13 847648 X11