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16B-003 (10) 100 BRIDGE RD BP-2016-1267 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16B-003 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:Zoning Permit BUILDING PERMIT Permit# BP-2016-1267 Project# JS-2016-001378 Est. Cost: $370500.00 Fee: $0.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VANGUARD MODULAR BUILDING SYSTEMS 064597 Lot Size(sq.ft.): 963547.20 Owner: NORTHAMPTON CITY OF J F KENNEDY SCHOOL Zoning: URA(100)/RI(81 /�44)/SR(0) Applicant: VANGUARD MODULAR BUILDING SYSTEMS AT: 100 BRIDGE RD Applicant Address: Phone: Insurance: 152 SYLVAN ST 3RD FLR (978) 739-9390 WC DANVERSMA01923 ISSUED ON.5/2/2016 0:00:00 TO PERFORM THE FOLLOWING WORK-36 X 60 MODULAR BLDG FOR RECREATION OFFICE SPACE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTyne: Date Paid: Amount: Building 5/2/2016 0:00:00 $0.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1267 APPLICANT/CONTACT PERSON VANGUARD MODULAR BUILDING SYSTEMS ADDRESS/PHONE 152 SYLVAN ST 3RD FLR DANVERS01923 (978)739-9390 PROPERTY LOCATION 100 BRIDGE RD MAP 16B PARCEL 003 001 ZONE URA(100)/RI(81)/WSP(44)/SR(0) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildinp,Permit Filled out Fee Paid Typeof Construction: ZPA-36 X 60 MODULAR BLDG FOR RECREATION OFFICE SPACE New Construction Non Structural interior renovations Addition to Existinp- AccessoU Structure Building Plans Included: Owner/Statement or License 064597 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION PRESENTED: 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 Sewer Availability Septic Approval Board 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 DV lay Signature of Buildin fficial 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. Versionl.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Ddveway Permit LrAngJ 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans oEPr of Qu;�oENU INSPECP10NS4�On 413-587-1240 Fax 413-587-1272 Plot/Site Plans NORlNAMi'TON,MA Gt(380 F�� Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office JJ r F /4r1/1 f d y sc./vec Map Lot 00 / Unit 10 MA-IN S ,--e k Zone Overlay District N1-'11ktMP +drs filA 01a60 Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 1 Name(Print) I U Pry 1"� Current Mailing Address: C01.1y 4113 -S 97 - /d�U Signature Telephone 2.2 Authoriz d Ackt: edvior 6C Name(Print) j �jllli� Current Mailing Address: Sol Signature " Telephone M SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 3 3b ! eoo (a)Building Permit Fee 2. Electrical Dice (b) Estimated Total Cost of / Construction from 6 3. Plumbing / 5 UU Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection jt Coo 6. Total=(1 +2+3+4+5) SOD Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. �J Of Proposed Work: {)CSS, t.1 �/ e�",I 5+A /I n- t!G � l��l� i4,� 6�1� '7 SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 113 ❑ B Business 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1St 1St 2nd 2nd 3rd 3rd 4th 4th Total Area(so Total Proposed New Construction(so a, to 0 Total Height(ft) Total Height ft 7 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private ❑ Zone Outside Flood Zone Municipal On site disposal system❑ 8. NORTHAMPTON ZONING Versionl.7 Commercial Building Permit May 15,2000 Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear 15 Building Height j�! Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DONT KNOW © YES IF YES, date issued: ,,2 J)-') I I& IF YES: Was the permit recorded at the Registry of Deeds? NAn4n IeC+u"in! NO Q DON'T KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © DON'T KNOW Q) YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 117\ NO IF YES, describe size, type and location: Pub!1C sc GO I S1k D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO ("Zh IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-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) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor '-p V/�!'��WWP 016 OUI� �U,t(�1 �� 5 Not Applicable ❑ Company Name. Responsible In Char a of Construction A 2 3 Address 93), VX) Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, -04 1\6 s O e of the subject property h reby authorize Iw y� �YU�- `'W' o�DM� to a T� f in all matters relative to work authorized by this building permit application. /] S n ure of r Date Was Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. &FRT- �. Print Name Signatu of Owner/Agent I Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: /] Not Applicable ❑ Name of License Holder: License Number C�-✓iAl doe cs -o&yX97 Address Expiration Date A& Sig a ure Telephone 4a I CTION 13-WORKERS'CO ENS 1 TION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must 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 City of Northampton 212 Tvfain Street, Northampton, MA 01060 Solid Waste Disposal .Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: The debris will be transported by: D\,nCY4-1 The debris will be received by: ►1,`�-e� j,� � � >, } �� (✓mssP� Building permit number: Name of Permit Applicant VAN U �� o�v�►�►� 3N,16 yl(-1116 Date Signature of Permit Applicant / ► Mark Line a November 11'", 2014 Renee Santeusanio Vanguard Modular Building Systems 152 Sylvan Street,3rd Floor Danvers,MA 01923 Re: Certified Provider& Installer of Modular Buildings Dear Renee , This letter certifies that Vanguard Modular Building Systems is an authorized and certified provider and installer of Mark Line Industries' modular buildings. i Regards, Mark Line Industries Terry Siegrist i I` I' �i i L i www.marklineindustries.com Mark Line—Pennsylvania Mark Line—Indiana 502 Alexander Drive L�w e, hjtW?�y S=co Z9W 51687 county road 133 Ephrata,PA 17522 Bristol,in 46507 Tel: 717.733.1315 Tel:574.825.5851 Fax:717.733.1963 Fax:574.825.9139 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 12 1 Congress Street, Suite 100 Boston,MA 02114-2017 V ipwip.mass.govIdia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Vanguard Modular Building Systems, LLC Address:3 Great Valley Parkway,Suite 170 City/State/Zip:Malvern, PA 19355 Phone#:800-448-6772 Are you an employer?Check the appropriate box: Type of project(required): 1,El I am a employer with_ 4. FEJ I am a general contractor and 1 6. 1*0 New construction employees(full and/or part-time).* have hired the sub-contractors — 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition workingfor me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp, insurance.t required.] 5. EJ We are a corporation and its I Of]Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.171 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.n Roof repairs insurance required.)t c, 152,§1(4),and we have no employees. [No workers' 13.171 Other comp. insurance required,] I I *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors 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. lain an einployer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date:_ Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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$250.00 a day against the violator. Be advised that 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 an"denalties of perjury fit of the information provided above is trite and correct. ,611 'I, 11,/, -7 - :-�; ;/1</ 03/24/2016 Sivriature: E Date: Phone .�3 z Z4 Official use only. Do not write in this area,to be completed by ci&or town official. City or Town: Permit/License Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: VANGMOD-01 HAEC A R" CERTIFICATE 4F LIABILITY INSURANCE DATE A E(MMI YY) O�6 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(les) 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 (610)280-0410 N M :ICT- Christine EHaeussler Engle-Hambright&Davies,Inc, PHpp� AtC,No.Extl:{800)627-3732 236 FiffAIRC,Na}:(610)280-0703 360 Eagleview Blvd E-MAIL Suite 110 ADDRESS:cehaeussler@ehd-ins.com Exton,PA 19341INSI URER(S1 WORDING COVERAGE i MAIC 0 _.__ _._ INSURER Charter Oak Fire Insurance Company___ 25616_ INSURED Vanguard Modular Building Systems, LLC INSURERB:Travelers Indemnity Company _ 26668 3 Great Valley Parkway INSURER c:Travelers Property Cas.Co of America 26674 Suite 170 INSURER D:Travelers Casualty C9mpany_of CT 26666 Malvern,PA 19355-1417 INSURERE:Atlantic Specialty Insurance Company 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 MAY HAVE BEEN REDUCED BY PAID CLAIMS. I,% . .��_ ___._-.. UBR _- ___.._. . .....---- IC EFF 2%.EX.... ___ _... .. _......_ LTYPE OF INSURANCE POLICY NUMBER M 1 DIYYYY M 1 u Y1 LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE'TOWRTEO` " }CLAIMS-MADE U OCCUR X X 630-6C163673•COF-16 1213112016 1213112fl16 pREMI ES Me occu(rence), S 300,000 MED EXP(Anyone person) 9 10,00 PERSONAL&AOV INJURY S 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 ( PRO- --_ POLICY�JECT [-x I LOC PRODUCTS•COMPIOPAGO 5 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMITS 1,000,000 (f�ccidenl) � _�... B X ANY AUTO X X �BA•6Ci 63673-IND-15 1213112416 12/3112016 BODILY INJURY(Per person) S AALL UTOS OWNED AUTOSULED -- BODILY INJURY(Per accident) S NOWOWNED { PROPERTY DAMAGE S HIRED AUTOS AUTOS 1 {PeracctQen1) _ $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE S 11,000,00 C EXCESS LIAR CLAIMS-MADE X j X CUP-6C163673-TIL-16 1213112016 1213112016 AGGREGATE S 11,000,000 DED X RETENTION s 10.000 S WORKERS COMPENSATIONPER X _ AND EMPLOYERS'LIABILITY Y t N STATUTE k" L ER D ANY PROPRIETORIPARTNERIEXECUTIVE X YT-UB-6C16910A-16 12131/2016 12131/2016 1_91 EACH ACCIDENT $ 1,000,000 OFfICEFVMEMBER EXCLUDED? N N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 lI yas.describe under DESCRIPTION OF OPERATIONS below E1 DISEASE-POLICY LIMIT S 1,000,000 E Installation Floater 710033173.0003 12/3112016 1213112016 Limit:$1,000,000 Deductible:$10,00 E Leased I Ranted Equipment 710033173.0003 1213112016 1213112416 Limit:$160,000 Deductible:$5,000 DESCRIPTION OR OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached N more space Is required) The City of Northampton Is noted as an Additional Insured on the General Liability,Automobile,and Umbrella policies only If required by written contract and to the extent required by written contract,subject to policy terms,conditions,limitations,and exclusions.Waiver of subrogation applies to the General Liability,Business Automobile,Umbrella and Workers'Compensation and Employers Liability policies only if required by Written contract subject to the policy terms,conditions,limitations,and exclusions and permitted by state law. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The City of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 240 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton,MA 01060- AUTHORIZED REPRESENTATIVE IL t 191988-2414 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD VANGUARD MODULAR BUILDING SYSTEMS Project# 36169: City of Northampton Installation of Modular Building at the J.F.K. Middle School Site Location: 100 Bridge Road, Northampton, MA Subcontractors: AIM Plumbing & Heating PO Box 520 Assonet, MA 02702 Workers' Comp Policy #: WCC-500-5009577 Waterman Excavating, Inc. 2 Gavin Ave. Adams, MA 01220 Workers' Comp Policy #: AWC-400-7030752-2015A Nutmeg Technologies/ACE Technologies, Inc. 279 Nutmeg Road South South Windsor, CT 06074 Workers' Comp Policy #: WC902424200 Certificates Attached 152 Sylvan Street,3rd Floor• Danvers, MA 01923• p:978.739.9390-800.448.6772•f:978.739.9383 -�� AIMPLA OP ID: DC AC�Rp� CERTIFICATE OF LIABILITY INSURANCE D 0312512016 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(les)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 WM.F.Borhek Insurance Agency NAMHalifax House Acct NE 311 Plymouth Street WC,No E :781-293-6331 A1C No):781-293-2171 Halifax,MA 02338E-MAIL Halifax House Acct ADDes: INSURERS)AFFORDING COVERAGE NAIC 0 INSURER A:Travelers Casual SSu reCo. 524126 INSURED A.I.M.Plumbing and INSURER B:AEIC 11104 Heating, 20 INSURER C:Utica National Insurance Group 25976 c. P.O.Box 5 520 P Assonet, MA 02702 INSURER D: INSURER E 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 WriH 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. INISPOLICY El LTR R TYPE OF INSURANCE AOOL SUBH POLICY NUMBER MMID MMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $HtNitU 1,000,00 CLAIMS-MADE a OCCUR 80-392M8096 10/28/2015 10/2812016 PREMISES Ea occurrence $ 300,00 X Xtend End — X BLANKS XCU MED EXP(Any one person) $ 5,0 nd PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,0 POLICY a PEO 0 LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER $ AUTOMOBILE LIABILITYO accident)5771 LE LIMI $ 1,000,00 C ANY AUTO BAC4711101 11104/2015 1110412016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAO X OCCUR A X EXCESS LIAR EACH OCCURRENCE $__ 5,000,00 CLAIMS-MADE EX-392M8096 10/2812015 1012812016 AGGREGATE $ 5,000,00 DEO I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY B ANY PROPRIETORrPARTNEREXECUTIVE Y 1 N CC-500-5DO9577 10/2812015 10/28/2016 E.L.EACH ACCIDENT $ 500,00C. OFFICERIMEMBER DCCLUDED? N I A (Mandatory in If yes,describe under E.L.DISEASE•EA EMPLOYEE $ 500,00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 A INLAND MARINE 80-392MB096 10/2812015 10/28/2016 FLTR 11,000 DED 1,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS)VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached S more space Is required) Certificate Holder is listed as additional insured on general liability overage when required by written contract. CERTIFICATE HOLDER CANCELLATION VANGUAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VANGUARD MODULAR THE EXPRA710H DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING SYSTEMS 152 SYLVAN STREET AUTHORIZED REPRESENTATIVE DANVERS, MA 01923 Halifax House Acct O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ACCO CERTIFICATE OF LIABILITY DATE(MWDD/YYYY) TY INSURANCE 2/24/2016 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 CONTACT Kathleen O'Brien Coakley Pierpan Dolan & Collins Insurance Agency PHONE (413)664-9366 AIC Noll:(413)664-4723 26 Union Street ADDR1ESS:kobrien@cpdcinsurance.com INSURERS AFFORDING COVERAGE NAIC q North Adams _ MA 01247 INSURERA West American Insurance Co. 44393 INSURED INSURERS-Ohio Casualty Ins Co. _ _ 24074 Waterman Excavating, Inc. INSURERCAIM Mutual Insurance Company 2 Gavin Ave INSURER D: INSURER E: Adams MA 01220 INSURER F COVERAGES CERTIFICATE NUMBER:2016 - 2017 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. INSRA SWIM LTR TYPE OF INSURANCE VWVDPOLICY NUMBER MMIDIDrfYYYI EFF PWD Y EXPDfYYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A ,CLAIMS-MADE ❑X OCCUR DAMAGE PREMISES TOEa occurrence $RENT D 300,000 X Y BRW53574657 1/1/2016 1/1/2017 MED EXP(Any one person) $ 15,000 -- ---- ----- PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PEC LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Expense Mod Factor 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS X AUTOS BA053574657 1/1/2016 1/1/2017 BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE -- AUTOS Per accident $ PIP-Basic $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION X PER TH- AND EMPLOYERS'LIABILITY YIN STATUT ER ANY PROPRIETOR/PARTNER/EXECUTIVE � OFFICERIMEMBER EXCLUDED? L'N N/A E.L.EACH ACCIDENT $ 500,000 C (Mandatoryin NH) AWC-400-7030752-2015A 6/19/2015 6/19/2016 E.L.DISEASE"EMPLOYE 500000 Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE 500 000 A Contractor's Equipment BKW53574657 1/1/2016 1/1/2017 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) VANGUARD MODULARY BUILDING SYSTEMS, LLC & SCHIAVI LEASING CORPORATION, ATIMA ARE ADDITIONAL INSURED'S WITH RESPECT TO GENERAL LIABILITY WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT. WAIVER OF SUBROGATION IN FAVOR OF CERTIFICATE HOLDER INCLUDED ON GENERAL LIABILITY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Vanguard Modular Building Systems, LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Schi.avi Leasing Corporation, ATIMA ACCORDANCE WITH THE POLICY PROVISIONS. 3 Great Valley Parkway Ste 170 Malvern, PA 19355 AUTHORIZED REPRESENTATIVE f� K O'Brien/KATOBR ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(91114011 NUTME-6 OP ID:PJ CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) 03/08/2016 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(iss)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 ONTACT Serra&DelVecchio Insurance NAME: Michelle Hinckley 386 Main Street 2nd Floor PHONE. E,):860-346-9661 Fac N,,860-343-1511 Middletown,CT 06457 E-MAIL - Justin J.DelVecchio ADDRESs:michelle@sdinsurancegroup.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Selective Insurance 12572 INSURED Nutmeg Technologies INSURER 8: Ace Technologies,INC dba — - 279 Nutmeg Rd S INSURER C: South Windsor,CT 06074 INSURER D: INSURER E: 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 MAY HAVE BEEN REDUCED BY PAID CLAIMS. /N SR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVQ POLICY NUMBER IM1WDDNYYY1 (MWDDNYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY DAM�gTGOURRENCENCE $ 1,000,00 CLAIMS-MADE N OCCUR S219053800 12/17/2015 12/17/2016KtNILIJ PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY❑ PRO- - - JECT D LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A X EaaccdeM $ 1,000,00 ANY AUTO MY100628300 12/17/2015 12/17/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOSDAMA NON-OWNED PROPERTY GE AUTOS Per accident) $ UMBRELLA LIAB OCCUR A EXCESS LIAB CLAIMS-MADE S219053800 12/17/2015 12/17/2016 EACH OCCURRENCE $ 5,000,00 - AGGREGATE $ 5,000,00 DED X RETENTION$ 0 $ WORKERS COMPENSATION YIN PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER _ A ANY PROPRIETOR/PARTNER/EXECUTIVE WC902424200 12/17/2015 12/17/2016 E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED? ❑N/A $ 500,00 If in and E.L.DISEASE-EA EMPLOYEE $ 500,0 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER IS ADDED AS AN ADDITIONAL INSURED AS RESPECTS THE INSUREDS OPERATIONS AND AS REQUIRED BY SIGNED CONTRACT.COVERAGE IS PRIMARY OF SNON-CONTRIBUTORYBAIIS FFOGENERAL GENERALL LIABILITY AUTO AUTTO AND WORKERS COMPENSATION (UMBRELLA IS FOLLOWS FORM) CERTIFICATE HOLDER CANCELLATION VANGMOD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VANGUARD MODULAR BUILDING THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SYSTEMS LLC AND SCHIAVI ACCORDANCE WITH THE POLICY PROVISIONS. LEASING CORPORATION ATIMA 3 GREAT VALLEY PARKWAY STE170 AUTHORIZED REPRESENTATIVE MALVERN, PA 19355 �—t , � _� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r 5x' � n aig M�Mk f 4{ � 'f r �rcn' Yik 'Z. t : l C� � f Bk: 12235 Pg: 101 Planning-Decision City of Northampton Hearing No.: PLN-2016.0024 Date: February 29, 2016 APPLICATIONSintermediate TYPE: SUBMISSION DATE: I�INII II��I�N�i PBlntermediate Site Plan 2!2/2016 s Applicant's Name: Owners Name. 60000 71 NAME: NAME` Bk: 12235Pg: 101 Page: 1 of 2 ( NORTHAMPTON CiTY OF NORTHAMPTON CITY OF J F KENNEDY SC Recorded: 04101!2016 12:16 PM ADDRESS: ADDRESS: Central Services Dept 210 MAiN ST 240 MAIN STREET TOWN: I STATE: ZIP CODE TOWN: STATE: ZIP CODE: 7 NORTHAMPTON MA 01060 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: EMAIL ADDRESS: EMAIL ADDRESS: 1 Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 100 BRIDGE RD URA(100)/Ri(81)1WSP(44)/SR(0)/ TOWN: ACTION TAKEN: ADDRESS: FLORENCE MA 01062 Approved With Conditions MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: 168 1 003 001 _Chpt.350-11:Site Plan Approval TOWN: STATE: ZIP CODE: Book: age: f363 020 PHONE NO: FAX NO.: r EMAIL ADDRESS: NATURE OF PROPOSED WORK a Construct 36 X 60 MODULAR building for Parks and Recreation Department Headquarters HARDSHIP: CONDITION OF APPROVAL: 1) All utility connections must meet Department of Public Works standards. 2). Prior to any site work,adequate tree protection measures shall be Installed to protect deciduous trees on the abutting parcels of 204 and 212 Spring Grove Ave. Any such measures shall be determined by the City's Tree Warden. 3). The light over the south building entrance shall be turned off when the building is not occupied. 4). Landscape shrubs shalt be interspersed between and offset from the proposed Red Cedars unless the landscape architect determines in writing that such planting will not thrive and/or will inhibit the growth of the Red Cedars. FINDINGS: The Planning Board approved the request by Central Services Department for the City of Northampton for Site Plan Approval based upon the following information and pians submitted with the application: 1.Site Plan Review Set,City of Northampton Parks and Recreation Modular Building by The Berkshire Design Group,Inc.Revised Date February 24,2016.Sheets LIDO,L101,L102,L201. 2.Modular Siding Trim Details Photographic Illustration. 3.Proposed Building Layout In granting the Site Plan the Board determined that the criteria In 11.6 had been met. A. The requested use protects adjoining premises against seriously detrimental uses.The addition of the small office on the school grounds will be shielded from the abutting residential property with fast growing evergreen trees,overflow stormwater will be directed to existing infrastructure after infiltrating on site. S. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets.The building will share parking with JFK school-no additional parking is required Bicycle storage has been provided.The building is accessible from the existing sidewalks that connect to Bridge Road and the abutting residential neighborhood.;and: 1 C.The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets In the area as it relates to landscaping,drainage,sight lines,building orientation,massing,egress,and setbacks. The recreation office use brings the administrative function to JFK site from which many recreational programs are operated. D. The requested use will not overload,and will mitigate adverse Impacts on,the City's resources,including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. i i GeoTMSO 2016 Des Lauriers Municipal Solutions,Inc. i i i 1 Bk: 12236 Pg: 102 i Planning-Decision City of Northampton Hearing No.: PLN-2016-0024 Date: February 29,2016 E. The requested use meets any special regulations set forth in this chapter-there are none related to a municipal office use. F.Compliance with the following technical performance standards: (1)Curb cuts onto streets shall be minimized.Access to businesses shall use common driveways,existing side streets,or loop service y roads shared by adjacent lots when possible,More than one curb cut shall be permitted only when necessary to minimize traffic and safety impacts. No site changes are necessary to accommodate the recreation office building. (2)Pedestrian,bicycle and vehicular traffic movement on site must be separated,to the extent possible,and sidewalks must be provided between businesses within a development and from public sidewalks,cycle tracks and bike paths.All projects shall include sidewalks and tree belts abutting the street,except where site topography or other limitations make them infeasible.In such cases where the sidewalk is infeasible,the developer shall install an equal number of feet of sidewalk and/or tree belt in another area of the community as deemed by the Planning Board or Office of Planning and Sustainability.All sidewalks meet: (a)are constructed of cement concrete.. (b)Ramps allowing access to the sidewalk and street by variously abied persons shall be required at the corner or within the curb area (I immediately adjacent to the sidewalk. 1 COULD NOT DEROGATE BECAUSE: i i { FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 2/4/2016 2/16/2016 3/10/2016 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: RNAL SIGNING BY: APPEAL DEADLINE: 2/11/2016 41712016 2/25/2016 3/10/2016 3120/2016 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: j 2/11/2016 2/25/2016 1 2/25/2016 2/29/2016 SECOND ADVERTISING DATE: HEARING TIME: OTING DEADLINE: DECISION DEADLINE: 2118/2016 8:15 PM 5/25/2016 5/25/2016 _ MEMBERS PRESENT: VOTE: " Theresa(Tess)Poe votes to Grant --•---— ,.�1 r — — ' William Grinnell votes to Grant `! votes to Grant - i Alan Verson - John Lutz votes to Grant �— - Karla Youngblood votes to Grant � - - Debin Bruce votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Theresa(Tess)Poe Milian;Grinnell 6 Approved with Conditions MINUTES OF MEETING: Available on the city website: www.northamptonma.gov/ 1, Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I cert• hat a copy of this decision has been mailed to the Owner and Applicant. Notice of Appeal j An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL ChapL 40A,Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. a i i 3 1 i i t t GeoTM SOD 2016 Des Lauriers Municipal Solutions,Inc: F Bk: 12235 Pg: 103 I x 1 E March 22,2016 I,Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Planning Board was filed in the Office of the City Clerk on February 29,2016,that twenty days have elapsed since such filing and that no appeal has been filed in this matter, i Attest. City Cler City of Northampton i AT MT: HAMPSHIRE, RPJ(i}TBTER MARY60LBERDW } Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildin s and Building Com onents To: Linda Shea,Manufactured Buildings Program Phone Number: Date Transmitted Linda.shea@state.ma.us 508-422-1955 Commonwealth of Massachusetts 50 Maple Street Board of Building Regulations and Standards Suite One Milford Massachusetts 01757-3698 The person forwarding material shall complete the following portion of this transmittal. Please print clearly or type required information. Name of Person Robin Powers MC Number TPIA Number Transmitting Material 1 130 103 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to identify the appropriate Use Grou transmitted items. Building plans for review and approval F-3664 S/N PA-029982-84 B Building plans forwarded as a record copy for your files(review not required). Revised building plans for review. (Please clearly identify revisions on the Tans. Revised building plans forwarded as a record copy for your files review not required-Please clearly identify revisions on theplans.) When submitting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please indicate the BBRS\DPS Identification Number on all applicable materials. Modifications to programs,manuals or drawings shall be accompanied by an index which clearly identifies which pages are to be removed and which a es are to be replaced. Check the appro riate box for materials transmitted Compliance Assurance Programs Original submission Modification to: Calculations Manual Original submission Modification to: Installation Manual Original submission Modification to: Systems Drawings Original submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBRS No. Also,identify the requested action. Site Location:100 Bridge Road NortHampton,MA The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable. Signed by: Date:4/12/2016 �WiY//�i!zLf?PA,tY S\mfg\forms\mfgtransmittal-Revised April 2015 Structural Calculations For PA-029982-84 MA Description page Codes 1 Wind Loads- 2-8 Seismic 9 T.R ARNOLD&ASSOCIATES,INC. Tie downs P.O.sox 1081 10 Elkhart,IN 46514 State(s) Massachusetts Braced Walls Accredited Evaluation and 11 Inspection Agency This document is certified as being in conformance 12a-12b t Frame/Floor _ with State Building Codes. 12 a—12 b Date Apr 12,2016 Approval of this document does not authorize a approve Connections any Mission a deviation from the requirements of 13-16 applicable State Laws. Mate Beams 17-20 Columns 21-22 Headers 23 Truss 24-25 Energy Compliance 26-28 Fenestration Documents 29-30 Roof Overhang _ __ __ __ 31-32 1�OF M JAY g wooD C� CIVIL Na,835M y GISTr'-�'t`4k� �OHAt Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol, IN 46507SHEET NO. 574-825-5851 CALCULATED BY Roger DATE 3/2/16 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2004 Occupancy: Occupancy Group= B Business Occupancy Category&Importance Factors: Occupancy Category= 11 Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr T.R ARNOLD&ASSOCIATES,INC. Building Geometry: P.O.Box 1081 Roof angle (8) 0.34/12 1.6 deg Elkhart,IN 46514 State(s) Massachusetts Building length(L) 60.0 ft Accredited Evaluation and Least Width {B) 39.3 ft Inspection Agency Mean Roof Ht (h) 11.8 ft This document is certified as being in conformance Parapet ht above grd 0.0 ft with State Building Codes. Minimum parapet ht 0.0 ft Date Apr 12,sols Approval of this document does not authorize or approve any omission or deviation from the requireme its of applicable State Laws. Live Loads: Roof 0 to 200 sf. 20 psf use 45.0 psf 200 to 600 sf: 45 psf over 600 sf 45 psf Floor: Typical Floor 50 psf Partitions __ 15 psf Corridors above first floor 80 psf Lobbies&first floor corridors 100 psf Balconies(exterior)-same as occupt 50 psf Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol, IN 46507 SHEET No._ 574-825-5851 CALCULATED BY Roger DATE 3/2/16 CHECKED BY DATE T.R ARNOLD a ASSOCIATES,INC. Wind Loads : ASCE 7-05 P.O.Box 1081 Elkhart,IN 46514 Basic Wind Speed 100 mph State(s) Massachusetts Importance Factor 1.00 Accredited Evaluation and Occupancy Category II Inspection Agency Exposure Category C This document is certified as being in conformance Enclosure Classif. Enclosed Building with State Building Codes. Internal pressure +/-0.18 Date Apr12,2016 Directionality (Kd) Q.85 Approval of this doament does not authorize or approve any mi ossion or deviation from the rer{uirements of Kh case 1 0.849 cable State Laws. Kh case 2 0.849 I Type of roof Gablef_Z) 2' Speed-up Topographic Factor (Kzt) x(daavrwuirnl) Topography Flat . Hill Height (H) 80.0 ft ,.' HJ2 H Half Hill Length(Lh) 100.0 ft Lh HJ2 Actual H/Lh - 0.80 r T Use H/Lh = 0.50 ' Modified Lh = 160.0 ft ESCARPMENT From top of crest:x= 50.0 ft Bldg up/down wind? downwind V(Z) z - H/Lh= 0.50 K, = 0.000 Speed-up xlLh= 0.31 K2= 0.792 ) x(u�nd) x(downwind) 11 z/Lh= 0.09 K3= 1.000 H/2H At Mean Roof Ht: LIQ H/2 Kzt=(1+KtK2K3)"2= 1.00 ...._. �.. 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 11.8 ft However,if building hB<4 then probably rigid structure(rule of thumb). B= 39.3 ft h/B= 0.30 Rigid structure /z(0.6h)= 15.0 ft G = 0.85 Using rigid structure default .. ......_...._............ Rigid Structure Flexible or Dynamically Sensitive Structure i3= 0.20 Natural Frequency (ril) 0.0 Hz I = 500 ft Damping ratio(0)= 0 Zmin= 15 ft /b= 0.65 c= 0.20 /a= 0.15 9clt 9v= 3.4 VZ= 84.4 Lz= 427.1 ft N.i = 0.00 Q= 0.93 Hn= 0.000 Iz= 0.23 Rh= 28.282 ri= 0.000 h= 11.8 ft G= 0.89 use G=0.85 RB= 28.282 ri= 0.000 Rt_= 28.282 0= 0.000 gR = 0.000 R = 0.000 G = 0.000 • Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol,IN 46507 SHEET NO. 574-825-5851 CALCULATED BY Roger DATE 3/2116 CHECKED BY DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building; All walls are at least 80%open. Ao z 0.8Ag Test for Partially Enclosed Building: Input Test Ao 0.0 sf Ao z I lAoi YES Ag 0.0 sf Ao>4'or 0.01Ag NO AD] 0.0 sf Aoi/Agi � 0.20 NO Building is NOT Agi 0.0 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao a 1.1Aol. Ao> smaller of 4'or 0.01 Ag Aoi/Agi< 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall In which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Reduction Factor for large volume partially enclosed buildings(110 If the partially enclosed building contains a single room that is unpartitioned,the internal T.R ARNOLD&ASSOCIATES,INC. pressure coefficient may be multiplied by the reduction factor Ri. P.O.Bog 1091 Elkhart,IN 46514 Total area of all wall&roof openings (Aog): 0 sf state(s) Massachusetts Unpartitioned internal volume (Vi): 0 Gf Accredited Evaluation and Ri= 1.00 Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize or approve any omission or deviation from the requirements of applicable Stale Laws. Altitude adjustment to constant 0.00266(caution-see code) -- Altitude= 0 feet Average Air Density= 0.0765 Ibm1ft3 Constant= 0.00256 Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 Cr 133 PROJECT NAME -_- - - - Bristol,IN 46507 _ SHEET NO. 574-825-5851 CALCULATED BY Roger DATE _ 3_/2/16 CHECKED BY DATE Wind Loads- MWFRS all h (Enclosedipartially enclosed only) Kh(case 2)= 0.85 h= 11.8 It GCpi= +/-0.18 Base pressure(qh)= 18.5 psf ridge ht= 12.4 ft G= 0.85 Roof Angle(e)= 1.6 deg L= 60.0 ft qi=qh Roof tributary area-(h/2)*L: 354 sf B= 39.3 ft (h/2)*B: 232 sf Nominal Wind Surface Pressures(psf) Wind Normal to Ridge Wind Parallel to Ridge B/L= 0.65 h/L=0.30 US= 1.53 h/L= 0.20 Surface CP ghGCP w/+q[GCO w/-gbGCpi Dist.* Cp ghGCP w/+q;GCj w/-ghGC, Windward Wall(WW) 0.80 12.6 see table below 0.80 12-6 see table below Leeward Wali(LW) -0.50 -7.9 -11.2 -4.5 -0.39 -6.2 -9.5 -2.9 Side Wall(SW) -0.70 -11.0 -14.3 -7.7 -0.70 -11.0 -14.3 -7.7 Leeward Roof(LR) '* Included in windward roof Windward Roof0 to h/2* -0-90 -14-1 -17.5 -10.8 0 to h/2* -0.90 -14.1 -17.5 -10.8 h/2 to h* -0.90 -14.1 -17.5 -10.8 h/2 to h* -0.90 -14.1 -17.5 -10.8 h to 2h* -0.50 -7.85 -11.18 -4.53 h to 2h* -0.50 -7.9 -11.2 4.5 >2h* -0.30 -4.71 -8.04 -1.39 >2h* -0.30 -4.7 -8.0 -1.4 **Roof angle<10 degrees.Therefore,leeward roof 'Horizantal distance from windward edge is included in windward roof pressure zones. Windward Wall Pressures at"z"(Psfl Combined WW+LW Windward Wali Normal Parallel Lk z Kz Kzt gzGCP w/+q;GCg; w/-ghGc l to Ridge to Ridge h= 0 to 15' 0.85 1.00 12.6 9.2 15.9 20.4 18.8 Sw LW / � `► Ww T.R ARNOLD k ASSOCIATES,INC. SW P.O.Box 1081 L �b Elkhart,IN 46514 State(s) Massachusetts CWIND �.DII28CIION Accredited Evaluation and V Inspection Agency WarpNORbM TO Rmaa This document is ceded as being in conformance � with State Building Codes. Date Apr 12,2016 YJR Approval of this document does not authorize of approve any omission m deviation from the requirements of a icade Slate Laws. _SW �ur�• yam DrRECiI0 1yrrRY P/t M m�O Rmnc NOTE: LW sW See figure in ASCE7 for the application of full and partial loading '� wR of the above wind pressures.There are 4 different loading cases. Parapet z Kz Kzt qp(ps0 0.0 ft 0.85 1.00 0.0 i== Windward parapet: 0.0 psf (GCpn=+1.5) Leeward parapet: 0.0 psf (GCpn=-1.0) i Windward roof overhangs(add to windward roof pressure): J12.6 psf(upward) >< u' ►►�,nam Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133PROJECT NAME------ -------___.--- -.... Bristol, IN 46507 SHEET NO. 574-825-5851 CALCULATED BY Roger DATE 3/2/16 CHECKED BY DATE Wind Loads - MWFRS h560'(Low-rise Buildings) Enclosed/partially enclosed only Kz=Kh(case 1)= 0.85 Edge Strip (a)= 3.9 ft Base pressure(qh)= 18.5 psf End Zone (2a)= 7.9 ft GCpi= +/-0,18 Zone 2 length = 19.6 ft Wind Pressure Coefficients Transverse Direction Longitud1fial Direction Perpendicular 8=1.6 deg Parallel 0=0.0 Surface GCpf w/-GCpi w/+GCpi GCpf w/-Gcpi wl+GCpi 1 0.40 0.58 0.22 0.40 0.680.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 T.R ARNj SSOC TES,INC. 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 ox los 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 4 7 E 0.61 0.79 0.43 0.61 0.79 0.43 states) ssachu efts 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 AccEvaluati and3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 on Age y4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 This documeed as bein n conformance uilding Co s.DaApr 12, 16Approv of ies nM a prize or arrow: Nominal Wind Surface Pressures(psf) any omissinnnrdeviation rt the rem„rementsnf 1 10.7 a icade Stale Laws. 4.1 10. 4.1 2 -9.4 -16.1 -9.4 -16.1 3 -3.5 -10.2 -3.5 -10.2 4 -2.0 -8.7 -2.0 -8.7 5 -5.0 -11.6 -5.0 -11.6 6 -5.0 -11.6 -5.0 -11.6 1 E 14.6 7.9 14.6 7.9 2E -16.4 -23.1 -16.4 -23.1 3E -6.5 -13.1 -6.5 -13.1 4E -4.6 -11.3 -4.6 -11.3 Parapet Windward parapet= 0.0 psf (GCpn=+1.5) Windward roof Leeward parapet= 0.0 psf (GCpn=-1.0) overhangs= 12.6 psf (upward)add to windward roof pressure Horizontal MWFRS Simple Diaphraam Pressures(psf) VRI40WARD Transverse direction(normal to L) OVERMK° M VANDWARDROO'' L&FLWARI?CLOOF Interior-Zone:-Wall--,-- __..._12.7-psf___.__ -__ .._ rr-r-r� Roof 5.9 psf ** _____ End Zone: Wall 19.2 psf -' Roof -10.0 psf ** Longitudinal direction(parallel to L) Bit Interior Zone: Wall 12.7 psf TRANSVERSE ELEVATION End Zone: Wall 19.2 psf f-Q WVP&-'kR- P'00F t f f f f� fQ�f-i t.F.RwwJ11101RooF ** NOTE:Total horiz force shall not be less than that determined ( I I j I i i VERTICAL by neglecting roof forces(except for MWFRS moment frames). Ln or 2 LONGFI'UDINAL ELEVATION Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol,IN 46507 SHEET No. 574-825-5851 CALCULATED BY Roger DATE 3/2/16 CHECKED BY DATE Location of MWFRS Wind Pressure Zones 4 3 ZONE 2_lessor of �3 6 0.5-B or 2.5 h 4 If 2 is negatirre 4E 3E .% 2 4E 3E �2 bE 2E 2E It`' 2= fin CASE A �tfL�iLl DIRECTION CASE 8 RANGE NVWD DIRECTION RANGE NOTE:Torsional loads are 25%of zones 1 -6.See code for loading diagram. T.R ARNOW A AssocIAUs,INC. P.O.Box 1081 Elkhart,IN 46514 ASCE 7__DO and ASCE 74A Q 12*na+ state(s) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize a approve any omission or deviation ham the requirements of 6 applicable Slate Laws. .4 3 ,rJ ZONE 2:lessor of 0.5Bor2.5h -4 3 -If 2 is negative ..4E 3E s'`` 2 2 ,6/� 2E 5 � 6 ° WIMI DIRECII0IN lE '4VIh'DDIRECTiQN Transverse Direction Longitudinal Direction NOTE:Torsional loads are 25%of zones 1 -4.See code for loading diagram. ASCE 7 -02 and ASCE 7-05 Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol,IN 46507 SHEET NO. 574-825-5851 CALCULATED BY Roger DATE 3/2/16 CHECKED BY DATE Nominal Wind Pressures Wind Loads -Components & Cladding : h <=60' Kh(case 1)= 0.85 h= 11.8 ft Base pressure(qh)= 18.6 psf a= 3.9 ft Minimum parapet ht= 0.0 ft GCpI= +/..0,18 Roof Angle(9)= 1.6 deg Type of roof= Gable Roof GCp+/-GCpI Surface Pressure(psf) User Input Area 10 sf 50 sf 100 sf 108f 1 50 sf 100 sf 20 sf 1 30 sf Negative Zone 1 -1.18 -1.11 -1.08 -21.8 -20.5 -19.9 -21.2 -20.9 Negative Zone 2 -1.98 -1.49 -1.28 -36.6 -27.5 -23.6 -32.7 -30.4 Negative Zone 3 -2.98 -1.79 -1.28 -05.0 -33.1 23.6 -46.6 -40.1 Positive All Zones 0.48 0.41 0.38 10.0 10.0 10.0 10.0 10.0 Overhang Zone 18.2 -1.70 -1.63 -1.60 -31.4 -30.1 -29.6 -30.8 -30.5 Overhang Zane 3 -2.80 -1.40 -0.80 -51.7 25.9 -14.8 -40.6 -34.1 Overhang pressures in the table above assume an internal pressure coefficient( i)of 0.0 Parapet qp= 0..0 psf Surface Pressure User input Solid Parapet Pre4sure 10 sf 100 sf 500 sf 30 sf CASE A=pressure towards building(pos) CASE A:Interior zone: 0.0 0.00.0 0.0 CASE B=pressure away from bldg(neg) Corner zone: 0.0 0.0 0.0 0.0 CASE B:Interior zone: 0.0 0.0 0.0 0.0 Comer zone: 0.0 0.0 0.0 0.0 Walls GCp+/-GCpi Surface Pressure(psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 30 sf Negative Zane 4 -1.17 -1.01 -0.90 -21.6 -18.7 -16.6 -20.7 -20.2 Negative Zone 5 -1.44 -1.12 -0.90 -26.6 -20.7 -16.6 -24.8 -23.8 Positive Zone 4&5 1.08 0.92 0.81 19.9 17.0 15.0 19,i 18.5 Note:GCp reduced by 10%due to roof angle<=10 deg. T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 States) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize or approve any orri-or deviation from the requirements of applicable State Laws. Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 - —— PRPJECTNAME Bristol,IN 46507 SHEET NO. 57"25X851 CALCULATED BY R—over DATE 312/16 CHECKED BY DATE Nominal Wind Pressures Location of C&C Wind Pressure Zones 2:t < 1 1 :i 28 y Q �> OL 2 _13 l 3' I J_r t L"J i i i 2 ( 12 �E 4 _J l I 5 f I I I I I WALL f 2' j _z_ _Z Roofs wl 0 s 10° Walls h:5 60' Gable,Sawtooth and and all walls &all design h<90' Muttispan Gable 9 s 7 degrees& Monoslope roofs h>60' Monoslope:5 3 degrees 3°<0:5 101 h:5 60'&all design h<90' h<_60'&all:design h<90' 1 41 91 41 41 a a l3 0 2JA B JC '�D � f 2' I I I ( I z QI Q41 I U 2 101 J3 - rJ/1�}\ � I I Monoslope roofsMult)span Gable& Hip 7° < 0 s 27° I 12 10°<9 s 300 Gable 70 <0 s 456 I I h:5 SW&all design h<SW 3 f -- 8 Sawtooth 10°<0 <_ 45° -- - ._. __. _-- _ . ___. ._._...- -.___.. ._.... _ h 5 60'&alt design h<90' _ J_ 2 _ 3 2// J 2/, 2 _ 2^ 3 _ 1) Lt) T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 w j IV' ta`Ft IV W3 State(s) Massachusetts i Accredited Evaluation and }F w Inspection Agency This document is certified as being in conformance with State Building Codes. — - Stepped roofs 0<3° _ _ _ -- ---- Date Apr 12,2016 h:5 60'&A design h<90' Approval of this do mem does ro aut wnze a approve -- any omission or deviation from the requirements or applicable State Laws. Mark Line Industries Inc. SERIAL NUMBER PA-029982-84 51687 cr 133 PROJECT NAME Bristol,IN 46507 _ SHEET No. 574-825-5851 CALCULATED BY Roger DATE 3/2/16_ CHECKED BY DATE Seismic Loads: IBC 2009 Strength Level Forces Occupancy Category: II Importance Factor(1): 1.00 Site Class: D Ss(0.2 sec)= 22.00%g S1 (1.0 sec)= 6.60%g Fa= 1.600 Sms= 0.352 Sr*= 0.235 Design Category= B Fv= 2.400 Sm1= 0.158 Sw= 0.106 Design Category= B Seismic Design Category= a ASCE?Section 11.6 Exception Applies Number of Stories: 1 Structure Type: Light Frame Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Flexible Diaphragms: No Elkhart,IN 46514 Building System: Bearing Wall Systems State(s) Massachusetts Seismic resisting system: Light frame(wood)walls with structural wood shear panels Accredited Evaluation and System Structural Height Limit: Height not limited Inspection Agency Actual Structural Height(hn)= 12.4 ft This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 DESIGN COEFFICIENTS AND FACTORS Approval of this document does not authorize or approve any omission or deviation from the rerprirements of a Response Modification Coefficient(R)= 6.5 be State Laws. Over-Strength Factor(Go)= 3 Deflection Amplification Factor(Cd)= 4 Sus= 0.235 SW= 0.106 p=redundancy coefficient Seismic Load Effect(E)= p QE+/0-25cis D = p QE +/- 0.047D QE=horizontal seismic force Special Seismic Load Effect(Em)= Qo QE+/-0.2SOS D =3,0 QE +/- 0.047D D=dead load PERMITTED ANALYTICAL PROCEDURES Simplified Analysis -Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - Permitted Building period coef. (CT)= 0.020 Cu= 1.69 Approx fundamental..period.(- a)=_._ _-_C'Th-n^ ___.0.132_sec----x=.0.75. ._._ _..__Tmax_=_CuTa=...0.223 User calculated fundamental period m= 0 sec Use T= 0.132 Long Period Transition Period(TL)= ASCE7 map= 12 Seismic response coef.(Cs)= SDsl/R= 0.036 need not exceed Cs= SO I IRT= NIA but not less than Cs= 0.044Sdsl= 0.010 USE Cs= 0.036 Design Base Shear V=0.036W Model$Seismic Response Analysis - Permitted(see code for procedure) ALLOWABLE STORY DRIFT Structure Type: Single story designed to accommodate the story drift - — Allowable story drift= no limit where hsx is the story height below level x SERIAL NUMBER PA-029982-84 PROJECT NAME — - SHEET NO. CALCULATED BY Roger DATE 42431 CHECKED BY DATE Tie Down Design WU=Total Wind Uplift =32422 lbs ASCE 7-05 DL=Total Building Dead Load =89490 lbs Basic Wind Speed 100 mph WLT=Total Lateral Wind Load(Transverse) =9623 lbs Importance Factor: 1 WLL=Total Lateral Wind Load(Longitudinal) =6502 lbs Occupancy Category: II WU 32.4 K _----------�--�------------�----_- WIND WIND -- —►� 39.25' ---� WLT 8.29' WLL 9.62 K 6.50 K DL 89.5 K rn 45°«1.5° 45"Ft- Transverse Section Longitudinal Section WLT(9,623)X 5.94'+WU(32,422)X 4.16'-D109,490)X 0.6 X 4.15' Vertical toad on anchors due to overturning �— �---- _-3787 lbs 8.29 Anchor Capacity= 3150 T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Horizontal Component=3150 x Cos 500 =2025 465 Eckhart,IN 46514 Vertical Component=3150 x Sin 460 =2025 state(s) Massachusetts Accredited Evaluation and Total Anchors required in Transverse Direction due to Sliding 5 Inspection Agency Total Anchors required Due to Overturning(Transverse) ?don Required This document is certified as being in conformance vAh State Sugding Codes. Date ..... Apr12 20'16 _. _ Total Anchors required in Transverse Direction 5 Approval or tws document docs not atnbodze or approve any emission or-deviation from the requirements ut Total Anchors required in Longitudinal Direction Due to Sliding 4 apoicable state Laws. Notes: i.Overturning apply s to single wide units only. Ib t { { ! . { _ .{ l . I 4 I �_ '_ I I [ - .i._. ! 1 I ._ I- i- J- ! i L _ r __ I-_._I -_ I- _.( I l _-� _ _ 11 .f _.- 1-_ 1 +_. - 1__.I _! � (__ : :.I ._ _�` 1;1 t-)-!I J- ----f---1--- (_._ I__--�'•��__ � ��oy�,- -s 1. ---!--_!_-� r.l---_I ;a.l_�1 �� _. ( _ _l _._.__- ---- ____.I .__.L----(. 1.__ I _ _ _-___-- _-_I___I-___..l___L�__. __ ` ►__--I___ I____C._-_�__....... ...__I_.---I--1---_I_�_LZJ_...V�I . � �Iur�e�(-��--cl."lf,?�i2_.r �_.f.u'�o�. ._!__4,I��t'_...IC�/_I___ �T�• f _ __ _ -___I_____�__�...[_�.__.._f____�____I___._I_.._f____►__..�___�-_-- f___f__-_i__-._�__--�---._�-_--►_____L_.__l__L�__ _ __f____ I___I- ----. Of AW _--�----._[__ -1----i----I _.1----_�---1-----'---_(__ 1-- �-----1--.�---1_;�- --- ------I_----I�_--.--------I------_ - �77 cdf I I 1 !_ I- I_ RNC gS aE IP.O Box 1081 St rCets) Acc dite Eval atio and —I'This+cumm tis cer,fied as beingf cordoq---c- Dat inanceDa Apr(- 12r 16 ( i I J i rurmrs a mm�pprove - - ____ -_.ar devi fim fr thereirem sd { ( j i LAW. __ -__._L..___l-- I _ l _ - I _1 -_ I ___I _._L_._. I _f--.-�-- _I _f_-_I_.__1___�-___I ,._. .!_.___�__ !_ ►__ ! L _ __. !_._ l-----!------I_ -__ f_ _l__ _ �_ _�_ _-I______I. ___I_ ___(_-_ !___ _!__--I_ _. __. _�_..__f____J..__-�__. __1_.__f__.L_._.!_ __1_-._i -.-_C____._ ._..►_ . _f_ _ L_ L___ f ..J.___ -.__ !_..-L� Project: I� ` Jay Wood Location:Multi-Span Floor Beam 1 WR Mark Line Industries Mufti-Span Floor Beam 51687 CR 133 or [2009 International Building Code(AISC 13th Ed ASD)] Bristol,IN 46507 A36 M8x6.5 x 11.5 FT Section Adequate By:1.50/6 StruCalc Version 8.0.113.0 10!9/2015 3:10:38 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.20 IN L/684 Dead Load 0.04 in Total Load 0.24 IN L/568 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 1581 Ib 1581 ib Dead Load 325 lb 325 Ib Total Load 1906 Ib 1906 lb Bearing Length 0.56 in 0.56 in BEAM DATA Center Span Length 11.5 ft 11.s1t Unbraced Length-Top 5.75 ft Unbraced Length-Bottom 11.5 ft STEEL PROPERTIES,, FLOOR LOADING Center M8x6.5-A36 Floor Lire Load FLL= 55 psf Floor Dead Load FDL= 10 psf Properties: Floor Tributary Width Side One TW1= 5 ft Yield Stress: Fy= 36 ks! Floor Tributary Width Side Two TW2= 0 ft Modulus of Elasticity: Em .29000 ksi Wall Load WALL= 0 plf Depth: d= 8 in BEAM LJOADINQ Qentg[ Web Thickness: tw= 0.14 In Reduced Floor Live Load 55 psf Flange Width: bf= 228 in Total Live Load 275 plf Flange Thickness: ff= 0.19 in Total Dead Load 50 plf Distance to Web Toe of Fillet: k= 0.56 in Beam Self Weight 7 plf Moment of Inertia About X-X Axis: Ix= 18.5 ln4 Total Load 332 plf Section Modulus About X X Axis: SX= 4.63 In3 Plastic Section Modulus About X-X Axis: ZX= 5.43 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Budding Ratio: FBR= 6.03 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Budding Ratio: WBR= 50.92 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 5.75 ft Limiting Unbraced Length- T.R ARNOLD&ASSOCIATES,INC. for lateral-torsional buckling: Lp= 1.84 ft p.O,Box 1081 forEgn.F2-2: Lr= 5.6 ft Elastic lateral-torsional buckling stress. Fcr= 24.07 ksi Elkhart,IN 46514 Nominal Flexural Strength w/safety factor. Mn= 5562 ft-lb state(s) Massachusetts Controlling Equation: F23 Accredited Evaluation and Web height to thickness ratio: h/tw= 50.92 Inspection Agency Limiting height to thickness ratio for eqn.G2-2:h/tw-fimit= 63.58 This document is certified as being in conformance Cv Factor: CV= 1 with State Building codes. Controlling Equation: G2-2 Date Apr 12,2016 --- "- N ._"-- .Approval of this document does no[authorize or approve Nominal Shear Strengfh w/safety factor. Vn= 15552-IU- ---- any omission or deviation from the requirements of applicable State Laws. Controlling Moment: 5480 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1906 ib 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on spans Comparisons wIth required sections: Read Provided Moment of Inertia(deflection): 9.73 in4 18.5 in4 Moment: 5480 ft-Ib 5562 ft-Ib Shear: -1906 lb 15552 lb �Z 10, Project: Jay Woad Location:Multi-Span Floor Beam 1 i Mark Line Industries Multi-Span Floor Beam 51687 CR 133 of [2009 international Building Code(AISC 13th Ed ASA)] Bristol,IN 46507 A36 M8x6.5 x 11.5 FT Section Adequate By:4.09A StruCalc Version 8.0.113.0 10/9/2015 3:09:43 PM Controlling Factor.Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.29 IN U470 Dead Load 0.03 in Total Load 0.33 IN 0421 Live Load Deflection Criteria:L1360 Tota(load Deflection Criteria:U240 REACTIONS A 8 Live Load 2300 ib 2300 lb Dead Load 267 Ib 267 lb Total Load 2567 lb 2667 lb Bearing Length 0.56 in 0.56 in SEAM DATA Center Span Length 11.5 It tl.art Unbraced Length-Top 3.83 ft Unbraced Length-Bottom 11.5 ft STEEL PROPERTIES FLOOR LOADING Gents M8x6.5-A36 Floor Live Load FLL= 100 psf Floor Dead Load FDL 10 psf Properties: Floor Tributary Width Side One TW1 = 4 ft Yield Stress: Fy= 36 ksi Floor Tributary Width Side Two TW2= 0 ft Modulus of Elasticity: E= 29000 ksi Wall Load WALL 0 pif Depth: d= 8 in )SAM LOADING Center Web Thickness: tw= 0.14 in Reduced Floor Live Load 100 psf Flange Width: bf= 2.28 in Total Live Load 400 pif Flange Thickness: if= 0.19 in Total Dead Load 40 pif Distance to Web Toe of Fillet: k= 0.56 in Beam Self Weight 7 pif Moment of Inertia About X-X Axis: Ix= 18.5 in4 Total Load 447 pif Section Modulus About X-X Axis: Sx= 4.63 in3 Plastic Section Modulus About X-X Axis: ZX= 5.43 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 6.03 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Budding Ratio: WBR= 50.92 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 3.83 ft T.R ARNOLD A ASSOCIATES,INC. Limiting Unbraced Length- P.O.Box 1081 for lateral-torsional buckling: Lp= 1.84 ft Elkhart,IN 46514 for Egn.F2-2: Lr= 5.6 ft State(s) Massachusetts Nominal Flexural Strength wf safety factor. Mn= 7673 fl-)b Accredited Evaluation and Controlling Equation: 172-2 Inspection Agency Web height to thickness ratio: h/tw= 50.92 This document is certified as being in conformance Limiting height to thickness ratio for eqn.G2-2:hAw-limit= 63.58 with State Building Codes. Cv Factor: Cv= 1 Date Apr 12,2018 Controlling Equation: G2-2 Approval of this document does not authorize or approve Nominal Shear Strength w/safety factor. Vn= 15552 Ib any emission or deviation Iron the requirements or _ _ .--_. ------- _...._. .------ ----._.. ---- ----._....._... Controlling Moment: 7381 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2567 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 14.16 1n4 18.5 in4 Moment: 7381 114b 7673 ft-lb Shear: 2567 lb 15552 lb • •.r-TERt+fiic.r.•. . . ., r�TERtV�.yi•:` .... . �Z to �_. _----.--I__ _-�__-- ----._!_.__.___-._-f____1---__I__,�n ( ��7Vo � 5t�_.__� _ _�a�.�.�,i( .�_ _._� ! _._�- _L__ I----_��. _ �'►�_._1_._._._� _ ___ -I -- _ _ ,.o_-/rte_-�----' ----(��- -1 -1---- � --1--- 1 _.z_..-L...._ .._s _. ? _..I.__!._ l.__..L_.._I_- (----I . 1.---..� _-_1..._ ► __I . I I ( I ----J . __"�.___ ._ _J.. _f_ _l_ __(__ ►. . L . I ---l_ ( ._.I .� ►== I _I_ I_-. L _-i - -I-----I-------�- � -f'�).�3• 7 . �7 i f f _ax I _v!* I__I_ --�--I_ 1 � r _lf ----! --I---;_ _�..f.__.___I_-_-�_----f----I-- ._�_.___ ?-- --- --I__ _-L---�_-L--- _t_--I---.--�.___i_- _I— _�_-__I__ ...I___-I_ _F(---- ----L_._ f__-_.!____►_------ __ r.R-MN,RD C ATE . -�— �_—;---I- .l ._._f ---1-- P. _B 108 ___J_._..�- f-- -� -�--- �---_---�---�---�...--�----I---�-----I,-----4--{-- _---1_AcreditdElluatp nan __.�I This ocum nt is c ified g n conf manc j f 1 �d `-----� sr e ��ca• •s:�___�._ -I------! _-_t .__,-�. .._._J_ __!___-�_•__i e A 12, 16 Appro�al off docu enl do nd a ze appr,,,��,,,,,,TT��e I{ T f t anomrsvn�ad-_ & II II r I I � s -!---- -- - �- -! --f, __J__-i--..L.- I,_-. -I-_-I --1-- —f J-- !�-.I_- ► I--1 ___!___ l_.__ I_.___I____I____�._—I__ -!___�._____!____�_._.-_r__!-____J___J____1___ {_._ ____I__.- I__..I_.___L_.__�-__. I-____►___. ___.a.�__�___ !_.__I__ ,_I___._I____..I_. I...___ -_------i_--- L.-_.J___ _TL_. ►_._ __-_L _._._J----.L____ __ J_ _I_ I__ -I _ I_ _�---. �_-_I __(. _(_____1_ J__�____.I___I__I__ __I .►__-� -_,-_-_I__I__ __ �___ 1____-!_ _I_ i I�_. _I-. �-- 1----1- I3�X4,'I gO -ZZ-0r740) 1 � nau g `4,i Z.Ob 6- e� `�c.�;r� - rPG7�.•o� olie 24lc�or 7tr« e- ec-. QI�� o' jos /*/,o �?'6= -�'�oo�^ r/m loft GV T.R ARNOLD&ASSOCIATES,INC. P.O.HOW 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 _._._. .-......._... _.._._.... ___..__ .._...... _.___ _..._._ _..._._._. _.____._ _._........ ..AWbvatdithi3dodWFm1'doi%notdbtVf6i6m–appfove -.__._. _._... _.._._.. _...... __...:._.......... any omission or deoiabon from therequin-ents of gable State Laws. lye Vzncl !>pk# on ROOC /b u7al`Gdren e7410,7 ZdZ cat 1o�r�� '!� i►�o:� Gv,��4 /��,2�••LRs � tZ,yQ�. �-Zo r Q, s s��a� � �/ � low ��1�� C � c', Cry c. L`Tam Il,Z C- 10 �l�f�� y �ai�� ars :sr�►�.� J ys' - 7-07 /oma 0K T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and �Qn7r1 Q rBd �0 �/ Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize or approve any omission or deviation from the requirerrertts of applicable State LaxS. W 1 ow� / Ga Talo l-� 40W 1 d 'r-s-j � 4' Z ©•d e 0 K not �t t Cl z 40 T.R-ARNOLD ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and Inspection Agency. This document is certified as being in conformance —- - with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize a approve any omission a deflation from the requirements of a cable Stale Laws. t 1� COMPANY PROJECT Woodworks® SOF(MARF FOR WOOD VMGN Mar.2,201616:00 Beam1 Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL No 60.0 plf Load2 Live Full UDL No 265.0 plf .Self-weight Dead Full UAL No 0.0 plf Maximum Reactions(lbs): 60.07' 0' 26.25' 32.62' 56' 60' Unfactored• Dead 641 1331 785 847 Live 2831 5878 3467 3743 Factored: Total 3471 7209 4252 4590 Bearing: Capacity Supports 3471 7209 4252 4590 Anal/Des Support 1.00 1.00 1.00 1.00 Load comb #2 #2 #2 #2 Length 1.65 3.42 2.02 2.18 Min req'd 1.65** 3.42** 2.02** 2.18** Cb support 1.13 1.13 1.13 1.13 Fcp sup 6251 1 6251 1 6251 625 *"Minimum bearing length governed by the required width of the supporting member. Plywood Flanged,E1.8,Grade 1,3"x24" Supports:All-Timber-soft Beam,D.Fir-L No.2 T.R ARNOLD&ASSOCIATES, C. Total length:60.07% P.O.Box IOSl Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2012: Eflduwt,IN 46514 State(s) Massachusetts Criterion Analysis Value Design Value Anal sis/Desi Accredited Evaluation and Shear V = 5082 Vr = 7670 V Vr - 0.66 Inspection Agency Bending(+) M = 18303 Mr = 24579 M/Mr ' 0.74 This document certified as beim mconlonnae Bending(-) M = 21431 Mr = 24579 M/Mr = 0.87 g Deflection: with State Building Codes. Interior Live 0.58 = L/545 0.88 = L/360 0.66 Date Apr 12,2016 Total 0.64 = L/489 1.31 = L/240 0.49 Approval of thisdocumerAdoes not authorize aapp ve Cantil. Live -0.20 = L/244 0.27 a L/160 0.74 any omission ar deviation from the requirements Total 1A.22 = L/219 1 0.40 = L/120 1 0.55 applicable State Laws. Additional Data: FACTORS: F/E CD CM. Ct CL Cr Cfu Cr Cfrt Ci Cn LC# Vr 7670 1.00 - - - - - - 1.00 - - 2 Mr+ 24579 1.00 - - - - - 1.00 1.00 - - 2 Mr- 24579 1.00 - - - - 1.00 1.00 - - 2 EZ 2686.0 million - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V = 5082 lbs Bending(+) : LC #2 = D+L, M = 18303 lbs-ft Bending(-) : LC #2 = D+L, M = 21431 lbs-ft Deflection: LC #2 = 0.5D+L (live) LC #2 = 0.5D+L (total) D=dead L=live S-snow W=wind I=impact Lr=roof live Lc=concentrated E--earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 - -CALCULATIONS,- Deflection: CALCULATIONS:Deflection: EI 2686e06 lb-in2 K= O.00eO6 lbs "Live" deflection = Deflection from all non-dead loads (live, wind, snow-) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks®Sizer 10.1 Mar.2,2016 15:59:40 Critical Results ANALYSIS DIAGRAMS (known section includes self—weight) T.R ARNOLD&ASSOCIATES,INC. P.O.css 1"I 7)Eckhart.IN 45514 REACTION [lbs] 5tate(sMassachusetts Maximum... Accredited Evaluation and Uplift: 0 Inspection Agency Bearing: 7209 TM�d-e Aed. � Wkh State B"M"Codes. Date Apr 12,2016 rp�,oat d m:,e.e«,aces ea am«ae«a ;-j- airy omsson s.1—kms n ux:.em�eme,ws ede mte tm 971 1252 1590 209 k 0' 26.25' 32.62' 56' 60' SHEAR [lbs] Load Combination #2: D+L +V max: 4307 -V max: -5082 V design: -4386 9 r75 r�� 39 8 178 -2611 -4388 0' 26.25' 32.62' 56' 60' DesiSinn shear < maximum due to notching or loads ignored within distance "d" of supports without notches. BENDING [lbs-ft] Load Combination #2: D+L +M max: 18303 Load Combination #2: D+L 16303 -M max: -21431 431 0' 10.61' 26.25' 32.62' 56' 60' TOTAL DEFLECTION [in] Load Combination 12: O.SD+L Total = 1.00 x Dead + Live (all others) Critical Live: 0.58 Critical Total: 0.64 15 - -0.04 .02 1.10 - - 0.26 5 _ 0.90 0.57 0. k t , 12.12' X65'_---_32.62!_._.____ COMPANY PROJECT / WoodWorks' �. SOF11vARfMI?W000OFSlGN Mar. 18, 2016 08:26 Beam1 Design Check Calculation Sheet WoodWorks Sizer 10.4 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full UDL No 60.0 plf Load2 Live Full UDL No 270.0 plf Self-weight Dead Full UDL No 20.0 pif Maximum Reactions (lbs): 0' 14'-8" 22'-10.1" 31'-0.1" 44'-4.1" 60'-0.2" Unfactored: Dead 480 1209 389 845 1380 503 Live 1622 4081 . 1312 2852 4658 1701 Factored: Total 2102 5291 1700 3697 6038 2205 Bearing: Capacity Support 2102 5291 1700 3697 6038 2205 Anal/Des Support 1.00 1.00 1.00 1.00 1.00 1.00 Load comb #2 #2 #2 #2 #2 #2 Length 1.00 2.51 0.81 1.75 2.86 1.05 Min req'd 1.00** 2.51** 0.81** 1.75** 2.86** 1.05** Cb support 1.13 1.13 1.13 1.13 1.13 1.13 Fcp sup 625 625 625 625 625 625 "Minimum bearing length governed by the required width of the supporting member. Plywood Flanged, E1.8, Grade 1, 3"x24' Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length:60'-1.2"; WARNING:Member length exceeds typical stock length of 60.0[ft] Analysis vs. Allowable Stress and Deflection using NDS 2012 : Criterion Analysis Value Design Value Unit Analysis/Design Shear V = 3294 Vr = 7670 kips V/Vr = 0.43 Bending(+) M = 6854 Mr = 24579 kip-ft M/Mr = 0.28 Bending(-) M = 8648 Mr = 24579 kip-ft M/Mr = 0.35 Live Defl'n 0.07 = <L/999 0.78 = L/240 in 0.09 Total Defl'n 0.10 = <L/999 1.04 = L/180 in 0.10 T.R ARNOLD!ASSOCIATES,INC. P.O.Boz 1081 EBthart,IN 48514 State(s) Massachusetts Accredited EvaWation and Inspection Agency Tres dceumerd�aed as bwq m c«+ormance ."Slate 8,*,N codes. Date Apr 12,2016 1 AW.4dmn di ndies na ewwri:e�r eDr�.e any mrsvan a devLwm hwn the requim p d rade Stare laws. FjF_ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks®Sizer 10.4 Mar. 18, 2016 08:26:33 Critical Results ANALYSIS DIAGRAMS (known section - includes self-weight) T.R ARNOLD&ASSOCIATES,INC. P.O.Banc 1081 Elkhart,IN 46514 REACTION [lbs] State(s) Massachusetts Maximum. . . Accredited Evaluation an Uplift: 0 Inspection Agency This dawm�t is r ffmd as h q m c ( man Bearing: 6038 fs�S.M.9Ced., Date Apr 12,2016 apprmd d this d—. acres nm ear— appwe any missiai M deviatim from he regw s a Stile laws. 1102 T1700 220 3 697 5291 6038 k 0' 14'-8" 22'-10.1" 31'10.1" 44'-4.1" 60'-0.2" SHEAR [lbs] Load Combination #2: D+L +V max: 3294 3482 2208 2373 2033 1148 1875 —23 3220 2900 ' k r k 0' 14'-8" 22'-10.1' 31'10.1" 44'41" 60'-0.2" BENDING [lbs-ft] Load Combination #2: D+L +M max: 6854 Load Combination #2: D+L 6854 -M max: -864 8648 k 0' 14'-8" 22'-10.1" 31'-0.1" 441"4.1" 53'-9.1" 60'-0.2" TOTAL DEFLECTION [in] Load Combination #2: D+L Total = 1.50 x Dead + Live (all others) Critical Live: 0.07 Critical Total: 0.10 .00-0.00 00 0.00 0 0.03 0.02 04 0.07 '06 0.07 0. 0' 14'18.0" 22'-10.1" 31'-0.1" 44'-4.1 n 52'-9.4" 60'-0.2" Column[2006 Intemational Building Code(05 NDS))Ver:7.01.12 By:Jay H Wood,Mark Line Industries Inc.on: 02-05-2008:4:35:06 PM Project: -Location: Summary: (2)1.5 IN x 5.51N x 9 FT 1#2-Spruce-Pine-Fir-Dry Use Section Adequate BY:39.6% "Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 8000 LB Dead: Vert-DL-Rxn= 27 LB Total: Vert-TL-Rxn= 8027 LB Axial Loads: Live Loads: PL= 8000 LB Dead Loads: PD= 0 LS Column Self Weight: CSW= 27 LB Total Loads: PT= 8027 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Length: L= 9.0 FT Maximum Unbraced Length(X-X Axis): Lx= 9.0 FT Maximum Unbraced Length(Y-Y Axis): Ly-- 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section(X-X Axis): dx= 5.50 IN Column Section (Y-Y Axis): dy= 3.00 IN Area: A= 16.50 IN2 Section Modulus(X-X Axis): Sx= 15.13 IN3 Secfion Modulus(Y-Y Axis): Sy= 4.13 IN3 Slenderness Ratio: Lex/dx= 19.64 Properties For:#2-Spruce-Pine-Fir Ley/dy= 0.0 Compressive Stress: Fc= 1150 PSI Bending Stress(X-X Axis): Fbx= 875 PSI Bending Stress(Y-Y Axis): Fby= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Modulus of Elasticity: E-Min= 510000 PSI Adjusted Properties: Fc': Fc'= 805 PSI Adjustment Factors:Cd=1.00 Cf=1.10 Cp=0.64 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 486 PSI Allowable Compressive Stress: Fc'= 805 PSI 1"4V. /0&4t b404r1.sq on pl�eOooc� 91 psi ,,Q'/l�u7. /� � 3g►��3} S,S"�. ,t.ySQ � fir, s.o��... c�' � wove rng T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 AppMal of this documed does not authorize or approve any omission or deviation from the requirements d applicable State Laws. �I Column[2006 International Building Code(05 NDS))Ver:7.01.12 By: Jay H Wood,Mark Line Industries Inc.on: 02-05-2008:4:35:53 PM Proiect: -Location: Summary: (2)1.5 IN x 7.25 IN x 9 FT/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:0.4%n Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 21400 LB Dead: Vert-DL-Rxn= 36 LB Total: Vert-TL-Rxn= 21436 LB Axial Loads: Live Loads: PL= 21400 LB Dead Loads: PD= 0 LB Column Self Weight: CSW= 36 LB Total Loads: PT= 21436 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ev= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Length: L= 9.0 FT Maximum UnbraGed Length(X-X Axis): Lx= 9.0 FT Maximum Unbraced Length(Y-Y Axis): Lv= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section(X-X Axis): dx= 7.25 IN Column Section(Y-Y Axis): dv= 3.00 IN Area: A= 21.75 IN2 Section Modulus(X-X Axis); Sx= 26.28 IN3 Section Modulus(Y-Y Axis): Sy= 5.44 IN3 Slenderness Ratio: Lex/dx= 14.90 Properties For:#2-Spruce-Pine-Fir Ley/dy= 0.0 Compressive Stress: Fc= 1150 PSI Bending Stress(X-X Axis): Fbx= 875 PSI Bending Stress(Y-Y Axis): Fbv= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adiusted Modulus of Elasticity: E-Min= 510000 PSI Adjusted Properties: Fd: Fc'= 990 PSl Adiustment Factors:Cd=1.00 Cf=1.05 Cp=0.82 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 986 PSI Allowable Compressive Stress: Fc'= 990 PSI 10 a c. loaaf 1od04*r10-? a$7 p/y t000�C T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 States) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize or approve any omission a deviation from the requirements of applicable State Laws. . -z2— Project: StruCalc 9.0 page Location:MSRB3 Multi-Span Roof Beam 12015 International Building Code(2012 NDS)] (2)1.6 IN x 3.5 IN x 4.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/23/201610:09:56 AM Section Adequate By:18.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U471 Dead Load 0.02 in Total Load 0.13 1N U383 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:0180 REACTIONS AA B Live Load 531 Ib 531 Ib Dead Load 122 Ib 122 Ib Total Load 653 Ib 653 Ib Bearing Length 0.51 in 0.51 in 99A DATA Center Span Length 4 ft Unbraced Length-Top 0 ft 4n Unbraced Length-Bottom 4 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING Center MATER),PROPERTIES Roof Live Load RLL= 45 psf Roof Dead Load ROL= 10 psf #2-Spruce-Pine-Fir Base Values Agiusted Roof Tributary Width Side One TW1= 5.9 ft Roof Tributary Width Side Two TW2= 0 ft Bending Stress' Fb= 875 psi FW= 1509 psi Cd=1.15 CF=1.50 Wall Load WALL= 0 Of Shear Stress: FV= 135 psi Re= 155 psi REAM LOADING Center Cd=1.15 Total Live Load 266 pif Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Total Dead Load(Adjusted for Roof Pitch) 59 pif Comp.-I-to Grain: Fc- 1 = 425 psi Fc--L = 425 psi Beam Self Weight 2 plf Total Load 326 pif Controlling Moment: 653 ft-Ib 2.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -653 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: HoM provided Section Modulus: 5.19 In3 6.13 In3 Area(Shear): 6.31 in2 10.5 in2 Moment of Inertia(deflection): 5.46 1n4 10.72 in4 Moment: 653 ft-Ib 770 ft-Ib Shear: -653 lb 1087 lb NOTES T.R ARNOLD A ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not autho as or approve any omission a deviation from the requirements of applicable State Laws. Job (rasa Truee7ypeQy PV Mark Line 212 82555 SF297301 FLAT WiDUCT 1 1 a UMversal Forost Products Int.Grand RapWis,Md 40546,Ouroy Daabat 7.610 eJm 20 2016 UtmAfndusWk brie,Tue Mw2206:12:502016 Page 1 of i Copyright 02016 Universal Forest Products,Inc.All Rights Reserver! r 2-12 r 2-1,2 1 8 0 T-2.1.2 2-1-2 0.85 12 1x3 11 1x3 11 4yr- 2x3 II /50 It 4x6= 3 4 6 8 1 2 9 B Sao- 8x4= in 7 9bxb= 3.6x6= 4-2.4 _3: Q 4-2-4 Plate offsets - 2:82-9 ai-4 -e a ,Is:EdQeai-8617-.Edaeat•ol(8:a1.4,at-0).IOcaf•ea1-4L HaEdaealA LOADINGS SPACIND. 2-60 061. DEFL. in (hoc) Wal Lid PLATES GRIP TOLL 45.4 Plate GfipDOL 1.16 TC 0.41 Vest(LL)•0.00 8 yam 240 UT20 1071144 (oroundSrwxr QU Lumber DOL 1.15 BC 0.54 VWEL) 413 0-10 >999 180 TCDL WU 0.0' Code I.0 1 7 (Mal"sured41 Ftga(TL) 0.03 7 Ma Na Weight:25 lb FT=O% BOOL 10.0 LUMBEW BRACING- TOP CHORD 20 SPFNo.2 TOP CHORD SauctueelWood she"hinQdtec0yappg"!or3.11-i Dopwgns,except VadfbohM ROT CHORD 24 SPF Nat BOT CHORD Rigid col"dfresAtf appted or 10."oe txadng. WEBS 2X2 SPF N62 REACTIONS, Q IMM) 10=73W0.34 7=73810.34! Max Holz 10.73(W 8) Max UpbNlO=-ii f(LC 7),7=-IW"9y Max Gray10-70(L.0 13),7=780(LC i3) FORCES. ({b)-MaadmarmCaDtpnslsWNMaxlmum7ension TOP CHORD 1-2=x/32,2.3G1310f295,S+t=i3t71Sffi„4- -(9091303,68=-23134,1-f0=-117N1,&7=-110143 901-CHORD a10--0G6I686,8-9=237/SSt2,7.8s-13fJI67 WEBS 3.9=-2SM03,4&=•3737124,2-10-10 30,2-0=405Z&8-18W l lf,5.7=-0611.127 NOTES- i)Wind:ASCE 7.05,98mpb;.TCOLx6.Opst BCM-&W.h=30S;Cal.It;ExpQ enclosed:MWFR3 Owdse)gable and zone and CC EA&br(2)zone;end V left and it*w posed;L`C formembera and forces A MWFRS for reat2fons show Lumber DO/.=1.80 plate grip DOL.--1.80 2)TCLL:ASCI:7.05:Pg-59.0 Ps►(wound araw):Ps=45.4 pd(roof draw);Calepory U;ft V Partially Exp.:CM-t 3)Roor design snow load has been reduced to account for stops 4)Unbalanced snow bade We been eonrblared for Ods design, 6)This Ruse has teen designed for basbbad oanbblalom which Include cases W h reductions fora uw*caacwmd be bads. (1)This Wes has been designer!for a 10.0 psf bdlom lard We lead norroncomamwith arty other 6%leads. 7)'This mass has been designed for a live load of 20.Won ga bottom chord In all suede*we a rectangle 38-0 tell by 2.0-0We vA fit bodscon the bell=dart and anyodseranembers. 8)Provide mechanical connection pry olhars)of trade to bearing plate capable of V.ih*nting 1111 93 Willi at)olal 10 and 00 b Upin at(dnt 7. 9)This fuss has been desligned In accordance with the 209 18C,Sadtan 230314.8,2000 TRC Swilm 802(0.2 10)Reference LIFE)Engbaedn0 Bulletin OBOBlorlelorration on regraftli ripped barber. E-signed by Kevin Freeman T.R ARNOLD&ASSOCIATES,INC. P.O.BOX 1081 Ehrhart,IN 46514 state(s) Massachusetts Accredited Evaluation and '• Q� � ..._.. .___._.... ..._..__ _.__.__.__ --_..._."... InspeciaonAgency .y . - i � AU . This da mem is ceibf ed heing n rAnformara:e � .. _-^ with State Budding Cedes. Date Apr 12,2016 Approval ef des donaoent does ret mawite a approve any onesvan a,deur from the requirements d `.1[C•i'Y� ��Y ' applicade state I-- O 4 p The professional engbaarbtg seat indlcatas that a licensed professbnad has ravkwed Ore design under tt8hoe standards rsfersaced wigdn Oak document, 3/22/2016 riot a buss demon is exceptable under locally adopted bu lift code Is wM Yg oMcW oto use In arsdesigrated app�oide�e,tlelgarakwUocn an whether f AWARNING -Vertu(design parameters and READ NOTES Unfoesal Forest Products,Ino. 2801 EAST BELTLINE RD,NIE Tons 3he0 not be cut oramdiYadwghout approval of l a wso design eagtnew. PHONE(6f6}384.016i FAX(816}38GOOS0 GRAND RAPIDS,h9 49526 Tillscomponadthas oolybaendesigned forthe loads acted onthis droalag.ConsbuoNmand ptigterm have notbeenconsideted.Thebuldwtsaeporaft brpgngmalhodsandsyslemdesian.Wbderomponsiblilgesamde8nodvaderTPI1.This deal"Isbasedonlyupon parameters shavin,andisW en IndMdusl bulging bonaponen([e hsNatalad andbeded van{Wy.AppMcaOIDyofdestgn panaalers adproperbtoogrorrlgon ofcompenenl is asponuldfttyof baYldYg designer-not turas designer.Draft shade Is Toddlers!support 61 IndtAduaixebmemtars only.Additional tempomly Waft to Insua stabliydurilg omwuclaa b The respor dh6gy bf tis ender.AdditAsipemlanent bmda0 of like oVersHtwtdrae G the resptanstbllyof The buINlnldesigner.ForgeRaa!g4dernce regarding tabrkeloNqualyconbAMerolla,doWary,ereeQonsndhraftoen AWA 1-06 from The Wood Trues Camel ofAmadcaandTaaaPratelaeWateReconsadsada8oaavailable from WICA.8300 Fme hM�pr+ Al 'pnrlTlates4dplpe Jab Truss Tnae'rype — Pb Mark Line 212 82555 B140001 BOW 1 1 LiahrrirsalFwaglPro Inc.,Good Rsplds•M140525,Cosy Daubed 7.610 a Jon 2920%Mfrek"adied,lac.Too Mor2207ftUM0 Pace Iofi Copyright a 2016 Unlversal-Forest Products,Inc.All Rights Reserved 2412 ��—T 2012 1-" 4 9 0 24.12 2-0.12 5 1x8 II 1x311 *6 2.6x4 II 2.6x411 2 14 3 4 5 6 7 15 6 8 1 t 12 tVS] 3x4= 8x4= 13 10 3.E"= 3,W 2412 1 2042 t 340 1 2.0.12 , 2-012 11-3.0 Plate Offsets 2112 i :0.280•- '0"_Fdy 1&0.240.171.16:0.2-8.0.1-81t6.040Yf10:Ed 4 ])ii:04A&J I,it20144141MkEdaen+11 LOMWG0" SPACING. 208 CSi. DEFL. N Qoc) Sdefi Lid PLATES OIeP Tat L 411.4" P1ale OdP DOL 1.15 TC aa1 Veda y -0.22 i0-1t >801 240 W20 1071144 (t3ragnd Snow--50.0) Lumbar pOL t.ib BC 0,87 ve >437 TCDL 400 Rapishassbicr YES W8 0.34 Ibad{TL) pot 1410 tda nk BOLL t • Cods i /fPtIoa7 (Mabix) Wd2W 20 lb FT-O% a LUMBER- BRACINO- TOPCHORD 2X2 SPF Nat TOP CHORD Structural wood shealhisgt1 o*applkdort7.OooPurling.except andvattmis. BOT CHORD 2x2 SPF Mot BOT CHORD R40d cAndo dkadky aWled or 9443 o0 brednp. WEBS 2)Q SPF H02 REACTIONS.W*S) 13.72111tk",10=728144" Max Herz 13=44(1.0 7) Max UpRIS-110(LC7),10=--110"8) FORCES, (1b)-MetomwnComproegionWaximumTWWW TOP CHORD 1-2G•Sa141,2-14=A571263,3.1��631163,3-4=-8611256,43=•96?P257,68=982!257,8.7 9W/Z68,7-16=.8lXi;Q4,8.15=-9671153,8.9=-38411,1-13�7221f5,0-10x-122146 BOT CHORD t2 i3=•1261606,11.12F-172Ia61.iO4l•120A608 WESS 3-12=9071108,7-11=-907H09.2-W4116M.2-12-83M."I-4MIA 6-10~8151202 NOTES- (/1-12) 1)Wind:ASCE 7-A Qtanph;TCDL=GAW.BCM--&Q*h=3*Cat.B;Fags 0;enclosed;MWFRS(lwMw)gable and zone and C-C EAio42)zone:end wAkel Lab and tight ex)wsed�C C kumemUen and forces 8 MWFRS forfoaetkxn sbolr.Lumber DOL=1.60 plate gdp DOL=1.80 2)"TCLL;ASCE 7.05;Pg-504 psi(grand mww);Pax venae(min,roof wAm-4rs.4 pst)am load cased Ode"It B0 0:Pargaty 919401-1.1 � 3)Roof design snow bad hes been reduced to account fordape. 4)Unbalanced snow bads boo beam ont drfatad for Oda dealgrs i 61 This truss has been designed forbade triad mmgnaIlarm which include cages Wilt rsduc lans farmWgg&eaneuaem pre loads. 6)Provide adds uele drainage to Prevent%alar ponftZ 7)TMs Wes)nes been designed fora 10.0 palliation dwrd rive land nonwnaward with arwotharfive bade. 81 a This truss fres been designed fora pre bad of 26.6paf on to bottom chard In all areas where a reclarmb 360 tag by204wtds VAR betwsen thehagom chard and any cdow members. 8)Pro4da macho"connection(by o4wo of teas to boaft pbb capable of wtlhsta ding 110 b uprifi all"43 and 110 b U*ai)del is 10)This truss has base desi ffned N aeeordarws wipe the 2000 IBC Sed lon 2309AA 20081110 Section S02.ta2 11)MaMdacturarehaA prod bend the"2X1"top chord to ensure toes can be constructed without adverse reaAd stress Indoduced Ito the truss asseaft Bolton chord shay remain MahwWa lop of beating traps filer top diad has been basad and owet2od. E-signed by Kevin Freemen 12)Rderenoo t1FP Engireedng Bulelkt 0608 for infotmapotu an[s-gredtlg ripped kinder. T.R ARNOLD&ASSOCIATES,INC. P.O.Bax:1081 !l� Etirhw,IN 46514 y" States) Massachusetts - Accredited and Inspection Agency FREEMAN- This daianem s-nifi d being in conformance Witt State Budding Cedes. - pate Apr 12,2016 .(�- }p A wan d thiswtint doenad deer tauum Ad:e«apve tC��rsT1rR" - arry orMssian a deNathn Iron Me requfremertts d - � C�V appd ae state taws. Y}- The protessiotsl eralnewing said Irdlcaas pmt a licensed profeasianal has reviewed the a�a�under the ataMards rebranced wgMn this daamem, 3122/2016 not tows Q�b ta6latxWer bstate bull" adopted bvdSV code Imst�with ft�itp of W ordestnat a e.aelelmina8on oawAblher AWARNING -Verify design parameters and READ NOTES thilvarsal Forest Products,ins 28M EASTBELTLINE RD.NE Tmushelf net becut ofo"Ied90oulapprovelofthe son desIpod Aar, PHONE(616)364$L81 FAX(S18}985AM GRANDRAfIDS.M140825 This componanthasa*been dnWed(arthebadspoled onfhisdrauhp.CooskuftaondWftWmhmnabonoondd6tiA ThebuAaisrospoaslbta forW tgmethodeendsysfemdesiga.BudlderrospartsibBpasare defined utWwTPl4.TMsdesign Is based odyupon parameters shoinn,and IsW an IrulMdoal bugdta0 compoaeNa ba 1ns1e1ed aM laaded vedkally.AppyaaMtpr of dealgn lsrameters ud properkvgtppatMn doanponaMffi mspans)61�atbuAdlag designv-not W as dastgnet.Btaeingshepa is forlakref supped ofiddN>idudvnb rrumben only.AddBdnd temporarybrating b kwtro detdlpy dttrhp eomkurdtotn Is the meponsIft alike eleCfeL Addhionalpemsnent boring dike ovanfi cincture Is the mspenebNiydlhe Mdtding designer.Forganeralguld mos regardlag fatxicelkin.9aagty ca trel,"a,40".ereellen and bracing.consult SCSI I-W 8ma the WOWTrale countl ofAmetda andUnd,tight huMde Recomnrndabn avepeiht G� COMcheck Software Version 4.0.2.8 Envelope Compliance Certificate T.R ARNOLD&ASSOCIATES,INC. Project Information P.O.Box 1081Elkhart,IN 46514 Energy Code: 90.1 (2010)Standard State(s) Massachusetts Project Title: Accredited Evaluation and Location: Northampton, Massachusetts Inspection Agency Climate Zone: 5aThis document is certified as being in conformance w th State Building Codes. Project Type: New Construction Date Apr 12,2016 Vertical Glazing I Wall Area: 7% Approval of this doctnnenl does not authorizeapprove any omission or deviation tram the requirements of a iwble Stale Laws. Construction Site: Owner/Agent: Designer/Contractor. Building Area Floor Area 1-Office:Nonresidential 2120 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget Ll- or R Value R-Value U-Factor Factorty Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Office] 2120 43.0 0.0 0.024 0.027 Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1-Office] 1621 21.0 0.0 0.062 0.064 Window 1:Vinyt/Flberglass Frame,Perf.Specs.:Product ID Horizontal 84 — -- 0.290 0.350 slide 7-D,7700 series,SHGC 0.40,[Bldg.Use 1-Office](b) Window 1 copy 1:Vinyl/Fiberglass Frame,Perf.Specs.:Product ID 24 -- — 0.290 0.350 Vertical slide 7-D,7700 series,SHGC 0.39,[Bldg.Use 1-Office](b) Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Office] 40 -- - 0.500 0.700 Floor 1:Wood-Framed,[Bldg.Use 1-Office] 2120 30.0 0.0 0.033 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified In accordance with NFRC and requires supporting documentation. EnvelopeD- , better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented In this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.2.8 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-TitleSignature Date A OF r9 J O ,•i �Q JAY H. w000 N ow CIVIL pft 833t7� a ��t✓'1�•�.h 13Z;�Dei�f,» � � �. •••.•atrrr�+'� Project Title: Report date: 03/22/16 Data filename: M:\Ephrata_Pennsylvania\PA-029982-VANGUARD MODULAR BUILDING SYSTEMS-F-3664 Page 1 NORTHAMPTON,MA\200-Engineering\20-Calculations\MA comCK.cck COMcheck Software Version 4.0.2.8 Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard Project Tltle: Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Office 2120 0.90 1908 Total Allowed Watts= 1908 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Office Linear Fluorescent 1:48"T8 32W.Electronic. 2 27 65 1755 Compact Fluorescent 1:Spiral 26W:Electronic: 1 2 27 54 Compact Fluorescent 2:Spiral 26W:Electronic 1 2 27 54 Total Proposed Watts= 1863 Interior ► ► D- better than codo Interior Lighting Compliance Statement Compliance Statement. The proposed Interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.2.8 and to comply with the mandatory requirements listed in the Inspection Checklist. /� ��sitl� Name-Titl Signature—+ Date N aF N T.R ARNOLD&ASSOCIATES,INC. JAYH. 'y.. .... s - Elkhart, ---woo IN 46514 —WOOD State(s) Massachusetts fJCIVIL N Accredited Evaluation and 9�P ho 3357%` Q, Inspection Agency �O Q�S3T1F�\b This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 APProval of this doaanent does not atrth"me or approve any omission or deviation from the requirements of applicable State Laws. Project Title: Report date: 03/22/16 Data filename: M:\Ephrata Pennsylvania\PA-029982-VANGUARD MODULAR BUILDING SYSTEMS-F-3664 Page 2 NORTHAMPTON, MA\200-Engineering\20-Calculations\MA comCK.cck 77 COMcheck Software Version 4.0.2.8 Exterior Lighting Compliance Certificate T.R ARNOLD t ASSOCIATES,INC. P.O.B•:1081 Elkhad,IN 46514 Project Information State(s) Massachusetts Accredited Evaluation and Energy Code: 90.1 (2010)Standard hmspecdon Agency Project Title: rn.smjsceroeed,snri°ginc°rfo n°e Project Type: New Construction �"1"`�°e°pr 1`°d°s. Date Apr 12,2018 Exterior Lighting zone 2(Light industrial area with limited nighttime use) ""^dau�nd°es°aaunraxa° � �y°mrsv�u eeraum eom me,e�„Ane,ns a Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Main entry 3 8 of door 20 Yes 60 Other door(not main entry) 3 ft of door 20 Yes 60 Total Tradable Watts(a)= 120 Total Allowed Watts= 120 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areasisurfaces. Proposed Exterior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(3 ft of door width) Tradable Wattage Compact Fluorescent 1:Spiral 13W.-Electronic: 1 1 14 14 Other door(not main entn+)(3 ft of door width):Tradable Wattage Compact Fluorescent 2:Spiral 13W:Electronic 1 1 14 14 Total Tradable Proposed Watts= 28 I hting PASSES: Design 96% better than code Exterior L Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented In this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.2.8 and to comply with the mandatory requirements listed in the Inspection Checklist. l[%i 4 — ti^i reser- Name-Tile Signature 9 Date V%k OF o JAY H. CIVOD IL ,A NO.3357% 0 IST s�QNAt E'A Project Title: Report date: 03/22/16 Data filename: M:\Ephrata_Pennsylvania\PA-029982-VANGUARD MODULAR BUILDING SYSTEMS-F-3664 Page 3 NORTHAMPTON,MA\200-Engineering\20-Calculatlons\MA comCK.cck zt� Seven D Web Quote-Printable Quote Page 1 of 1 T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 E &vt,IN 46514 chusetts 1001 Loop Road Accredited aluation and PO.BOX 44•/` Inspecti n Agency Ht?liftt tysbwo,Pe 16640 %s documents cerhfl -being in conformance Phone:1-800-807-7006:(814)317-4077 w,th S>to ,Id,ng Codes. Fax:(814)317.40&5 Date pr 12,2018 W811sita:YWUWIDINDUSTRiES.COM App nal h,s do.m. nd au lmze u app we V arty—p-or dena4 hom the requremmrs o! ate Laws. CELEBRATING 20 YEARS M THE WINDOW I7VDUSTRY1 Quote Number:114550 Ship To-DEFAULT User:weabral-Wendy Cabral(10000) 1001 Loop Road weabral@degol.com Hollidaysburg,PA 16648 814.3174077 Job:MarkBue/TsiegristaQmarklinepa.com Line Itemcode Description - Color Qty Price 1 t S9774030 NUW CONSTRUCTION 7HVOUMON 7700 SERIES WHITE 9 1127.44 i SINGLE SLIDER S1,14b.96 Make Sf=47112x351/2 Rough Opening:48 x 36 Mal— NO J-CHANNFdA1001111111lbsi- -A ARGON 35112 LOW B SCREM DWA1 LED pawpW 47111 DP30 RATED UFactor-0.29 Solar Gain-0.40 Visualmana=0.57 Au Loakage=0.14 Sublotobi 51,146 96 Total: $1,1469 Comments: Prices will beheld for 30 days from date of quote.Please verify with your local and/or state code eoformueot agency to determine if product quoted adheres to necessary codes.Seven D Industries,LP rri0 not be held responsible for product that does not meet your•particular code locsftty,Quote total is based on the quantities listed.If there are any changes or discrepancies In the quantities listed,the unit priee w81 be the preyatitng rate. littp:r/www.7c industries.com/webquotw?iintableQuote.aspx7QuoteNumbej==1145S0&Type... 3/1/2016 Seven D Web Quote-Printable Quote Page 1 of 1 T.R ARNOLD t ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts 1001 Loop Road Accred Evaluation and P.Ot.tBox ¢¢�111..47��r�aa n Ins tion Agency - HO MY94U19,Pa IN48 This document is ified as being in conlwmance Phontl:1-400-807-70 06*(814)3174077 �b to Building Codes. Rix:(814)317-4085 Date Apr 12,2016 W11b61te:W W W.7DINDUS Mk8.00M AM .10th,'d� wd ones n.auhn Qe w aw any wrXsslan w8tinn from the,egtnremenls of awe State Laws. CEMBRATI.NG 20 YEARS IN TIM ffT DOW.IIVDUSTRYI Quote Number:115382 ship To:DEFAULT User:weabral-Wendy Cabral(10000) 1001 Loop Road weabral@degol.eom Hollidaysburg,PA 16648 814-317-4077 Sob:MarldinelTstegrist@marldinepa.com Line TtemCode Description Color Qty Price 1 SH773040 NSW CONSTRUCTION 7EVOLUTION 7700 SERMS WHIPS 2 $95.32 SINGLEHUNG $190.64 Maim Sino:35 518 x 47 3/4 Rough Opwkw 36118 x 48114 BLOCK AND TACKLE BALANCS3 NOI-CHAtaIAL ARGON 47314 LOW-H SCREENnWALLEO eswaw DP50 RATED 3S S/8 UFachor=0.29 Solar Gain-0.39 Visual Trm-0.57 Air4aimp=0.20 Subtotal: $190,64 Total: 5190.64 Comments: I Prices will be held for 30 days from date of quote.Please verify with your local amUor state code enforcement agency to deterlulrie U product quoted adheres to necessary codes.Seven D Tndush ies,LP will not be held responsible for product that does not meet your particular code locality.Quote total is bmed on the quantities listed.If there are any changes or dim-epancles in the quantities listed,the uaitpritewill be the prevaillog rate. littp://www,7dindustries.com/webquote/PrintableQuote,.aspx?QuoteN-Lunber=115382&Typ.,. 3/2212016 r 4 ■ ■ ■ KG. 265 • . Zr-7-- J -t� W6r-k/04 f i I Y J i I 4 T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 State(s) Massachusetts Accredited Evaluation and Inspection Agency This document is certified as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not authorize or approve any omission or deviation from the requirements of applicable State Laws. I, • Project: StruCalc 9.0 aaee Location:COL2 Column [2015 International Building Code(2012 NDS)] " 1.5 IN x 2.5 IN x 2.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 4/6/2016 11:44:18 AM Section Adequate By:96.3%d VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 110 Ib Dead Load: Vert-DL-Rxn= 2 Ib Total Load: Vert-TL-Rxn= 112 lb COLUMN DATA Total Column Length: 2.5 ft B Unbraced Length(X-Axis)Lx: 2.5 ft Unbraced Length(Y-Axis)Ly: 2.5 ft Column End Condtion-K(e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES§ #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 801 psi Cd=1.00 C1=1.15 Cp=0.61 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1313 psi Cd=1.00 CF=1.50 2.6 It Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1313 psi C&I.00 CF=1.50 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Column Section()(-X Axis): dx= 2.5 in Column Section(Y-Y Axis): dy= 1.5 in Area: A= 3.75 in2 Section Modulus(X-X Axis): Sx= 1.56 in3 Section Modulus(Y-Y Axis): Sy= 0.94 in3 Slenderness Ratio: Lex/dx= 12 Ley/dy= 20 Column Calculations(Controlling Case Only): A Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 30 psi Live Load: PL= 110 Ib Allowable Compressive Stress: Fc'= 801 psi Dead Load: PD= 0 lb Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 2 Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Load: PT= 112 lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib Bending Stress Lateral Loads Only()(-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1313 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby= 1313 psi Combined Stress Factor: CSI== 0.04 [VOTES - _ T.R ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46514 state(s) Massachusetts Accredited Evaluation and Inspection Agency This document is cerbfted as being in conformance with State Building Codes. Date Apr 12,2016 Approval of this document does not audwdze or approve any omission or deviation from the requirements of applicable State Laws. s r 8 7 Yl,-29116 6 5 4 3 2 1 60 0" 16'-0"----_'14'-0-----------------1—14'-0" 16 0° FACE OF UNITFOUNDATION D D 2._0.. PIER(TYP) FACE OF UNIT MK1 MKI MKI MKI M 1 P2 P2 P2 P2 13-I21 13' 1.�" X4 TIE y_0 1 I-9 1-9 --------- 3- � I MK MKI MK1 M MK3 MK1 MK1 (TYP) BARS P2 PZ P2 PP2 P2 P2 3"CLEAR CORED PEDESTAL TAS L 3" 2'-6" FOUNDATION (SCALE: TSP) C C 35-4" 11-94' --7'-10"�7'-10" 13' 4" 8' 2" e'_2" 14'-8" MKI MKI MK2 MK2 MKI MKZ MK1 EMB.;E 1/2 X 12 X 1'-0" P2 P2 P2 P2 P2 P2 P2 X4 PES EL 286.71 0 12-, 16"X 16"PEDESTAL FINISHED GRADE �+6, E� FACE Of UNIT 05 BARS(T1P) A� EL 285.39 B C� 8"FOUND.SEAT 4'-0" EL 28689 El 286.88EL 285.39 EL 286.88 (MIN.) EL 288.39 EL 288.39 EL.286.89 r . -pl - - - - - - - - -PI -1 1 - i'i- X4 BARS®18"O.C. 1"GAP �Pt _ - PI_ 1'-0"WALL J / T EACH WAY-TOP 1 1/8"/FT __ 1/8"/FT CROSS' FACE OF UNIT p B 5'-I" Cft055 - - - - - - - - _I SLOPE - - - - - - - - - - - I SLOPE J ��ARIESB N6 BARS®12"O.C.C SLOPE _ _ - - - SLOPE_ _�_ 2'WIDE X 1'DEEP EACH WAV-BOTTOM - - FOOTING 3"CLEAR PPDESTAI 1'-0"WALL (SCALE. 1/2"=1'-0') j z I'B FOUNDATION LAYOUT A TT (SCALE: }/t6"=1'-0") O> W FRANCIS P.HARRIGAN 11,P.E. A FOOTING DIMENSIONS NOTES: STRUCTURAL ENGINEER FOUNDATION LAYOUT MK. LENGTH W10TH 1. ALL CONCRETE SHALL BE F'C=4000 PSI 181 LITTLETON ROAD,UNIT 225 HQ IN IN 2. ASSUMED SOIL BEARING CAPACITY IS 3000 PSF CHELMSFORD,MA 01824 MKI 24 24 3. TIEDOWNS SHALL BE INSTALLED AT LOCATIONS SHOWN ON BUILDING NO MK2 30 24 PLANS PER MANUFACTURER S RECOMMENDATIONS. PARKS A RECREATION MK 36 24 4. RAMP BACKFILL AND REINFORCEMENT SHALL BE AS SHOWN ON MODULAR BUILDING BERKSHIRE DESIGN GROUP DRAWING L101 mrt w. w. '^• 4/28/16 w g 7 6 5 4 3 2 1 A-� B 8•-p-�18'-0" '{�5'-0" 18'-0" s'-0" `6'_0. j FF EL.288.39 B.O.S.EL.286.71 E__286.89_ B.O.S.EL.288.71 FIN.GRADE EL.286.21 B.O.F.EL 281.39 RAMP ELEVATION (SCALE'. 3/16"=1-0) C � FACE OF BLDG FACE OF BLDG 4� I" 5'_0' 1'. FACE OF BLDG FACE OF BLDG a' EL. 88.39 L L 2 8.39 I.5'_p^ i" 5' 0" b' 1 EL 286.]1 nl.288.71 L EL 286.89 El 286.71 EL 286.71 EL.286.71 EL.2"71T771 L 285.39I� - L285.39 EL.285.39 EL 285.39 i 5-8 I6I.281.39 L.281.39 EL.281.39 EL.281.39 (3)NS BARS V-0"EL.281.39 L_p,. 2'-0-1- SECTION D-D SECTION B-B SECTION C-C SECTION D-D SECTION E-E (SCALE: 1/4"-I'-0') (SCALE: 1/4^=1'-0-) (SCALE: 1/4"=i'-0") (SCALE: 1/4"=I'-0") (SCALE: 1/4"=1'-0") B LL 2 �vAaIES T�2 ��VARIES I/2 !/2 I 1 I I ural rral JJ�� I BENZ PL 1/4% BENT e t/b% N gSSx SE[TIIXI i —ALE1'=1'-0') (SCALE P�A,T�PI Phu z ' (SCALE'1'-I'-0'l O> W A ENG FRANCIS P HI II,P.E. STRUCTURAL ENGINEER RAMP ELEVATION AND SECTIONS A 181 LITTLETON ROAD.UNIT 225 CHELMSFORD,MA 01824 NORTHAMPTON PARKS k RECREATION MODULAR BUILDING 4/28/16 p 5-2 0 2 OF 2 8 2 7 6 5 4 3 K 1 INDEX OF INFORMATION DESIGN CRITERIA 6a'-o PE SEALS: �- ?a'-o" ta'-o• ta'-o' --ia'-o• Dw P Description Deg. Date Last Rev. Date MODEL: F-3664 2-0. 2 0 St COVER/ LOCKING 3/23/16 4/6/16 ACTUAL BUILDING SIZE: 35'-4"x60'—O' S2 SPECIFICATIONS 3Z23/16 4 6 16 BUILDING SQUARE FOOTAGE: 2120 At ARCHITECTURAL 3/22/16 4/6/16 OCCUPANT LOAD: 34 A2 ELEVATIONS 3/22/16 4/6/16 CONSTRUCTION TYPE: VB N 1 7.0 + 10.9 10.9 7 : 10.9 �7.0?1 MAIN FRAME BEAM (TYP) E1 ELECTRICAL& CALCULATIONS 3/22/16 4/6/16 OCCUPANT GROUP: B H1 HVAC/SECTION 3/22/16 ' BUILDING LOCATION: NOR HAMPTON, MASS.DI I D2 CROSS SECTION PLUMBIE 3/23/16 23/16 4/6/16 HEIGHT ABOVE GRADE: 15'-0" MAXIMUM 1� ———— ,7 23.2 12.0 12.9 i DESIGN VALUES i ——— —— ————MATE L E (TVPi'® —q D2 FRAME 3/15/16 m1,816.3 10.8 16 b— —E3" DESIGN TEMPERATURES u T tI ' � 4-011'-9' 6-3'INSIDE; DEGREES: 72 13-1 1/2' C OUTSIDE; DEGREES: -3 - - T-10' a a f 1T8.0-® 7.2 21.8 18.2 10.9 21.0 10.9TJW IL Location of Information Labels: Dato Plate & Insignia are on wall ® Electrical Panel I I awDODBnI A Total Number Of Sheets In Each Set: 9 I I M&IM7, aC DESIGN LOADS N, 1�7.0� 10.9 10.9 10.9 �7.ob I cam' Notes: t -- �a-—�-s�� -B.�a--'gr-1 FLOOR LIVE LOAD; PSF: 5D T a BUILDING PE METER(TYP)=L pA/JH�/�q1 L The job specifications supercede the detail specifications where ROOF DEAD LOAD; PSF: 10 d`��DlJ7 lDi U there is a conflict. GROUND SNOW LOAD; PSF: 55 BLOCKING POINTS PLAN Scale 1/8'=1'-0' h ALL ITEMS THAT ARE Exit doors to remain operable Burin business hours from the ROOF LIVE/SNOW LOAD; PSF: 45 Notes. CLOUDED ARE FIELD Pe 9 1) FAILURE TO SUPPORT THE BUILDING AT EVERY BLOCKING POINT inside without the use of o key or any special knowledge. CORRIDOR LIVE LOAD; PSF: 100 SHOWN MAY CAUSE STRUCTURAL FAILURE, INSTALLED- BASIC WIND SPEED; MPH: 100 2) This Is a suggested blocking plan and suggested tie down Installation.The a G All single occupant toilet rooms are to have privacy latchsets. WIND EXPOSURE CATAGORY: C actual plans required to satisfy site conditions shall be performed by a IMPORTANCE FACTOR: I 1.0 registered engineer or architect.Mark Line Industries,Inc.assumes no ,>,.,,tt A 2 1/2"wood shim, corresponding with the finish material resiowsibluty For Foundation design and construction w i" / P 9 EXPOSURE FACTOR: Ce 1.0 on 3) The togitudinal perimeter piers may be shifted inward to be flush with thickness, between top and bottom plate bearing surface in ¢ Z a Z lieu of compressible materials, e. . THERMAL FACTOR: Ct 1.1 outside edgy of trend to loss skirting w p g gypsum or carpet. (Loud 4) .. SEISMIC DESIGN CATEGORY: B ®Denotes Frame tie dots rated ns.Tie downs to be within hi t t pen bearing walls only). Te downs and components rated a 3150a min,furnished and Installed ACCUPANCY CATEGORY: II by site contractor. Mechanical operated ventilations stem to provide minimum RESPONSE COEFFICIENTS; 5) The site contractor is to verify the r 7.R ARNOLD iA s 1081 THS,INC. N P Y P y proper noting tine growth P.O.Ra:lOBl outside air via HVAC air handler w/ fresh air intake. (SDS) 0.235 dimensions)based on actual site conditions and requirements. Elkhan,IN 48514 rn z 6> Masonry unit piers h accordance with local authority. o $gl 0.106 states) Mnwachuaem A Allow 1/2'per mating the for nate-up growth. Mechanical Ventilation: Required: 589 CFM AcaedaedEvahstionand > o SITE CLASS: D 8) Overall module 4 building dimensions are measured to outside face of w F Provided: 654 CFM ming,Width of atiDn"g°^°y N wall fru projections 6 thickness of sheat and rn.a"a,memm Gemmed-cepa p,�onraroe"ce ¢ a WOOD FRAME: hkw BASE SHEAR; 0.036 W slang are not Included h these dnensrons o a m wph stele 6uM 1.20 i F- Building shall be located with a fire separation of more than s) Loads ore m tong lbs. 10 feet from property line. Exception: The building can be 10) Loads bosed upon Roof Live Load of 45 psF,Floor Live Load of Date Apr 1T,2014 MASSACHUSETTES CODES 5o sf and BuOd Dead load of 3s "°""" located less Than 10' fire separation on the same property if P rro Psf. w„emwa,ad..ap.,em wet.a,p«ee,na the buildings can be classified as one building as per 2014 NATIONAL ELECTRICAL CODE International Building Code Sec. 503.1.2, and approved by the * as rs as *s ® 8 local jurisdiction where the building is to be located. MASS. STATE BUILDING CODE, 8TH EDITION NOM CABLE OR STRAP NOTE, CABLE OR STRAP MAX HORIZONTAL OR VERTICAL RATED ! 315041 MIN, MAX.HERZR+TAL DR VERTICAL_ RATED a 3150# MIN. 2009 INTERNATIONAL MECHANICAL CODE ' LOAD RESISTED BY ANCHOR LOAD RESISTED BY ANCHOR This building shall not be located in a flood plain. AND STRAP 2025 LBS. FLOOR MASS. STATE PLUMBING CODE AND STRAP 2025 LBS FLOOR w e 2012 INTERNATIONAL ENERGY CONS. CODE ' P.T. 2x8 WOOD FRAME P.T.2x8 WOOD FRAME If this building is located within a hurricane-prone region. SHIM 8' LONG MIN. SHIM 8' LONG MIN. w"r Then approved impact-resistant window covering per IBC MASS. RULES & REGULATIONS OF THE SOLID CONCRETE CAP CONCRETE ANCHOR SOLID CONCRETE CAP MINUTE MAN wo w 1609.1.2 is supplied and installed by others at site. ARCHITECTURAL ACCESS BOARD CMU PEER EMBEDDED 15' EARTH ANCHOR MIN. IN CONCRETE CMU PIER OR EQUAL `` I Total Outside Air Required: 589 CFM *= w MASSACHUSETTES AMENDMENTS ' Total Outside Air Provided: 654 CFM +• • EITHER ANCHORING R METHOD IS PERMITTED is if this building is over 35,000 cubic feet, the site requires the SUMMARY INFO - c services of a Massachusetts licensed architect or engineer. F This service shall be provided by the site contractor. CORPORATE OFFICE: a m Mark Line Ind. Inc. TIE DOWN DETAIL w/CONCRETE ANCHOR TIE DOWN DETAIL w EARTH ANCHOR oa A. HEATING SYSTEM INFORMATION: 51687 Count Road 133 a System Type: forced air, Fuel: Elec y SCALE:1/2"=1'-8" SCALE:1/2"=1'-0" Chimney/Venting System Type: N/A Bristol Indiana, 46507 s PLANT ADDRESS: RE B. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION: 51687 County Road 133 lu OElement Required "U' Actual "U" Bristol Indiana, 46507 NOTE. Z W Wall 0.141 0.062 (MFG # 130, EXP. 4-30-16) 'Clearances of wood Floor framing and watt sheathing materials shall comply with the W Z Floor 0.055 O.D33502 Alexander Drive requirements of IBC section 2304.11.2, specifically they shat( be 8' from the exterior grade and 18' from the Interior crawls ace rade' unless the wood C O F Roof/Ceiling 0.059 0.024 P e products are naturally durable a of Ephrata Pennsylvania, 17522 wood or preservative-treated per AWPA Ul (Commoolity specifications A or F) C, O Doors 0.650 0.500 (MFG # 133, EXP. 4-30-16) z Windows 1,36Q 0.300 0 Foundation N/A N/A THIRD PARTY INSPECTION AGENCY: TIEDOWNS TO BE WITHIN c� z O 2'-0' OF A PIER (TYP) U T.R. Arnold & Assoc. Inc. 2'-0• � d C. SUSPENDED CEILING LIGHTING FIXTURES: Auth. I. A. 03 EXP. 4-30-16 (MAX) P.T. 2x8 WOOD MODEL: Electrical fixtures containing ballasts are to be supported by r s SHIM 8' LONG NIN, SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 building structure via wire, chain, or threaded rod having ■!■■■t■t!■■■■t[i i■■■t■!■■■■!■■■■!■■t■ adequate tensile strength to support fixture and shall be Site contractor is responsible for supplying and/or installing BEAM CLAMP FLOOR ■ ■ DATE: attached to no less than one point at each end of the the following items in accordance with the applicable codes: OR EQUAL (TYP) FRAME SOLID a�a ■ ■ 2/29/16 fixture. STRAP RATED ! _CONCRETE CAP wH F ■ ■ Accessible Access to Building and Signage 3,150 LBS. MIN(TYP) ° v ■ ■ DRAWN BY: Building Location: CMU PTER ; ! AARON Address: 100 BRIDGE ROAD Crawl space access opening of 18"x24"minimum ! ■ DRAWING SCALE: NORTHAMPTON, MA 01060 Crawl Space Ventilation ■ AS NOTED 1 square foot per 150 s ft. of building area MINUTE MAN EARTH ! ■ QUOTE NO.: ( g P q g ) ANCHOR w/ STABILIZER Q Diagonal Frame Tie Downs and Anchors PLATE OR CAP ■ ■ QTE00025523 DATA PLATELife Supply and Waste Lines Below and/or Outside Building OR EQUAL (TYP) t ■ SERIAL NO.: The nave mat.. to b. a <a Roof Vents, Stacks, and Caps Above Building ■ ■ ' This building is limited to Fre Extinguisher ■ ■ PA-029982-84areas of 45 PSF or Drinking fountain LONGITUDINAL TIE DOWN DETAIL DRAWING NUMBER: SCALE:1/2"=1'-8" ■ ■ �� ■t!■■!i!■!■!t!■1111■!t■t■■■tt!■!■■■■■ 6 MISCELLANEOUS S-XS-W/HOGD, UNDER EAVE, -STATIC NOTE NO MANIFOLD OF DIPJ PIPING PROVIDED PE SEA-LS: SPECIFICATIONS EXTERIOR DOORS 2 WATER CLOSET ELONGATED BOWL, HANDICAP TANK TYPE W1 OPEN FRONT SEAT, 1.5 GAL ITEM (1) W/UEFT SIDE HANDLE& (1) W/RIGHT SIDE HANDLE FRAMES R OTY DESCRIPTION REV I QTY I ITEM QESCR'P 2 3/0X6/8 1357,COMMERCIAL STEEL, 18 GA, W/ 16GA STEEL JAMS, 2 LAVATORY WALL HUNG, 20XI6'VITREOUS CHINA, HANDICAPPED TYPE I - R-T, WEATHERSTRIPPING - PAINTED W/SINGLE LEVER.PLASTIC TYPE 2 (Ml2XI0.8) I-BEAM W/ a Elmipl-SEAM X-MEIRS 0 48 PERIMETER D.C., to-I-am X-MGRS 0 AXLE AREA W/ 5-HANGERS& 2- W/ PANIC AND LEVER SEr, GRADE I W/IC, BEST CC TUBE SPACERS, BRACE TOP FLANGE OF X-MORS 0 1/3 POINTS W/HANDICAPPED THRESHOLD W1 MASS. APPROVED FAUCET, 0.5 GPM HITCH TYPE DETACHABLE W/OVERHEAD HYDRAULIC CLOSER W/MASS, APPROVED P-TRAP, LONG ARM BRASS AXLE QUAD(2 TANDEMS)W/MAKE ON(2) W/ 5-X20-SAFETY GLASS 0 43-A.F.F. W/PREFORMED FOAM PIPE INSULATION OVER PIPING W1 75 1/2' SPRING CENTERS I SERVICE SINK FLOOR MOUNTED, 24-X24-W/FAUCET NOTE K LINDER SAM W/3"wn ALL FINAL DOOR ADJUSTMENTS ARE TO BE MADE ON SITE BY AXL13 TO NOTE OTHERIL I WATER HEATER MOP SINK REQUIRES 6GAL. MIN. TANK TYPE w/METAL DRAIN PAN do MISCELLANEOUS FRAME TIE DOWN STRAPS,SUPPLIED AND MWALUID ON SITE By OTHERS SEE COLOR CHART FOR SURFACE COLORS VACUUM RELIEF VALVE MISCELLANEOUS SOLID REAR X-MBR. W/ 7/16' H% ll;* .FOR 3 T,1310LTS THRU NOTE WATER HEATER NOT PLUGGED, FILL W/ WATER PRIOR TO BOTTOM P I,SQLI� FRAME ENERGIZING. FLOORSINTERIOR DOORS 2 ACCESSORIES TOILET PAPER HOLDER, SINGLE ROLL REV OTY I ITEM DESCRIPTION REVQTYITEM DESCRIPTION 2 set ACCESSORIES GRAS BAR, 42-, STEEL PEENED BOTTOM BOARD ROLL TYPE I 2/0X6/8 #671, PRE-FINISHED HOLLOW CORE 2 ACCESSORIES MIRROR, 18*X38" FLOOR JOISTS 2XII, IS-D.C.. (LONGITUDINAL), (SPF GRADE #2), X-MGRS 6 7 3/0X6/8 #670, PRE-FINISHED HOLLOW CORE I EXTERIOR FREEZE PROOF ANTI-SIPHON CENTER POINT SUPPLIED INSULATION R-38C FIBERGLASS, UN FACED(10 1/4') CATHEDRAL 6 W/PASSAGE LEVER SET, GRADE 3 NOTE DRINKING FOUNTAIN It INSTALLED BY OTHERS A?SM N DECKING 6/8'MGM PERFORMANCE OSB,T&G(SPAN RATING 20"D.C.) 2 W/PRIVACY LEVER SET, GRADE 3 NOTE ALL PLUMBING BELOW FLOOR PRMCED BY OTHERS. likor A. COVERING 1/8-VINYL COMPOSITION TILE a MISCELLANEOUS DOOR STOP, FLOOR MOUNTED NOTE HEAT TAPE suppm wr anium AllIVIL NOTE FLOOR DECKING HELD BACK 2 1/4'AT MATE LINE-SITE IFIIHISH 1 6/0X6/8 #672, Ell-PASS, PRE-FINISHED, HOLLOW CORE(DOUBLE 3/0) NOTE PLUMBING STACK SHFM LOOSE,SITE 06VLM BY OTHERS, 11INKID NOTE FLOOR TILE HELD BACK 5 1/2'AT MATE LINE FOR INSTALLATION BY OTHERS 2 MISCELLANEOUS FLUSH CUP PULLS HEATING-VENTILATION-AIR CONDITIONING (HVAC) T.R ARNOLD ASSOCIATES,INC. 71877 a MISCELLANEOUS BOLT END WALLS„k SIDE WALLS TO FRAME (SEE DETAIL) I MISCELLANEOUS DOUBLE BOX TRACK AND HARDWARE REV OTY ITEM DESCRIPTION P.O.Red,loll WALLS S L7 11110dual,IN 46534 3 HEAT/COOL WALL HUNG, GAS/ELEC., 3 TON COOLING, I PHASE, 90,000 STU sta.(.) Mitauschusoft AL REV I OTY I ITEM I DESCRIPTION WINDOWS INPUT& 74,000 OUTPUT FRAMING 2X6, I6r_6._C_.7TSPF GRADE #2) 3 THERMOSTAT HEAT/COOL, A/C. PROGRAMMABLE Ac-dilhx!Evaluation and WALL HEIGHT 8'-4 1/2- REV QTY ITEM DESCRIPTION Inspection Agency M 6 (DOUBLE STUDS 0 4'-0'D.C.) 7 48X36* ,f UH, VINYL FRAME, HORIZONTAL SLIDER W/SCREEN WHITE OUCTWORK 17"XI I”O.D., FIBERGLASS, CEILING SUPPLY(R-6) The—_vw.� TOP PLATE DOUBLE 2X (SPF GRADE 13) W/LOW-E& ARGON GLASS DP30 10 SUPPLY AIR DIFFUSER 12"x12" IN CEILING WITH ADJUSTABLE DAMPER SWe� g— ALLITEMS THAT ARE AIR 12,2016 C CLO L40= INSULATION R-21HO FIBERGLASS,KRAFT FACED(S 01 W/CLEAR GLASS 6 SUPPLY AIR DIFFUSER 8'xg"IN CEILING WITH ADJUSTABLE DAMPER 11al, LDEI AW..d---p— ARE FIELD VINYL GYPSUM, (F.S. RATING:CLASS I OR A(0-25)) 3 RETURN AIR GRILLE 30*XI6"THROUGH WALL AT UNIT IN �STA WALL COVERING 1/2 2 #UV, SINGLE HUNG,VINYL FRAME,W/SCREEN WHITE INSTALLED WALL SHEATHING 7/16-OSS(SPAN RATING 24-/16') 36"X4.8* 6 RETURN AIR GRILLE 16'XI8' THRU DOORS BARRIER BUILDING WRAP W/LOW-E&ARGON GLASS DPSO 2 EXHAUST FAN 100 CFM CEILING FAR W/ LIGHT, 26 WATT CFL MISCELLANEOUS CONTINUOUS BEAD OF CAULK 6 FLOORS,WALLS AND ROOF W/ CLEAR GLASS GAS FIRED WALL HUNG REQUIRES ON SITE GAS LINE PIPING BY > TRIM PRIME TRIM - WINDOWS, IX4 1 38"x36* #AR, SUDING RECEPTION WINDOW w/ HANDLES LOCK NOTE OTHERS TRIM PRIME TRIM - TOP, 10 PRIME TRIM - BOTTOM, IX6 9 MISCELLANEOUS ALUMINUM MINI BLINDS MISCELLANEOUS CONDUIT III WIRE FOR OPPOSITE END HVAC TRIM P TRIM PRIME TRIM - CORNER, IX4 FURNITURE Z TRIM PRIME TRIM - DOOR, 1X4 ELECTRICAL REV OTY ITEMDESCRIPTION TRIM PRIME TRIM - MATE UNE, I X4 I 7/16-UP SMART PANEL, (PS 1-83 RATED, EXT, 16-O.C.) WOOD REV QTY ITEM DESCRIPTION I COUNTERTOP HIGH PRESSURE LAMINATE, 24-DEEP w/ 4'BACK SPLASH SIDING SIDING GROOVES TO BE Ir O.C. SERVICE 120/240 VOLT, SINGLE PHASE, 3 WIRE, 60 HZ. W/ GROUND NOTE BOLT END WALLS III SIDE WALLS TO FRAME (SEE DETAILS) I BASE CABINET BASE ADA TYPE,RECESSED PANEL., OAC 48' NOTE NOT REMOVE SKIPPING WALLS UNTIL UNITS ARE SET 2 LOAD CENTER 100 AMP W1 MAIN, SINGLE PHASE CODES 2 r4 I NTERIOR WALLS I MAIN LOAD CENTER 200 AMP w/ MAIN, SINGLE PHASE I REV OTY I ITEM I DESCRIPTION SERVICE ENTRANCE ELECTRICAL PVC THRU FLOOR REV CITY TEM DESCRIPTION FRAMING 2X4, 15 O.C.. SPF GRADE 2) MISCELLANEOUS (2) 1 1/2- PVC STUB UNDER BUILDING 0 PANEL A MASSACHUSETTS APPROVAL I # FALSE WALL 0 LOAD CENTER, MON-INSULATED RACEWAY MINIMUM #14 AWG NON-METALLIC SHEATH COPPER(ROMEX) SEAL CHASE FRAMING 2X4, 16"D.C.,W/VENTS (SPF GRADE STUD) RACEWAY MINIMUM #14 METALLIC SHEATHED MC CABLE P.E. SEAL WALL HEIGHT S'-4 1/2* RACEWAY MC CABLE IN SUSPENDED CEILING CAVITY THIRD PARTY PLAN REVIEW TOP PLATE DOUBLE 2X (SPF GRADE #3) DIFFUSED, LAY-IN, 4', 2 TUBE, I BALLAST FLUORESCENT W/ THIRD PARTY INSPECTION& SEAL BOTTOM PLATE SINGLE 2X (SPF GRADE 1/3) 27 LIGHT INTERNAL DISCONNECT ARCHITECT SEAL WALL COVERING 1/2'VINYL GYPSUM, (F.S. RATING: CLASS I OR A(0-25)) 0.30 GLASSBOARD OVER 1/2*MOISTURE RESISTANT GYPSUM W/ELECTRONIC BALLAST FOR TO BULBS APPROXIMATE SHIPPING 14'-0"W/PLUMBING VENTS SHIPPED LOOSE,WSTALLIED ON SITE xn HEIGHT by OTHERS WALL COVERING 48"A.FF. BEHIND &ADJACENT TO WATER CLOSETS & MOP SINK (FS 2 LIGHT DRUM LIGHT W/25 WATT CFL BULB APPROXIMATE SHIPPING SEE CHART ON THIS SHEET RATING (76-200).CLASS C K AT MATE LINES-SITE FOM 2 LIGHT COMPACT FLUORESCENT WEATHERPROOF 13W W/INTEGRAL PHOTO WEIGHT INTERIOR WALL COVERING HELD SAC CELL MISCELLANEOUS By OTHERS NOTE EXTERIOR LIGHTS SHIPPED LOOSE. UNIT'A' FOR TRANSPORT MISCELLANEOUS ALL GLASS IN INTERIOR PARTITION ARE TAPED FOR SHIPMENT SU COLDR CL"T FOR SURFACE COLORS 2 LIGHT EMERGENCY, DUAL HEAD W/ EXIT SIGN &BATTERY BACKUP NTERIOR TRIM 2 LIGHT EMERGENCY, REMOTE HEAD, EXTERIOR, WEATHERPROOF COLOR SELECTIONS COLOR SELECTIONS ITEM DESCRIPTION 32 RECEIPT 15 AMP, 120 VOLT,DUPLEX,GROUNDING TYPE REV I CITY I BASE MOLDING 41 VINYL COVE BASE 4 RECEPT 15 AMP, 120 VOLT, DUPLEX,GFCI TYPE REV ITEM 1 COLOR REV ITEM COLOR INSIDE CORNER MATCHING VINYL WRAPPED BATTEN I 1/2-XI 1/2' FLOOR TILE 51839 FORTRESS WHITE HVAC UNIT TAN 15 AMP, 120 VOLT, DUPLEX,WEATHER RESISTANT,GFCI. SIDING NETWORK GREY MATCHING VINYL WRAPPED BATTEN 1 1/2-Xl 1/2- 1 RECEIPT W/WEATHERPROOF COVER FOR HEAT TAPE COUNTERTOP NORTH SEA 090-60 vp OUTSIDE CORNER TOP TRIM GRAYS HARBOUR THE APPROVAL DRAWINGS AND COLORS SELECTIONS ARE CEILING CLOSE-UP 6" WHITE.SHIP LOOSE 15 AMP, 120 VOLT, DUPLEX.EXTERIOR WEATHER RESISTANT,GFCI BOTTOM TRIM GRAYS HARBOUR DOOR JAMS PRE-FINISHED WOODGRAIN 2 RECEPT TYPE W/BUBBLE COVER CORNER TRIM GRAYS HARBOUR CRITICAL TO AVOID A DELAY IN THE MANUFACTURING DATE DOOR TRIM CASING, PRE-FINISHED WOOD GRAIN a SWITCH SINGLE LEVEL OCCUPANCY SENSOR SWITCH DOOR TRIM GRAYS HARBOUR ESTABLISHED FOR THIS ORDER. WINDOW JAMS PAINTED WOOD JAMS 4 SWITCH DUAL LEVEL OCCUPANCY SENSOR SWITCH WINDOW TRIM GRAYS HARBOUR WINDOW TRIM PAINTED WOOD GRAIN CASING MANSARD BODY GRAYS HARBOUR SEE COLOR CHART FOR"FACE COLORS 16 MISCELLANEOUS SINGLE GANG ACCESS BOX W/ 1/2-EMT CONDUIT DROP THRU MANSARD TRIM GRAYS HARBOUR ROOF FLOOR WALL COVERING WINOSTAR GREY WEIGHT SCHEDULE ABOVE SUSPENDED CEILING J-SOX W/PIGTAIL FOR CONNECTION 0 PAINTED TRIM (WINDOWS) WHITE DESCRIPTLON 7 MISCELLANEOUS 2X4 BOXES 3/4-CONDUIT STUB IN CEILING FOR FIRE ALARM By REV OTY ITEM 6MATEUNE VINYL COW DESERT SAND APROX. TOTAL LS 1 0 7 TRUSS SOW. 45# LL, 24 O.C.. III E SHIP UNIT SHIPPING Az TRUSS CRITERIA 24"HEEL X 26*RIDGE X 1 V-3*LONG 11 MISCELLANEOUS OTHERS ON SITE (SEE PLAN KEY FOR MGT.) RUBBER ROOFING BLACK UNIT AXLES LOOSE TRUSS TAPERED, 4.5# LL 24'D.C., #SF297301 O/E SUSPENDED CEIUNG WHITE WEIGHT WEIGHT WEIGHT TRUSS CRITERIA 20"HIM X 24"RIDGE X 11'-4 1/2-LONG MISCELLANEOUS DRAFT SEALERS FOR DEVICES IN EXT. WALLS GABLE VENT WHITE LBS (LBS) (LBS,MAX) F. 2 LAYERS 3/4- NOMINAL PLYWOOD, 24' HIGH W/(2) 6"FLANGES 0 MISCELLANEOUS CONDUIT& WIRE FOR OPPOSITE END HVAC POWER VENTR WHITE MAIIE BEAM TOP & BTM (23/32'5-PLY, 5-LAYER, PLYWOOD 4-8/24 MISCELLANEOUS CIRCUIT BREAKER LOCKOUT FOR WATER HEATER A 4 0 EXTERIOR DOOR GRAYS HARBOUR r 4 1.600 27,300 28,900 STRUCTURAL 1) -UP BY MATE BEAM TO BE SET 0 S'-S 1/8- NOTE ALL BATTERY PACK EQUIPMENT REQUIRES FIELD HOOK EXTERIOR DOOR JAMS GRAYS HARBOUR 0 28,900 28900 1. IR OTHERS - -e! NOTE C6 0 8 NOTE MATE BEAM TO BE 64' LONG ELECTRICAL FIXTURES CONTAINING BALLAST ARE TO BE SUPPORTED INTERIOR DOOR WOODGRAIN pez INSULATION R-43 FIBERGLASS,R-30 KRAFT W/R-13 UNFACED OVERLAY(13') BY THE BUILDING STRUCTURE VIA WIRE, CHAIN OR THREADED ROD INTERIOR DOOR JAMS WOODGRAIN .4 2 MISCELLANEOUS HAVING ADEQUATE TENSILE STRENGTH TO SUPPORT FIXTURE AND CEIUNG 5/8'GYPSUM TYPE X(UNFINISHED),(F.S.RATING:CLASS I OR A(0-25)) SHALL BE ATTACHED TO NO LESS THEN ONE POINT AT EACH END WINDOW FRAME WHITE OF FIXTURE. WINDOW BLINDS WHITE SUSPENDED, 2'X4' GRID W/ MINA BOARD PANELS, INSTALLED 0 CEILING 7'-Il'AFF.(F.S. RATING:CLASS I OR A(0-25)) PLUMBING COVER PLATES IVORY MODEL: SUSPENDED CEILING TO BE INSTALLED 0 7*-I1* REV QTY ITEM DESCRIPTION SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 SUSPENDED CEILING HELD BACK 0 MATE LINES. SHIPPED LOOSE a SUPPLY LINES COPPER, HARD TYPE -L- DATE: 06TALLED ON xm by OTHERS SHEATHING 1/4'DENS-DECK OVER SHEATHING SUPPLY LINES CONCEALED WITHIN THE STRUCTURE ■ 2/29/16 SHEATHING 7/16-OSB, (SPAN RATING 247161 1 SUPPLY LINES WATTS TEMPERING VALVE (ASSE 1070) ■ DR-AWN BY: ROOFING .045' EPDM, FULLY ADHERED ALL EXPOSED PIPING TO BE CHROME MATE LINE .045- EPDM,FULLY ADHERED W/CHROME SHUT OFF VALVES & RISERS*FIXTURESAARON MANSARD 24*-30"HIGH, FLAT, TI-11 DRAWING SCALE: W/ 1 1/2'OVERHANG ON SIDES, 24-OVERHANG ON ENDS SUPPLY GWV LINES INSULATED WHERE EXPOSED 0 LAV MANSARD TRIM WOOD -TOP, 10 PRIME NOTE WATER SUPPLY PRESSURE NOT TO EXCEED 50 PSI- AS NOTED MANSARD TRIM WOOD - BOTTOM, 10 PRIME WASTE LINES NO-HUB CAST IRON W/ FITTINGS, BOCA/UEIC i a QUOTE NO.: MANSARD TRIM WOOD -CORNERS, 1X6 PRIME NOTE DRAFT STOP REQUIRED AT OVERHANG,GYPSUM OR PLYWOOD : QTED0025523 - - MANSARD SOFFIT TO MATCH SIDING a SERL4L NO.: SEE COLOR CHART ON THIS SHEET FOR SPECIFIC COLORS 0 a NOTE MANSARD FOLLOWS CONTOUR OF ROOF LINE, ■ I A-029982-84 3 MISCELLANEOUS POWER ATTIC VENTILATOR W/HUMIDISTAT, UNDER EAVE DRAWING NU*fElER: S2 APPLIANCE FEET (TYP-3) 0' - 71 I PE SEALS: SCcREWS PE[RMANENTLY N I AFFIXED(PYP-3) 670 13 1 RBS" PLAN TABLE MATERIAL(STAINED) dW 1� w/ROUTED E➢GE &OVERHANG(2)SIDES 1� 3' 'u O 6' HTR I CLE q'Y ST M uv P) TRIM(TYP) to j 0 (2) 2x6's SCREWS FIR REMOVAL I I (2) 2x6'5 i <iTYP-3) BASE MOULDING(TYP) 5'-0' T (2) 2x6'5 'O SIDE PANELS& TOP '�f( ————— — C2) 2x6's i N BUILT AN➢REMOVED SIDE PANELS,TRIM ———— j �. AS ONE ASSEMBLY I BASE MOUL➢IN NI O a R TO BE THE SAME AS Q) \ / s— \ INTERIOR�UNIT. , ) � 6,_3, d I \\ 1 6, CLEAT STOCK /I ( 4\ -01 I i_______J F WATER HEATER ENCLOSURE ■ I w \\\ ---—�/—-- �\\g•�g. CLEAR tY& SCALE:N.T.S. CLEAR B49 NOTES: 5'-0' t L ALL EXTERIOR WALLS ARE BRACED. 10'-11 1/2' oAC �49�2�1 6 2. BEARING WIDTH OF FLOOR JOIST AND MATE BEAM E COLUMN LOCATIONS, (2) 2x COLUMN REQUIRES 3' JOIST & BEAM, (3> 2. 8• I STAFF t'lf F j ALL CFE11S TfiAT ARE COLUMN REQUIRES 4 1/2' JOIST & BEAM & (4) 2x COLUMN I ,i j i CLOUDED ARE FIE LD REQUIRES 6' JOIST & BEAM. I I _ INSTALLED En 3. ADDITIONAL BLOCKING IS REQUIRED IN WALLS AT LAYS, GRAB BARS 41. UV a 6'-10' 13'-11 1/2' AND MODESTY PARTITIONS. 7'-9' CEILING MOUNTED SMOKE DETECTOR 4. EXTERIOR WALLS ARE 6' THK (UNLESS NOTED) 3'-6' 94' w/3/4'CONDUIT STUB IN CEILING 5. INTERIOR WALLS ARE 4 1/2' THK. (UNLESS NOTED) Zo i ====Iw Y Z 6. MATE LINE WALLS ARE 4' iHK. (UNLESS NOTED) DIRE MORN/STROBE ALARM,INSTALL 1,4 BOX IN WALL —_------- ______________ 7. COMPRESSION STRIPS REQUIRED IN FLOOR E LOAD BEARING WALLS. _____________ 80'A.F.f.w/3/4'CONDUIT STUB IN CEILING SEE FLOOR PLAN FOR LOCATIONS. FIRE STROBE ALARM,IN 2x4 BOX IN WALL ! j BACKER DETAIL UH 8. DBL. #2SPF 2X6 STRUCTURAL HEADER REQUIRED IN WALL OR ROOF v 0 m SCALE 1/2'=1'-0' 80'AF.F,w/3/4'CONDUIT STUB 4N CEILING N A m y B DOOR & WINDOW LOCATIONS THAT ARE IN LOAD BEARING WALLS. o n IRE ALARM PULL STATION, INSTALL 2.4 B13LOCATIONS 3g7 & z UH 60'-0' .~. fl'A.F.F.w/3/4'CONDUIT STUB IN CEILING F3 ❑ PASSIVE VENT w/HOOD UNDER EgVE ATTIC POWER VENT UNDER EAVE MANSARD 24'(114,-\ vii r (^,1 n BXB CEILING SUPPLY GRILLE T.R ARNOLD l ASSOCIATES,INC. U ____________ __ U"______________ U" P.O.8u 1081 ® � ® 12%12 CEILING SUPPLY GRILLE i --1 EDcYart,D1i 40514 v, f❑ D O ® 1 I MIN, ©� m StMe(s) AAnasachuealr Z 'F- AcaadM�EvaWation and B GRILLE HRU WALL AND/OR DOOR RETURN AIR ; 670 i I / \ I N yr ,, T J I o' J Inspection Agency 4• 23'-0' 1 = 6'-0' +gam \ r_- TNN a«omem M<enziea as being mcon(«mance z (u 15'-1 1/2' i i 1 5'-0'0 I ) G o:¢ I wnn sub BUXding coo•.. _._---_ u, 30x16 RETURN AIR GRILLE!UNIT a� CLEAR -f B49 Wte Apr 1Y,1016 z G iu 1 4 3 I N8 10'-0 R i ,p APPa"IaNN eowmrz4-.o«ewvn.w,pp.w. i FROST PROOF HOSE BIBB,6'AFF I ® ] ® t ® 0 1 pq - N ^,o,.wee :a ' FPHBo-H- .. f sDH I �i I I MIN. _ I O(n zmes ;t 672 p m 670 < 3'-4 1/2' iu Q _A_ _ I n O THERMIISTAT, 42'AFF r ,! 1'-10 1/2' AR 1[%3 (V n 0 4 � .�. C 2x6'5 ( j 2'-0' • MOTION ACTIVATED SWITCH I CU MIN. I $$DA (2) 2x6's C2> 2x8's DUAL LEVEL,42'AFT (UNLESS NOTED) i 2,-0• C2) x6's MA MOTION ACTIVATED SWITCH i ` pC C x6 MEN. L m C2) x6'5 <2) 2x6'5 (2) 2x8'5 t l0'-4 1/2' f SL SINGLE LEVEL,42-A.F.F. (UNLESS NOTED) 67 670 ' • -J 25'-6' WL �Wp DUAL HEAD REMOTE EMERGENCY LIGHT j h �' CD iu rwwrwwrwwwwwrwwrwwr 04 WEATHERPROOF,80•AFF (u I A o. iti �N � a aI N iu �iu w w � fr] Li DUAL HEAD EMERGENCY LIGHT r/ LIGHTED J I sn m iu iWm C EXIT �? ® �" I i ® o r i DB sn B49 w w a O 4 h EXIT SIGN& BATTERY PACK,88' AFF 357 cu COMPACT FLUORESCENT,13W,-/INTEGRAL of m mlol ® A N Oio yr V L FLUOR PHOTOCELL WEATHERPROOF LIGHT,94•A,F.F. C N CEILING MOUNTED LIGHT 'n0, 670 67p 2,_0, 670 JI 670 Eu iv j w v N� iv (2) 2x6.5 MIN. MIN. 2'x4' (2) TUBE FLUORESCENT,(1) BALERS \ (2) 2X6'5 f2) 2x6'5 B D ■ 1 ' W 3 N UV i < ti= w = Z a 2(T c _ (2> 2x6's Q I ¢ w (� 711 TROFFER LIGHT w/DIFFUSER(T-8) MIN. Tn 15 AMP,HEAT TAPE RECEPT, 36'FROM EDGE B49 GAS/ELEC.37T BARD CENIRK HVAC UNIT i v (2> 2x6's C2) 2x6's (2) 2x6'5 MIN' _L T C2) x6'5 I �: 4C2> 2x6's HT OF BUILDING (BELOW FLOOR) RII 26'x15 V2',28'ON 6 11'ROOF f _� 7 I ■ r MODEL: 36'x36'RECEPTION WINDOW,SLIDING N I \ O i a■ w 15 AMP,DUPLEX GFI RECEPT AR I / GFI P D.37 3/4•'x 37 1/2',33 V2•AFf I UH \ y r r F-3664 WEATHERPROOF,6' AFF (UNLESS NOTED) 46'x36 IOBIZLONAL SLIDER,DIG.,VINYL FRAME N fO z / L— \— —L—-i \ I w■ w DATE: 1 5-0'0 C 5-0'0 I m I r RII 48'•x36'h,U'KF,➢P30 w /{T�FI 15 AMP, DUPLEX GFI RECEPT O u. I ® CLEAR ( ` CLEAR G 3 I B49 o w r 2/29/16 V I7 I'x4B'SN.VDM FRN[WHITE.CLEM LOW{6 Ag N GLASS I T"i 42'AFF (UNLESS NOTED) �V r/SCREENS,F50 RA 37 1/4'•x48 1/4%32'AFF 1:•'i R DRAWN BY: — —_ 15 AMP, DUPLEX RECEPT 36'xW PREFNISNEB NOILOW CORE DU&A/PREFINISIEO.MIB ® q 'GL1iSS�BRD �• / C ® A C a w " AARON 670 f GLASS 8Rn— a j■ 18'AFF (UNLESS NOTED) RII 37 1/4'•x81 12'h I m OFFICE #1 OFFICE #2 w 8' m ■ r DRAWING SCALE: 24'xW & 365771 PREFU /HLW CORE BR PRFINIWD DOUBLE GANG J-BDX /CONDUIT FOR COMPUTER RR 251/4'x112h WL 72'x60IEHOLLOW CORE OOdPREINISEDM -613'-0' a6'TELEPHONE,l8'AFF(ULESS NOTED) 672 --l0' 7-9'1 13'-£11 I/2' - I j W WW rw■w ww QUOTE 1N'-O�.': IORII 73 12x83 (1-pess)J-BOX w/CONDUIT COMPUTER 36x8DMRLIAL STEEL RA( /STEEL JAMB --------- 002552 QTE03 ____ m a TELEPHONE, IB'AFF (UNLESS NOTED) RII 37 /2.80 1/2'h ----- ---- -- ----------- r SEIAL NO.: UH o N =I �� PA-029982-84 SYMBOL DESCRIPTION MARK DESCRIP'T'ION r i Y ARCHITECTURAL PLAN N a m � : DRAWING NUMBER: DRAWING LEGEND OPENING SCHEDULE wwwwrwwwwwrrwrwwrww Al I 11 1/8• � i z•-11/2' (typ.) i NA 2 m� t7 O pp Zry a F ng z I O I ..F7 Z. = 13 111/8, b a ae O z f I I 4� i I I i z it I yy h I e�o m 6„ I a r An U I I o a Ae I z I I p 0 g§S a C to zy ♦f�' ?r p i I P!tv I z I I I SPACE RESERVED FOR THE STATE OF MASSACHUSETTS I rrtr■liri■■r■i■r■r!!t■■!r■t!!!tr■t!r! I ■ i ■ ■ i ! r ■ ■ ■ ! ■ ■ ■ r ■ ■ ■ r ■ !!■rra■■r■■!■lrerr■r!!r■!!!r■re!!!rr■ 0 Y p VAN GUARD MODULAR BUILDING SYSTEMS fl A N pp at. w C PROJECT NAME: 0on N C 0000 x N Z to M A CM., NORTHAMPTON,MA ,T R N O AIM V .. -- 1 ■ e u r r r l r"� =REVISIONS t h"7 ® p PLANTLOCATION: EPHRATA PA. 0 W15 MARK LINE INDUSTRIES EV DESCRIPTION DATE CORPORATE OFFICE:51687 C.R.133.BRISTOL,IN.46507—INDIANA PLANT:51687 CJL 133.BRISTOL,IN.46507—PENNSYLVANIA PLANT: 502 ALEXANDER DR.EPHRATA,PA.17522 PE SEALS: ELECTRICAL LOAD CALCULATIONS ELECTRICAL LOAD CALCULATIONS ELECTRICAL LOAD CALCULATIONS PANEL : A-MDP PANEL : B PANEL : C 200 AMP 240 VOLT / 120 VOLT, SINGLE PHASE, 3-WIRE 100 AMP 240 VOLT / 120 VOLT, SINGLE PHASE, 3-WIRE 100 AMP 240 VOLT / 120 VOLT, SINGLE PHASE, 3-WIRE LOAD LOAD BRKR CKT CKT BRKR LOAD LOAD LOAD LDAD BRKR CKT CKT BRKR LOAD LOAD LOAD LOAD BRKR CKT kBRKROAD LOAD LOAD SERVED A B TRIP NO A B NO TRIP A B LOAD SERVED LOAD SERVED A B TRIP NO A H NO TRIP A B LOAD SERVED LOAD SERVED A B TRIP NO A B NOA B LOAD SERVED 2740 1 2 I5/1 955 LIGHTS 75.t3.(SR6>.(10*65AI.25 2740 1 2 13/1 1362 LIGHTS 75.13.(1-26)K15-65HL25 2740 1 1200 RECEPTS/ATTIC VENT(6-IBO)112D HVAC 2]40 40/2 3 4 15/1 1380 RECEPT S/ATTIC VENT(]*100)+120 HVAC 2740 40/2 3 4 15/1 1380 RECEPTS/ATTIC VENT 0NI80N120 HVAC 2740 40/2 7 9pp RECEPTS(5-100) RECEPTS(]*180) 1260 15/1 5 6100/23940 PANEL C ecarttn<AT Twt wAY1D12% 15/1 S6 I5/1 493 LIORS/COMIxT FANS M.)1eN<8=6A) 0 5PANEL It 6183100/2 7 8 3610 0 ] 8 20/1 2063 WATER HEATER(1650-1.25) 0 7 0 N 5005 9 t0 0 TOTAL 4030 2]40 1855 3M3 TOTAL TOTAL 2740 2740 1200 900 TOTAL t- o 11 12 0 TOTAL CONNECTED LOAD 5003 1 LOAD A 6183 LOAD B TOTAL CONNECTED LOAD 3940 LOAD A 3640 LOAD 8 0 13 14 0 ADDITIONAL LOAD FOR MIN.NEC LIGHTING 0 WATTS ADDITIONAL L13AD FOR MIN,NEC LIGHTING 0 WATTS Q 0 15 16 1 0 <GLCuuttD I.DTD-COMCC LIMO) <----*--) aAl[LLAttO LOAD-CMIC[TED o v to o TOTAL CALCULATED LOADI 12068 WATTS 50 AMPS TOTAL CALCULATED LOAD 7580 1 WATTS 32 AMPS F 0 19 20 0 0 21 22 0 9 0 23 24 0 OF 4 0 25 26 0 u IL 0 2] 2e o 0 0 3s 32 0 o TA AIW OLD 4F ASSOCIATES,INC. 30 4AY■ D 33 31 D P.O.Box IM W 0 35 36 D E71d1oet,IPI 46514 0 37 38 o Stazds) Massachusatt* WiRiNG SIZES f i`ajGf 0 39 40 o Accredited Evaluation and 15 AMP CIRCUITS #14 COPPER TOTAL 9885 8923 4895 5020 TOTAL Inspection Agency 20 AMP CIRCUITS #12 COPPER-* A/J/JBL/'1 Ei'1 L Thk a«w.wee Tal*.a as DMn3m FDnrwmwx. 25 AMP CIRCUITS #10 COPPER** vii Q�1/4(Q.YV TOTAL CONNECTED LOAD 1 7_. LOAD A 13943 AD B 30 AMP CIRCUITS #10 COPPER** r4 won w)e a,alxw wa.>. ADDITIONAL LOAD FOR MIN.NEC LIGHTING 6165 WATTS 40 AMP CIRCUITS #8 COPPER* QR ** ALL ITEBSH THAT ARE 4ALCULATm LOAD-N•ECT[D(DNM (9275-2810) Data M , 45 AMP CIRCUITS #6 COPPER** TOTAL CALCULATED LOAD 35188 WATTS 147 AMPS ADD.vamDtls aea»w,e°os�w wava=a.DF...e 45 AMP CIRCUITS #8 COPPER* CLOUDED ARE FIELD E" wy.mNw,w�nxia,o-mm Rw..9,r.r,,w4e or 50 AMP CIRCUITS #8 COPPER* INSTALLED C °k SIMeLMa 50 AMP CIRCUITS #6 COPPER** "I ______________________________________________________ LWR 2 _ _ 60 AMP CIRCUITS #6 COPPER* OR ** a _ ____________________________________ d ____ _ ___ 1TS #4 j❑ PANMDPEL A A4 A4 I A4 I A4 �; 90 AMP CIRCUITS #3 COPPER** 002 I I 1 S 1 100 AMP CIRCUITS #3 COPPER* .,.a CEILING MOUNTED SMOKE DETECTOR i 1 Irl / ru _1 110 AMP CIRCUITS #2 COPPER* i I l!l y V f-- 110 AMP CIRCUITS #1 COPPERw* IA Z w/3/4' CONDUIT STUB IN CEILING IGFI VJ�4 AS I Z i ) A / v * 75'C. MIN, TEMPERATURE RATINGFIRE HORN/STRDDE ALARM,INSTALL 214 DOX IN WALL 1 A5 2 In WITH EQUIPMENT TERMINATIONS LISTED 80'A.F.F.w/3/4' CONDUIT STUB IN CEILING A AND IDENTIFIED FOR 75'C. TYPE THW,5�_ a) \ R ITHWN, THHN WIRE OR MC CABLE. FIRE STROBE ALARM,INSTALL 2x4 BOX IN WALL 1 ,'i„ q p _ 1 ® .�. —/ A I s GFI ** TYPE NM OR SE CABLE (FROM 60' rn80'AF.F.w/3/4'CIX•IDUIt STUB 2N CEILING 1 COLUMN TABLE 310-15(B)(16)), z o 4 IRE ALARM PULL STATION, INSTALL 2.4 BO Arj , A9 1 11X3 ` — T 8'A.F.P.w/3/4'CONDUIT STUB IN CEILING \ r`� CONDUIT&CONDUCTOR CHART O PASSIVE VENT./HOOD UNDER CAVE 1 \ —— / 6 � •} I �D I finAmxc � A (aA I 2 M � texTEe AAT Tuwa TM eK� COTN4T �� Q ATTIC POexr A(».POWER VENT UNDER EAVE i u / J t »s I ,b` KB4 B 4 I B4 ; *°e.,t MMM m•1 I yr. x I yr > Id 8X8 CEILING SUPPLY GRILLE i I F--- *D eP.1 MMsc )1A> ® w 1 / 1 IDD Me.)MMT( ILC At Lr M N B4 5 T .(0 4 n ^ ,(W, Ix B4 <»» ® 12X12 CEILING SUPPLY GRILLE Al y S\> Iq SD _ ' v _ ' •~• ® v m 2 I ne w.)nru p))nro I)/r I)/e• ir At IAt\ / \r�QQ/ \ / \77CC7�t�/ uTD'w•1 MMS[ C 16x16 THRU WALL AND/OR DOOR RETURN AIR 1 \ — ® l_l LJ \\ ® A i O ea •) GRILLE o(a \ e•D •'n*u aro rr . ..- 3ll 0x16 RETURN AIR GRILLE Q UNIT i a B5 T� B5 B8 '� \\ L-_- IN i 144 c A. 'e i B4 M•AMr,1 MMTt u m x 1. N•. am ww.1 vnAsO mut° eve• u e yr u FROST PROOF HOSE BIHB,6'AFF FPHBo-+— I � � 111 J I 1a er.D DrMsO >•aw r . It- ac Irt• n THERMOSTAT,42'AFF ® ® GFI 3 T u •r•ew.1 nMu '(m r all m r x O I❑ C4 / \ C4 / \ C4 4 .. I sm w,)MMsr uro a,- Mro - ru N GFI ti / \ 4M eP,1 MMT( r<ANN a)It a n e yr C MA MOTION ACTIVATED SWITCH / 2 \ ` h C4 // I---j 00o ev.I MMsc urs (»a ue, •vo `F" $DL DUAL LEVEL,42'A.FF�(UNLESS NOTED) j _I N C2 TUI�•1 M •1.a m MA MOTION ACTIVATED SNITCH j ® ® $SL N (u N O IA40 Aw.1 M«sc F d SINGLE LEVEL, 42-A.F.F,(UNLESS NOTED) DUAL HEAD ® ® C _ V �P WEATHERPROOF,REMOTE AFF FRGENCY LIGHT OFFICE #1 DEEM #Z STAFF I Q EXIT DUAL HEAD EMERGENCY LIGHT w/LIGHTEDZ X6186 16 EXIT SIGN 6 BATTERY PACK,88'AFF i o C2 I L C2 j [CVVJ• y COMPACT FLUORESCENT,13W,w/INTEGRAL —C n ( C2 C2 C2 C2 FLUOR O F L______ ________________________________________________________________________________________________________________________ PHOTOCELL WEATHERPROOF LIGHT,84-AFS, - ------J .`� Y D4 a QQ CEILING MOUNTED LIGHT NOTES, z O � ca g ® ELECTRICAL PLAN 1. DEVICE HEIGHTS, SWITCH HEIGHTS ARE NOTED FROM FINISHED U 2'x4'(2)TUBE FLUORESCENT,Ill BALLAS ..1 — 2<T) FLOOR TO BOTTOM OF BOX (UNLESS NOTED), RECEPT HEIGHTS TROFFER LIGHT w/DIFFUSER(T-8) ARE NOTED FROM FINISHED FLOOR TO CENTER OF BOX (UNLESS MODEL: 'Fn 15 AMP,HEAT TAPE RECEPT, 36' FROM EDGE H OF BUILDING(BELOW FLOOR) ' NOTED), JUNCTION BOX'S 2 18' AFF ARE FROM FINISHED FLOOR SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 TO CENTER OF BOX (UNLESS NOTED), ALL OTHER DEVICE ■■■■■■■■■■■■■■■■■■■■small also among■■■ DATE: 15 AMP,DUPLEX GFI RECEPT ■ ■ GFI(4,`1WP WEATHERPROOF,6'AFF (UNLESS NOTED) P C rX,AW P�A(c� HEIGHTS ARE NOTED FROM FINISHED FLOOR TO BOTTOM OF BOX. ■ ■ 2/29/16 (UNLESS NOTED). ■ ■ DRAWN BY; �7�r,FI 13 AMP,DUPLEX GFI RECEPT wo MLD MDP 2. EXIT AND EMERGENCY LIGHTS WIRED TO LOCAL LIGHT CIRCUIT ■ ■ l�-�J� AARON 42' AFF (UNLESS NOTED) UNSVITCHED, ■ ■ f .-. ■ ■ DRAWING SCALE: 35 ANP, DUPLEX RECEPT 3. BATTERY PACKS TO BE CONNECTED BY SITE CONTRACTOR. ■ ■ 18' AFF(UNLESS NOTED) 4, TROFER LIGHTS TO BE STRAPPED TO SUB-CEILING. ■ ■ 1/4'=1'-0' DOUBLE GANG J-BOX./CONDUIT FOR CIIMPUTER 5. WIRE BETWEEN SUSPENDED CEILING AND GYPSUM SUB-CEILING ■ ■ QUOTE NO.: sERvuE CaRECTID AND GRO MDIMG ■ I. ■ QTE00025523 TELEPHONE,18'AFF (UNLESS NOTED> BY OTHERS AT SITE. TO BE ]N EMT, MC CABLE OR FLEXIBLE CONDUIT. ■ ■ 6. ELECTRICAL FIXTURES CONTAINING BALLAST ARE TO BE SUPPORTED ■ ■ SERIAL NO.:p,4 r7 J-BOX e/CONDUIT FOR COMPUTER 6 ; PA-029982-84 1/ TELEPHONE,18'AFF(UNLESS NOTED) HY THE BUILDING STRUCTURE VIA WIRE, CHAIN OR THREADED ROD SYMBOL DESCRIPTION HAVING ADEQUATE TENSILE STRENGTH TO SUPPORT FIXTURE AND ; ; DRAWING NUMBER: �S '.'LYr SHALL BE ATTACHED TO NO LESS THEN ONE POINT AT EACH ENO OF DRAWING LEGEND FIXTURE. ■■■■Ross■long■■■■■■■■Islam■■■■■■■■■■i El PE SEALS: N JOWIL wow N h n_ e a. a � w d a �� -� A o b o • olr'Ifx` A b i i Z @WW20 6 (-- --------- ----------- --------- tc --- ------------- --------------------- -------------------- -- IUGR ----- ------'i T.R ARNOLD a ASSOCIATES,INC. ALL ITEMS THAT ARE n 1 P.O.Rax IdBY DkkxA,IN 48514 CLOUDED ARF,FIELD INSTALLED ENTRY Maachuatfx Acredited EvAusUm ad a. s kupeaian Agency m Z I ;D tors dasvnM,rtR ceM.ted es bNng m caVdnbrrca �< � I7x11 Date Apr 12,2816 tte�aa.. CEILING MOUNTED SMOKE DETECTOR j GLASSROOM-TE5TING I 17x11 I 17x11 1 AAPad da,n dw.med 4e.•nm aaxme«,va,we c IZi.I IJ` w/3/4'CONDUIT STUB IN CEILING ' L__._ �e ,emsW:LxA. M6d 6' FIRE hMWSTRDK ALARM,INSTALL 2:4 BDX M WALL ' ' I Btl"AF.f.w/3/4'CONDUIT STUB IN CEILING FIRE STROBE ALARM,INSTALL 2.4 BOX IN WALLz I B tl WAFT,w/3/4'CONDUIT STUB IN CEILING � { F I � I IRE ALARM PULL STATION,INSTALL 2x4 DO ) U 8'A.F1.s/3/4'CONDUIT STUB IN GELLING 1 u � u ❑ PASSIVE VENT w1H0OD UNDER EAVE j J � I r--- T "-T ATTIC POWER VENT UNDER EAVE t I �z 17x1( Ir. 4741 17.11 R � 8X8 CEILING SUPPLY GRILLE 1 17.11 aA 1 W a 4s ® 12X12 CEILING SUPPLY GRILLE 1 1 N 1 16x16 THRU WALL AND/ORDOORRETURN AIR ❑ 1p %.do GRILLE _74p I1. I 3046 RETURN AIR GRILLE■UNIT ' � a FROST PROOF HOSE BIBH,6'AFF FPHBo+-- I r. THERMOSTAT,42' AFF i 17x11 17,11 17xII 17x11 I MA MOTION ACTIVATED SWITCH 1 17x11 17.11 DL DUAL LEVEL,42'A.F�F.(UNLESS NOTED> i OFFICE # , m s� Y SI.®F� I ad MA MOTION ACTIVATED SWITCH w {y} 444TTT L___T SL SINGLE LEVEL 42'AF.F,(UNLESS NOTED) i d tl L1 lytp DUAL HEAD REMOTE EMERGENCY LIGHT 1YiEm v ------- WEATHERPROOF,80'AFF L_________ ___ ___ _________ _ _ •• EXIT DUAL HEAD EMERGENCY LIGHT w/LIGHTED EXIT SIGN&BATTERY PACK, 88'AFF F � o g � HVAC COMPACT FLUORESCENT,13W,./INTEGRAL h o M FLUOR PHOTOCELL WEATHERPROOF LIGHT,94'A.F.F. 0 . a a < azz CEILING MOUNTED LIGHT n1 U F ,moi U 2'x4' (2) TUBE FLUORESCENT,(1>BALLA$ CT> TROFFER LIGHT e/DIFFUSER(T-8) DEL: (1A I S5 AMP,HEAT TAPE RECEPT,36'FROM EDGE; NOTE SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 H OF BUILDING(BELOW FLOOR) 1.DUCES,DUCT LINERS,DIFFUSERS,$REAKAWAYS DAMPERS& as r r r i■■■■s t i r r r I r a i r■IEE■r r a a r 11 r DATE: 19 AMP,DUPLEX GFI RECEPT DAMPER FASTENERS SHALL BE FABRICATED AND INSTALLED GFI QVP PER MAIMA AH-116-02 2003 FIBROUS GLASS DUCT& SMACNA r ■ 2/29/16 WEATHERPROOF,6'AFF (UNLESS NOTED3 2005 HVAC DUCT CONSTRUCTION STANDARDS. • ■ DRAWN BY: (( GFI 15 AMP, DUPLEX GFI RECEPT 2.DUCTS TO BE SEALED PER TABLE 6.4.4.2 A&B IN ASHRAE r ! `{-}` 42'AFF (t,Y4LESS NOTED) 901_ ■ ■ AARON 3. DUCTWORK, FLEXIBLE AIR DUCT,&AIR CONNECTORS HAVE ■ ■ DRAWING''SCALE' 15 AMP,DUPLEX RECEPT BEEN SIZED PER THE ASHRAE HANDBOOK OF FUNDAMENTS: r ■ 18'AFF (UNLESS NOTED) SHALL BE FABRICATED PER SMACNA HVAC DUCT r r 1/4'=I'-O' CONSTRUCTION STANDARDS-METAL&FLEXIBLE,& SMACNA ■ ■ QUOTE NO.- DOUBLE GANG J-BOX s/CONDUIT FOR COMPUTER (OR MA MA)FIBROUS DUCT CONSTRUCTION STANDARDS, ■ ■ SPECIFY THE GLASS OF DUCT MATERIAL PER OMC 603.5 ASUTE00025523 & TELEPHONE,18' AFF (UNLESS NOTED) EITHER CLASS 0 OR CLASS 11 SHALL HE CONSTRUCTED PER r r IA UL isl. M ■ SERIAL NO.: J-BOX w/CONDUIT FOR COMPUTER& ■ ! �y Mp A TELEPHONE,18'AFF 1i94L£SS NOTED) ■ ■ PA-72"82-8Y r ! DRAWING NL'RIBER: SYMBOL DESCRIPTION ■ ■ DRAWING LEGEND ■ ■ HI Ross Von r■rr■r■:rVegas r all:■■Rafael■■■ TRUSS 24'0.c, TRUSS 24*0.c. R-13 UNFACED 3 1/2' PE 12 7/16- SHEATHING- (TYP.) EPDM (TYP.) (TYP.) 12 1 ,35 ,35F- XXj: Lzx lify"111- 1 i ilh ROOF RAILS(typ) --- ---- ------------- ---- ---------------------- 5 8' CEILING - R-30 KRAFT 10' T.R ARNOLD ATE ASSOCIS,INC. , SUPPLY DUCT GYP. (TYP.) (TYP) P.O.B"1081 TOP PLATE(S)- TOP PLATE(S) EW.N.IN 46514 6 1/4'_ MATE BEAM stm.W moss-husfix (2) LAYERS OF3/4' PLYWOOD @N Acmdked EvskLation and (TYP.) yj p tp.0—AqrWy -11 a lawbtl 11 bWN In w.&g COJ e. BUILDING WRAP D116 Apr 12,2018 I- _ ul OF SHEATHING/SIDING i4v K wow I FLOOR I o SHEATHING/SIDING- FLOOR o am INSULATION— COVERING COVERING INSULATION NftL (2) 2x6's DR INTERIOR COVERING tMft.000 INTERIOR C13VERING---,, 2xe,s SEE PLAN DECKING 0 DECKING- :-BOTTOM PLATE BOTTOM PLATE--, BOTTOM BOARD BOTTOM BOARD L L L OVW2(U wxx N ALL ITENIS THAT ARE F20 FRAMING @ 16'O.C. CLOUDED ARE FOLD i J A (2) KC29' INSTALLED val MAIN BEAMS- 27 CROSS14EMBER-- Li Li (3) KCL N_G TUBE SPACER-- X-MBR @ SECTION SHEATHING(TYP) AXLES SHEATHING (TYP) SCALEzl/2'=V-0' xl FRAMING ROOFING (TYP) e 'O'C. ca z PLYWOOD SHIM (TYP) z- ROOFING (TYP. 4 wb Ix4 TRIM(TYP) 5' NAIL _T \-TAPERED, TRUSS (TYP) oc TAPERED TRUSS CTYP.)--� < (1) 2xg #2 SPF, WOOD BLOCKING KC29'S (TYP) ;r NEXT TO FRAME N rd ROOF RAIL (TYP) ew X. MANSARD > III w' .2x3 &0 COMPRESSION STRIP(TYP) \_SUB-CEILING (TYP) SUB-CEILING (TYP.)-/ L2x2 FRAMING !A' N __V:.SPENDED WALL COVERING (TYP.)— PLYWOOD SOFFIT L3/e* RD" SAW CEILING (TYP) SIDE WALL 2x2 FRAMING --WALL COVERING (TYP) —2.3 FRAMING# 16'O.C. 3/8 SAWN HITCH END WALL DING (TYP) ZYWROODUDGHSOFFIT I\\-END WALL 1 (2)KC29's END WALL MANSARD HITCH ENDMARD END 9 NOTES, 1)EXTEND ROOF RAILS SIDE WALL MANSARD 24' TO SUPPORT MANSARD END WALL MANSARD CS (8> FASTENERS REQ, PER TRUSS I TRUSS TO MATE. BEAM .-CONNECTION MANSARD DETAIL SCALE 1 1/2"-P-O" Cdr ROOF RAIL IT") ROOF JOE ROOF ROOF (3) 20go, STRAPS /(5> (2) 20gd STRAPS (2) 11go STRAPS 09 z � 10d NAILS (3) 20ga STRAPS EACH END FOR CORNERS w/(5) 10d NAILS ./(S> 10d NAILS w/<57 10d NAILS L 4'0.C. EACH END I EACH END EACH END MODEL: SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 DATE: (2) 2x8'9 (2) 2.6's (2) 2x6,s ■ DRAWN 2/29/16 BY: (3) 20ga STRAPS AARON wA5) 10d NAILS EACH END FOR CORNERS DRAWING SCALE: (3) 20ga STRAPS (2) 20ga STRAPS (2) 20%STRAPS AS NOTED wA5) 10d NAILS -a/(5) 10d NAILS y(s) NAILS # QUOTE NO.: 3/8' DIA, BOLT EACH END EACH END EACH END TO FRAME 0 CORNERS OTE00025523 if 9 SERIAL NO.: LOO 7 LOOK FLOOR F-FLOOR PA-029982-84 DRAWING NUMBER: DI END WALL DETAIL COLUMN CONNECTION PE SEALS: e. ffF wowAV IL 71 cm mft&$an, AXLE CENTERS 39'-0" ALL ITS THAT ARE UNIT X y CLOUDEDAREFfELD INSTALLED A 401 32 1/4` 32 1/4- 24' 40 1/2" 591-11, 39-V(AXLE CENTER) 4'-0' 4'-Q- 31-01 31-01 T-6- T-Q' 2'-6' 2'-6- 4'-0' 4'-l' 4'-0- 4'-0' 4-0' 4-0' 4'-V T.R ARNOLD&ASSOCtATES,INC, P.O.R-1091 Elkhart,IN 46514 state(.) Massachusetts 2 A=.dd.d Evaluation and 0, spectm Agency Dot. Apr 14,2070 ;L L FRAME PLAN CROSS MEMBER MAIN BEAMS L (TYP) END BEAMS O T Jji z i ji o a z MODEL: SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 DATE- R 2/29/16 DRAWN BY: —AARON DRAWING SCALE: QUOTE NO.: TE00025523 SERIAL NO.. PA-029982-84 DRAWING NUMBER: D2 MASSACHUSETTS PE SEA-LS: DWV NOTES, PLUMBING FIXTURES ALL VERTICAL TO HORIZONTAL CHANGE OF DIRECTION SHALL BE THROUGH A LONG TURN T-Y OR COMBINATION WYE AND 1/8' BEND WITH THE EXCEPTION OF THE WATER CLOSET TRAP ARM 421 ■ TO OPERATING WHICH SHALL BE AN EXTRA LONG TURN 90 CONTROLS ELBOW. 6'MAX ALL HORZONTAL TO VERTICAL CHANGE OF DIRECTION,SHALL BE THROUGH A SANITARY TEE, 12' 42' L 12, 17'MIN OR WHEN 2) FIXTURES ENTER A VERTICAL I MIN. BIMIN 24' STACK AT THE SAME LEVEL AND APPROVED MAX DOUBLE SANITARY FIXTURE LEVEL, SHALL BE u USED, MINIMUM TRAP TRAP ARM SIZES, x A< C CONT j6 MOP SINK 21 MAX 6 FT LONG FLUSH THIS DETAIL APPLIES TO ITEMS LM BUT FLOOR DRAIN 2' MAX 6 FT LONG LEVERUTO F6' 21 MAX 6 FT LONG COT SHOWER T L N LIMITED TO:PAPER TOWEL DISPENSERS. A: lic < BE LE ATED OAT HOOKS,SOAP DISPENSERS ANIVOR DRYERS LAVATORY 1 1/2, MAX 5 FT LONG ON WIDE SIDE HAND I STOOL 3' MAX 8 FT LONG — ;�_ • MASSACHUSETTS Ol N) FOR MASSACHUSETTS 19 ALL HORIZONTAL TO HORIZONTAL CHANGE OF OF 95.. DIRECTION SHALL BE THROUGH A LONG TURN T-Y w OR COMBINATION WYE AND 1/8' BEND SIDE VIEW FRONT VIEW HANDICAP HANDICAP TOILET ROOM JAY IL HANDICAP COUNTERTOP DETAIL ACCESSORY DETAIL ft0D Joe LAVATORIES AND DRINKING FOUNTAINS SHALL. HANDICAP WATER CLOSET DETAILS LAVATORY DETAIL cm A HAVE A 1 1/4' TAIL PIECE. ft SSW, • rg ALL DWV PIPE AND FITTINGS SHALL BE, DWV CAST IRON TRAP ARMS MUST BE BRASS L 'A' TYPE, Q.C.ALL HORIZONTAL RUNS SHALL BE SUPPORTED 72' ry MAXIMUM. ALL ITEMS THAT ARE ALL TRAP ARMS SHALL HAVE A UNIFORM SLOPE ALL ARE FIELD I INS, LC2 OF 1/4' PER FOOT TOWARD DRAIN. EN STA IALLED ENTIRE WASTE AND VENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS STATE PLUMBING CODE. WATER SUPPLY NOTES ALL WATER SUPPLY PIPING SHALL BE TYPE 'L' HARD COPPER, ————— ALL WATER SUPPLY FITTINGS SHALL BE EITHER COPPER, BRASS, GALVANIZED STEEL, T.R ARNOLD&ASSOCIATES,INC. ALL WATER SUPPLY PIPING SHALL BE P.O.8—loll SUPPORTED 48' O.C. MAXIMUM. (HORIZONTAL Elbh.,t,IN 48514 PLASTIC PIPING TO BE 3V 0.C, state($) ffi"smhuveft ALL SOLDER TO BE LEAD FREE, Accredited Ewluafian and lft.pect—Ag..y ACCESS PANEL REQUIRED AT CONCEALED TRAP PRIMER VALVES, .au,stagy.euaduq cmas. MAXIMUM WATER PRESSURE 80 PSI Date Apr 12, WHERE LOCAL WATER PRESSURE EXCEEDS 80 1/2 PSI, AN APPROVED PRESSURE REDUCING VALVE St1e LW` SHALL BE INSTALLED (SUPPLIED AND INSTALLED Y SITE CONTRACTOR) IN TEH WATER SERVICE 1 1/2' #,"*, TEMPERING B NEAR ITS ENTRANCE TO THE BUILDING, REDUCING VALVE THE WATER PRESSURE TO 80 PSI OR LESS. WATER CONSERVATION WATER CLOSETS ARE 3' VTR 1/2' 112' REQUIRED (MAX. 1,5 GAL PER FLUSH). 1 1/2 J L DIELECTRIC UNIONS ARE NOT ALLOWED t rte' 4COWECTION V1 2" z D GALVANIZE FITTINGS ARE NOT ALLOWED, BRASS 3 OR COPPER NIPPLES OR COPPER MALE ADAPTORB to C MUST BE USED AT WATER HEATER, BRASS UNIONS ..01% ITE MUST BE USED, 2' 1/2 3 I CONN WATER HEATER MUST BE MASSACHUSETTS B toECCTION APPROVED. 1 1/2' SERVICES 1/2 RK31 C.O. M ALL PIPING AND EQUIPMENT SHALL BE a SINK INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS STATE PLUMBING CODE LAV. ALL PLUMBING 3. FIXTURES MUST BE MASSACHUSETTS APPROVED. 31 1 1/2' 1 112' L A V 112' VACUUM AV. 3/4' RELIEF TYPE WATER HEATERS.DRAIN VALVE SHALL BE INSTALLED FOR TANK H 3# Ld TEMPERING VALVES REQUIRE FINAL ADJUSTMENT SITE VALVE ON SM BY SM CONTRACHN 1 11CONNE N 3/8' 3/4' DIELECTRIC NOTES 3# � g PLANT TO INSTALL AS MUCH PLUMBING (typ') LAV UNIONS POSSIBLE, ALL PLUMBING BELOW FLOOR IS TO Z BE 3uppLm AIS WTALLMI BY SM W.C. wr OZ CATs' 3' 3/4" 1�1 3/4' Tf. & RELIEF VALVE A DEVICE FOR CONTROLLING INCREASED WATER 3 DRAIN THRU FLOOR VIA PRESSURE CAUSED By THERMAL EXPANSION 04M.L K P110YOD BY TW SM CMffW=, 3 AN AIR GAP, (TERMINATION BY OTHERS) WHERE REQUIRED IN ACCORDANCE WITH IPC SHUT-OFF SECTION 607.1 If A PERSSURE REDUCING VALVE W.C. DWV ISO 3/4' MODEL: IS REQUIRED BY THE PUBLIC WATER PURVEYOR, 3' (typ�) 3/4# GATE VALVE SPACE RESERVED FOR THE STATE OF MASSACHUSETTS F-3664 BUILT-IN THERMAL I 1 11 a a a a I 1 11 1 a I I a IN I a I I I I I a I a I a 9 1 x DATE: THE VALVE SHALL AVE A B 3# PASS IN ACCORDANCE WITH SECTION 67.3.1 OR 112' IF Y A BACKFLOW PREVENTION DEVICE OR CHECK THRU 2/29/16 VALVE IS REQUIRED, A THERMAL EXPANSION 31 DRAWN BY: TANK SHALL BE PROVIDED AND INSTALLED IN wC FLOOR ACCORDANCE WITH SECTION 607.3.2, AARON 0 SUPPLY ISO DRAWING SCALE: 3' MAIN DRAIN I' GATE VALVE AS NOTED a QUOTE NO.: ABOVE FLOOR 1' INLET -OTE:00025523 BY OTHERS 2 SITE SERIAL NO.: PA-029982-84 DRAWING NUMBER: