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10D-046 (11) 135 MAIN ST-NORTHAMPTON COUNTRY CLUB BP-2019-0377 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: IOD-046 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: shed BUILDING PERMIT Permit# BP-2019-0377 Proiect# JS-2019-000078 Est.Cost: $75000.00 Fee: $259.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor., License: Use Group: MORTON BUILDINGS INC 099018 Lot Size(ssq. ft.): Owner: NORTHAMPTON GOLF INC Zoning:URAO16)/WP(40)/ Applicant. MORTON BUILDINGS INC AT. 135 MAIN ST - NORTHAMPTON COUNTRY CLUB Applicant Address: Phone: Insurance: 563 SOUTHAMPTON RD (413) 562-7028 Workers Compensation WESTFIELDMA01085-1329 ISSUED ON:10/1/2018 0:00:00 TO PERFORM THE FOLLOWING WORK:REBUILD MAINTENANCE EQUIPMENT SHED (36X36) 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 Epinal: Final.: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Qil: Insulation: Final: SmokE Final: THIS PERMIT MAY BE REVOKED BY TIME CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate Qf Occupancy Signature: FeeTvpe: Date Paid: Amount: Building; 10/1/2018 0:00:00 $259.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2019-0377 M APPLICANT/CONTACT PERSON MORTON BUILDINGS INC ADDRESS/PHONE 563 SOUTHAMPTON RD WESTFIELD (413)562-7028 PROPERTY LOCATION 135 MAIN ST-NORTHAMPTON COUNTRY CLUB MAP l OD PARCEL 046 001 ZONE URA(116)/WP(40)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST EN OSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REBUILD MAINTENA UIPMENT SHED 36X36 New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure Building Plans Included: Owner/Statement or License 099018 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Versionl.7 Commercial Building Permit May 15,2000 Department use only ty of Northampton Status of Permit: ilding Department Curb Cut/Driveway Permit - 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability UM212 o ampton, MA 01060 Two Sets of Structural Plans _ 87-1240 Fax 413-587-1272 Plot/Site Plans 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 V1 r1 C�^ / ��'�5/ Map `V D Lot v q6 Unit J Zone Overlay District - -- Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owngr of Record: Name(Print) Current Mailing A dress: Signature Telephone f70()t72- 2.2 Authorized Agent: Name(Print) Current Mailing Address: 0- 444rrs4 q) IVedke"-1 14A Signature Telephone al 00 Z SECTIO -ESTIMATED CONST CTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building —70 000 (a) Building Permit Fee 2. Electrical 41J (b) Estimated Total Cost of :�t 000 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) 600. Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings 61 Date call I-1 Apxwapv' �� '� � � � .-_. .._ # Cz ' f t ...{.. i Version 1.7 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 ❑ F..-_. _ �___..._.�..— ,_. .., .__ Brief Description ,En_teEr a brief description here. w►,s}r VC� , Z /�a / '/°r c�'i ✓'L1, _�'`) Of Proposed Work: , n4 �r►S✓Oct-��c� RS i°'�c�,n f ✓1c� r1C� �CJ��� �C�r+il�� �9�� Xoe, � 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 ❑ 1B ❑ 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 ❑ 5Bf 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 15t 15t nd 2nd1,,..,.. ..............,�..,_,_..._............... ��_ .._...,.. _.. rd ..�.__ ._......,,..,.......».. .. ,._......�.._.�.._.... 3rd �__ 3 th 4m ( 5 ... Total Area (sf) Total Proposed New Construction (sf) Total Height(ft) Total Height ft 7. Water upply(M.G.L. c.4P, §54) 1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private [Z7. one Outside Flood Zone Municipal ❑ On site disposal system 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 ® No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,A"'M CO.5p,of'L.I'� � as Owner of the subject property hereby authorize I"11 BOO,t l rl C to act behalf, in allAmars relative to work orized by this building permit application. ignat o caner Date as 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 painnsr and penalties of perjury. Jrrn ,A5C,r✓G✓�tJ� Print N d / T- 25-- 20! Si atu of Owner/Agent -F Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: // Not Applicable /nf❑p/� Name of License Holder: YCi i ' Cil[ # es-V l."/a License Number 3 /low, rT Address Expiratio Date �41-I-,- Signature Telephone SECTION 13-WORKERS'COMPENSATION 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 Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING 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 Building Height le)+6" /19161 Bldg. Square Footage ! % � f�✓ Open Space Footage A % �✓ (Lot area minus bldg&paved /A QIV parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO () DON'T KNOW YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 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 O DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: /�,'//� 4. 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 0 NO 0 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 El Name(Registrant): Registration Number Address µ m � 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 Not Applicable ❑ Company Name: Responsible In Charge of Construction r.,,_ Address Signature Telephone City of Northampton 212 Main 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: r The debris will be received by: Building permit number: Name of Permit Applicant Date 6-1/signature of Permit Applicant i .,,s.!on oF 3-o a rd 0f3 y!din g Reg y a c, s a nd 5%zdaras 7 1-099011 06;2 :20 An CRAIG S ULIASZ 3 HARTLAND RD TARIFFVILLE CT 06081 Coq �&ycner � The Con:monweultlt of Massachusetts Department of Industrial Accidents i 1 Congress Street,Suite 100 Boston MA 02114-2017 www ltralvs.gov1dia /Porkers'Compensation Insurance Affidavit:Buildet's/Contractors/Electricittn%/Plumbers. TO HE FILED WITH THE;PERMITTING AUTHORITY. Applicant Information I'lea.e Ptiul 1_eat'ibly Name (l3usincsclt)rgurtiraiianttnciividual}:Morton Buildings, Inc. Address:252 W. AdarnR Cit}'/State/Zip:Morton, IL 61550 Phonc#:109-263-7474 Aro yon an Penpinyer?Cherk the appropriate box: Type of project(rPg0rPd)• l.Q l atn aemployer'.atth_1,`900 ell)ployect(ruil and/or part-line)." 7. Q New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling tory capacity.[No workers'comp.insuratrce required] r-� 3.E]1 ani a homeowner doing all work myself(No workers'comp.insuran a required.)t 9. 1—I Demolition I0 Q:Building addition 3.01 am a homeowlter tiny will t+r hiring cvnuzce.'turs to condu4r alt h%wk m my prapvrty. 1-41 ensure that all contractors either have mvikers'compensation insurance or are sole 1 I.(]Electrical repairs or additions proprietors with no eynpinyera 12.❑Plumbing repairs or additions 5.rj I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These Sub•eontraunns bare attnptvycca aixJ Iznxu wtxk.:ra'camp.insurancat 13.D Roof rcpairs 6_❑we are a corporation and its officers have exercised their right of exemption per h1G4 c, 14.[:]Other---.---. 152.X1(4),and we have.no employees.[No workers'comp.insurance required.I • Any applicant that cheeke box N I must alto fill out the section below showing their workers'compensation policy information. i ltorncohancrs who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors argil suite whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers`comp.policy number. I rrm an erxrpiriyer that%s lirovirfing workers'compensation insurancefor nip empl a)was. Below is the polies!and job site information. Insurance Company Name:Zur ctl Aniu icdrl Insurance Company Policy ii or Self-ins. Lic..4:WC937031214 _ Expiration Date:10/1118 Job Site Address: f7 A�� City/State/Zip' 4eedf 44._..f'IO,�o Attach a copy of the workers'compensation policy declaration page(showing the policy number and e(piration date). Failure to secure coverage as required under MGL c. 152„y§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year isuprisunntortt,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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un u -thepains andpesrujties ofperjurt,that the information provided above is true and correct. Signature: Date: phone r=. 309-263-H74 Official use only. Do riot write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Etanrtd of Health 7_ Ruilding Department 3.City/Town Clerk 4. Electrical Inspector 5,Plumbing Inspector 6.Other Contact Person: h hohe!1: so ACERTIFICATE OF LIABILITY INSURANCE °ATE`MMD°/YYYY) 04/0S/2018"M" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Aon Risk Services Central, Inc. PHONE (g66) 283-7122 FAX (800) 363-0105 m Chicago IL office (AIC.No.Ext): AIC.No.: -p 200 East Randolph E-MAIL p Chicago IL 60601 USA ADDRESS! _ INSURERS)AFFORDING COVERAGE NAIC S INSURED INSURERA: Great American Insurance Company of NY 22136 Morton Buildings, Inc. INSURER B: Zurich American Ins Co 16535 252 West Adams street Morton IL 61550 USA INSURER C: American Zurich Ins co 40142 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570070733766 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.NOTWITHSTAN DING ANY REQUIREMENT,TERM OR CONDITION OFANY 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. Limits shown are as requested LTR TYPE OF INSURANCE INS WVD POLICY NUMBER MMIDDlYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY GLO EACH OCCURRENCE $2,000,000 CLAIMS-MADE -1771777=77N= ❑OCCUR PREMISES Ea occurrence) $1,000,000 MED EXP(Any one person) S50,000 PERSONAL&ADV INJURY 51,000,000 co GEN'LAGGREGATE LIMITAPPLIES PER. GENERALAGGREGATE S 2,000,000 M X POLICY [—]PRO- ❑LOC PRODUCTS-COMP/OPAGG Excluded OTHER B AUTOMOBILE LIABILITY BAP 9376314 14 10701720171070172018 COMBINED SINGLE LIMIT $2,000,000 Ea accident .. X ANY AUTO BODILY INJURY(Per person) Z X OWNED SCHEDULED BODILY INJURY(Per accident) m AUTOS ONLY AUTOS jQ X HIREDAUTOS X NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY (Per accident) t� 0) A X UMBRELLALIAB X OCCUR UMB161502310/01/2017 10/01/2018 EACH OCCURRENCE $2,000,000 U Umbrella Liability AGGREGATE $2,000,000 Exct:ss Lw6 CLAIMS-MADE SIR applies per policy teris & conditions DED X RETENTION C WORKERS COMPENSATION AND WC 0 PER OTH- EMPLOYE RS'LIABILITYADS X STATUTE IER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 937631214 1070172017 10/0172018 E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NFQ Retro MA,WI, NE E L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E DISEASE-POLICY LIMIT $1,000,000-- i� s� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if mon spats is required) r~- __ra 11116 : CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE a.- EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE a(�c/iGLtiL�O C�J�eJ 771G� -'�� ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD OFFICE.' DESIGN AND EXPLANATORY NOTES WES'FIELD'"V' MORTON BUILDINGS GENERAL SPECIFICATIONS JOHNO1sae2sB3 1.)ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS LAMINATED COLUMNS-NO.I OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4-NAILS. 2.)MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRECAST CONCRETE COLUMN-MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED. DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 'a 10.000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION.DESIGNED TO BE 3.)NO ONE MAY ALTER ANY ENGINEERING REM UNLESS ACTING UNDER THE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS.THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED/REGISTERED ENGINEER. �— L� RESIST BOTH AXIAL AND BENDING FORCES. iR 4.)♦THE PRECEDING SYMBOL IDENTIFIES RENTS THROUGHOUT THE PUNS THAT ARE =— FOOTINGS AND ANCHORAGE-COLUMN MOLES ARE DUG A MINIMUM DEPTH OF 4-0NOT PROVIDED BY MORTON BUILDINGS,INC.OR MORTON BUILDINGS' ' "BELOW GRADE O (SEE PLANS FOR DIAMETER AND DEPTH).MFS PRECAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. _ CONCRETE(MINIMUM COMPRESSIVE STRENGTH 25M PSI),IS POURED IN PLACE TO THE SPECIFIED THICKNESS (� (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED v WITH SOL AND COMPACTED AT 8'INTERVALS OR BACKFILLED WITH CONCRETE(SEE PLANS). TREATED LUMBER-PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO.I Z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESEPVATIVE TREATMENT COMPLYING WITH /1 L11 USE CATEGORY UC48(AWPA OR ICC-ES)AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. Z z FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2.6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36" LL J O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS.ROOF PURUNS ARE 2x4 SLS NO.2 OR 0 BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. i r\ ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED Z WI AND KILN DRIED LUMBER AS SPECIFIED,IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 0 p AUSPICES OF THE TPI INSPECTION BUREAU.TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT ~ CL STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. < SIDING I ROOFING PANELS IFLUOROFLEX 1000-1-0.019'AIN.,G90 GALVANIZED OR AZ55 GALVALUME _ STEEL WITH AN ADDTIIONA BAKED-0N 7096 PVOF FINISH WITH A NOMINAL I MIL.PAINT THICKNESS ON F T L 2 EXTERIOR. O O! z O TRIM-DIE-FORMED TRIM OF 0.017'MIN..G90 GALVANIZED OR AZ5S GALVALUME STEEL ON GABLES,RIDGES, Z :2 CORNERS,BASE WINDOWS.AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS-S'KSTYLE..030 HIGH TENSILE ALUMINUM GUTTER,70%PVDF FINISH TO MATCH TRIM.ON BOTH AA /^_ Z SIDES THE BUILDING. A LL I D '■2x4F1F1 02/12 ,u` V � D W z 0 � LLJ 8 J J F Q ORAWNRY: DSM DA FE,' 9/11/2018 CHECKED 8Y:IMM DATE 9/19/2018 REUSED DA TE'— CURRENT LUMBER SPECIFICATIONS(06-01-2013) BUILDING DESIGN CRITERIA SIZE OBCRIPTION BENDING VAILE Fb I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS REV=DATE.— 2A N0.2SPF 131]P51 CONSTRUCTION TYPE VB BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT REVLSLDOAM'— SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED 9.4 NO.I SYP 13mmI RISK CATEGORY II PROFESSIONAL ENGINEER. EVBfDDA1E- 2N 2100f MSR SPF 2100 PSI ROOF SNOW LOAD• 35 PSF SHEET INDEX 216 NO.23PF 1138 PSI GROUND SNOW LOAD 40 PSF / SHEET# DESCRIPTION 216 NO.I SYP 1350 PSI WIND SPEED TV-) 1M 17 PH W210Df MSR SPF 2100 PSI WIND SPEED IV-) 91 MPH MICHAEL L MCC Q MILK.P.E. WgySEL L. G10F G1 SPECIFICATIONS 8,SHEET INDEX 2X6 24W MSR SYP 2400 PSI mrnc aawR+ MCCORMICX Y. Si OF S6 COLUMN PLAN y® NO,I SYP 1250 PSI DATE' '� CHILL 1121 32 OF S6 TRUSS PLAN.TRUSS DRAWING.&DETAILS 8 240 MSR SYP 24M PSI LICENSER:&-30 140.11121 2 S3 OF S6 TRUSS DETAIL TRUSS TIE DETAIL PURUN DETAIL END 2110 NO.I SYP 1050M •ROOF SNOW LOAD CALCULATIONS EXP.DATE:6.30.20 OVERHANG DEFAIL A,PURUN LAYOUT. 2110 24W MSR SYP 2400 P9 S40FS6 ELEVATIONS 2112 NO.I SYP 1000 P51 C =SNOCezlz EXPOSURE Ce SNOW FA FACTOR=7.0 55 OF S6 ADEWALL SECTION,LOWER COLUMN ISO.ONE)HEADER 2112 22501 MSR SYP 2250 P51 I =IMPORTANCE FACTOR=1.0 SECTION.S TRUSS SADDLE ISO I I/2'x16" LAMINATED VENEER LUMBER 2800 PSI PO =GROUND SNOW LOAD=40 PSF 36 OF$6 E NOWALL SECTION3 1/2%15" GLU-LAM 1650 PSI Cf =THERMAL FACTOR-1.2 PI =0.7x1.0x 1.0x40x1.2-33A0PSF 5 1/4x16 1/7 GLU-LAM 2400 PSI Pf =35 PSF MIN.PER STATE CODE SCALE:AS NOT S 1/4'x19 1/7 GLUAAM 2400 P51 Cs =ROOF SLOPE FACTOR-1.0 Ps =Pfx Cs=35.0x1.0=35.0 PSF SHEE7 NO. Glof Gl OFFICE: WESTFIELD.MA JOB NO. 15-082583 fz F O b 6-71/T 7-6" - 7'-6" 7*-6" 6'-71/2'M 2'-0'VENTED SIDE WALL OVERHANGS ( 1 v I'-D'NON-VENTED ENDWALL OVERHANGS v� 4 A �¢ I I S5 35'-9" 35'-9" H I 18"M 24c"M m 24"M 24"M 0 24"M 1 T o^ 18'M - a 28'-101IT V d 27'-101/T — IB'M z 25'-101/T 18"M I 4 I? h 11 1 OLu Z 1B"M {—— 21'-101/2" Z e — S5 I I u- 15- L I15'-10 1/2" 8'M O 12'-101/7' 18'M �- 13'-101/2" /IY 18'M V C � Z E § S6 O b I O 18M 6 " }—- '-101/T ~ a — e CL J S5 I N 7-101/7 1 _ Q 18"M 24"M 24"M 24"M 24"M 18"M I = U 01-T0-0 I— LLJ zi 6'-71/2' 7'-6' 7-6" T-B 6'-71/T Q/ o b p, z Ln d M COLUMN PLAN p g L g J 4 J 1 Q DRAWNBY: DSM DATE: 9/11/2018 CHECKED BY:JMM DATE: 9/19/2018 REVISED DATE-- REVISED DAIE— REVISED DATE:-- COLUMN PLAN LEGEND VEVISEDDATE-- 3-2x6 LAMINATED COLUMN LOCATION �- (21"29 MB SLIDING WINDOWS - (21 10'-T x 10'-I"OVERHEAD DOORS (2)30 8WI H910 PLATIN FLAT LEAF WAU DOORS.OUT SWING.LEFT - 1112KSET 'X2'NON-FUNCTIONAL ROUGH OPENING SCHEDULE I1\YI 30X30 ATTIC ACCESS PANEL(VERIFY LOCATION) UNIT SYMBOL L ALLSTEELFASTENED WITH STAINLESS STEEL SCREWS FROM LEGEND WIDTH HEIGHCVL T NIL a 18'DIAMETER FOOTING WITH 4'TO BOTTOM OF F PRECAST CONCRETE I 37 3/4" 81" NO.41121 PAD(2500 PSI MINIMUM).ED BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4".1OF P THREADED ROD 521/4 33 5/8' mel WITH AN ADDITIONAL MINIMUM OANABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"M- 24"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE 2• 8' PAD 12500 PSI MINIMUM).2D'BELOW BOTTOM OF PRECAST CONCRETE SCALE: SCALE:AS NOTED COLUMN AROUND IXPOSED REBAR CAGE AND 3/4'kl4'THREADED ROD I' 4' 16' WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOMOF PRECAST CONCRETE SHEET NO. COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. OF ;6 office WESTFIELD.MA CUSTOM 36'S.C.TRUSS JOB NO. 5-082583 U (2)20tl R.S.NAILS IN OVERHANG FRAME , Q— A 52 W BEV.PURLIN ^ Ci ^� ——— I w (7)20tl R.S.NAILS �I TOENAIL OVERHANG RAFTER I O Z TOOVERHANG NAILER WITH I Z (1)16d R.S.NAIL EACH SIDE I (D O B O © I �/ S2 Q Q OVERHANG FRAME I LW --- --- I 2X6 OVERHANG NAILER I Z Z © I I I 12x6 CORNER COLUMN J I z Ow 41 --0 a w O O O O i 2 U —— — —— — DETAIL A = F I I I I SCALE:1 1 12'=1'-0' V-71/2' 1-6" 1-6' 7-6" 6-71/2' o b ` i 3 Q� 2x1077;1 TP HR _ _ I Z 0 d n M � d L-u O W Q It TRUSS/BRACING PLAN I: 0 g (8)20d R.S.NAILS PER CONNECTION J J 2-2X6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB.FASTEN TO HEADER AND FRAM NG MEMBER WITH(2) 16d R.S.NAILS INTO EACH END COLUMN ORA WN BY: DSM TRUSS/BRACING PLAN LEGEND EXTENSION MEMBER OR UPRIGHT. DA TE.- 9/11/2018 CUSTOM 36'S.C.TRUSS CNEQCED BY:JMM 2X6 FLAT TRUSS TIE CENTERED IN BUILDING -216 DIAGONAL END BRACES DA If 9/19/2018 (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DETAIL B REVZMD DATE'— SCALE: 1/2'=1'-0' REVISED DATE'— REVISED DAZE.'— EVbkD DAIS— Mo'Ws. ROUGH OPENING SCHEDULE TYl UNR SYMBOL WIDTH NEIGNT ORMICK FROM LEGEND C1VIL 1 373/l" 1 Bl' Nip.47f 21 521/4" 335/8' 2' 8' �'•��wa�+ SCALE: 7,-4, 16' SCALE:AS NOTED SKEET NO. S2 DF S6 OFFICE: WESTFIEID,MA JOB NO. 5-082583 TRUSS SPACING 7'-6" O.C. LIVE LOAD 35 PSF DEAD LOAD 4 PSF ! 1 CEILING LOAD 2 PSF TOTAL LOAD 41 PSF 12 5r O Z (D Z 8-8-14 `/ Oi V a Z U-1 U w z Z_ IL. J ,O CL V Z 0 0 35-9-0 Q F— = U zo H- w_ CUSTOM 36'S.C.TRUSS O Z o SCALE:1/4"=I'-T Z U � � e Q s z o Eli 0 � D e w J J f Q T�I�- 9 71/2, DRAWN BY DSM 60d R.S.NAIL DATE: 9/11/2018 / CHECKED BY.'JMM DATE 9/19/2018 20 GA.GALVANIZED TOP CHORD p PURLIN CONNECTOR REVISED DAIF.'---- OFTRUSS REVISED DAIS'— p•. REVISED DALE'— / EVISED DATE:— (1)#9x1"HWM SCREW ON PEAK SIDE AND (2)#9xl"HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL CNIL SCALE:1 1/2'*=1'-0" NO.41121 Ms S NOTED NO. 3 OF S6 OFflCE: DESIGN AND EXPLANATORY NOTES WFS FELD,MA OB NO. IIS-082583 1.1 EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR.WINDOW.SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. U � F OZ CD 06 z w U W I I I I Z Z 4 a 4 00 co NORTH ELEVATION M0 f-- LJLj = U 12 12 p 5 5 =T#16 GABLE TRIM O O Z U f Q S HI-RIB STEEL SIDING TN21 CORNER TRIM a TIP 767 TRANSITION TRIM HI-RIB STEEL WAINSCOT L i TN 167 BASE TRIM 0 13'-0' I 8'-0' r—* —� EAST ELEVATION Lu _ J �o OI fQ WEST ELEVATION M § a. a (y) ORA WN BY: DSM VENT-A-RIDGE DATE:, 9/11/2018 CHECKED BY:JMM DATE,• 9/19/2018 REVISED DA 7F.'— REMEDDA7E.'— DATF I— HI-RIB STEEL SIDING TN 21 CORNER TRIM h TN167TRANSITION TRIM HI-RIB STEEL WAINSCOT TN 167 BASE TRIM ORWICK ^ CIVR. 40.4112l SOUTH ELEVATION 7 8' S L&AS NOTED SCALE: SNEE7Nc. I. 4 16 S4 of 6 ' DESIGN AND EXPLANATORY NOTES OFHCf.WESTFIELD,MA JOB NO. 1.FOOTINGS ARE DESIGNED FORA 2000 PSF SOIL BEARING CAPACITY.LOCAL 15-082583 CONDITIONS MAY REQUIRE MODIFICATIONS. 2.CONCRETE FLOOR NOTES: FLUOROREX—1000 MHRI5 STEEL o.3500 PSI,5 1/2 BAG MIX CONCRETE. 2x4 PURUNS®'.23"O.0b.SLOPE GRADE AWAY FROM BUILDING®V PER FOOT FOR A MINIMUM (2a W MSRj DISTANCE OF ID PLUS OVERHANG WIDTH. INSULATION STOP/ C.A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. n_ AIR DEFLECTOR 12 TRUSS IN COLUMN F UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 2x4 REV. PURLIN Sr- SADDLE Q_ ce LAMINATED COLUMN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL w BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. O FILLER STRIP d.CONTRACTION JOINTS UNIFORMLY SPACED 17 O.C.OR LESS. 2 2x6 BEV.FASCIA 3.PRIOR TO PLACING THE CONCRETE FOOTINGS.HAND TAMP THE BOTTOM 7-D'OF / fl Z 5'0G.GLITTERS O CUSTOM 36'S.C.TRU$$ LOOSE SOIL TO CONSOLIDATE.IF THE DRILLED HOLE CONTAINS MORE THAN D'OF TO 144 8 146 FASCIA TRIM LOOSE SOIL.REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 7'-3",HAND ♦L, a SOFFIT TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. Z HI-RIB/SOFFIT CAP 4 MIL VAPOR RETARDER A.DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING 2x6 OVERHANG NAILER INTERIOR HHRIB STEEL WATER.IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE I I 1 ADDITIONAL 2114 NAILER W/TN 105 2x4 TOP BLOCK&TO 11 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION U I 1 L (2)i/7Y5 1/T M.BOLTS 6 INSTRUCTIONS. z Z (4j 20d RS.NAILS Ll- PRECAST J- PRECAST CONCRETE COLUMN LOWER COLUMN O FLUOROFLEJ("'IaooHI-RIB STEELINSTALLATION z E 3/4"ADJUSTMENT ROD O WITH BASE PLATE �.T 1.INSTALL PRECAST CONCRETE �w I7-(T (3)ROWS 2x4 NAKERS(NO.2 SPF) UNDISTURBED SOIL �� COLUMN W/ADJUSTMENT ROD 8 GRADE TO HEEL BASE PLATE IN THE AUGERED CC 32x6 LAMINATED COLUMN ,J S4' HOLEL . Q F- 2Q VERTICAL BLOCKINGrL FR7" 2.PLUMB PRECAST CONCRETE AT COLUMN LOCATION -•� x COLUMN IN BOTH DIRECTIONS 1 L L TO 167 TRANSITION TRIM ~<- ,,(•� F— O 216 NOTCHED NAILER(No.2 SPF) �i }w�4 3.ADJUST HEIGHT UP DOWN O ..1 1ti WWITHADJUSTMENN T HIX ROD p FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT Z F 7/16"058 PROTECTIVE LINER 4.POUR READI-MIX CONCRETE INTO v TN 167 BASE TRIM THE HOLE AS SPECIFIED. (20)1/4"x 2 1/7 POWER LAG WASHER HEAD Q YELLOW DNC SCREWS 5.BACKFILL AND COMPACT THE p SPACE AND THE LOWER COLUMN COLO NR TO GRADE WITH SOIL z o 6"CONCRETE FLOOR♦ ISOMETRIC AUGERED FROM THE SITE. K/) i g 4— L-Li i FINISH GRADE _Y�`F..a•.. ,4.. � ' !"MINIMUM COMPACTED GRANULAR BASE♦ g OR IN SITU GRANULAR SOIL Lu L 360M&370M BRACKETS FASTENED TO MFS J 4'-(r W/T2)HUS-P 6x40/5 SCREW ANCHORS EACH < J (I)ROW 2xB TREATED SPLASHBOARD FASTEN TO 360M& f Q 370M BRACKETS WITH 014A x 1 1/?MILLED SCREWS MFS PRECAST CONCRETE COLUMN 21"THICK CONCRETE PAD(25DO PSI MINIMUM). 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4'114" DRAWN BY. DSM THREADED ROD WITH AN ADDITIONAL MINIMUM 1" DA TIE, 9/11/2018 ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PUCE CONCRETE DELOW AND ABOVE BOTTOM OF HEADER NAILING SCHEDULE CHECKED BY.'JMM LOWER COLUMN IN ONE OPERATION. 2-2x6 UPRIGHT MEMBER UPRIGHT COLUMN DA]F 9/19/2018 EA.2.10 6 6 REVISEDDAIE.'— SIDEWAIrL SECTION A 2x6 NAILER RAOSEDDAIE— SCALE,1/7=1'd 2x6 BLOCK REVISED DATE.'— 2-2x10 HEADERS(NO.1 SYP) �� .— TN124 TO 129 2,0 BLOCK O.H.D. M� T#151 ALUMASEAL TN154 TN152 K:K 2x3 JAMB(BEYOND; ^ BOTTOM 7 TREATED) 1 D-D' C21 (3)2x6 JAMB COLUMN(BEYOND) GRADE TO BOTTOM No OF 2x6 BLOCK 'an� 2x6 TRACK BLOCK(BEYOND; BOTTOM 7 TREATED) OHD HEADER SECTION B SCALE:1"=1-Ul SCALE.'AS NOTED SHEET NO. S5 OF S6 OFFICE: WESTFIELD,MA JOB NO. 115-082583 FLUOROFIEl—1000 HI-RIB STEEL / TO 16 GABLE TRIM W PURUNS•2S'O.C. (4)0.135"x 2 1/4"R.W.NAILS OR 16d RS.NAILS \�J y� 2x6 FASCIA ?$ (1)20d RS.NAIL THROUGH STRAP TN194 SOS7 IM &INTO BRACE O HI-RIB/SOFFIT CAP TRIM 7 ENO BRACE STRAP W/PRE-PUNCHED Z CUSTOM 36 S.C.?BUSS HOLES(SEND TO FR)FASTENED W/ (3)0.140 x 1 1/T RS.NAILS 2x6 DIAGONAL BRACING FASTENED (2)2x6 E.C.E. I TO COLUMN W/(4)16d RS.NAILS CUSTOM 36'S.C.TRUSS Z FLUOROFLEX^"1000 HI-RIB STEEL F 1 1 U ,F1 Z Z_ HI-RSTEEL J TNI1IB&TN136 'O^ V Z � O = U f � o O z o Z U QS z a � Z 0 U-j "s J J f Q 4'-0 N. DRAWN BY.' DSM DAM. 9/11/2018 1B'• CHECKED BY:JMM DATE' 9/19/2016 REVLSED DATE.'— REVISEDDATE— ENDWALL SECTION C REVMEDVATE'-- SCALE:IIT•I'-0" EVLSEDDATE— ICK FFO!�21 SCALEAS NOTED SHEET NO. Sb OF Sb Y ...may., ... ... a �' i'