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29-237 (2) t bi . C�0 BP- 2011 -0055 GIs #: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: B UILDING PERMIT Permit# BP- 2011 -0055 Project # JS- 2011- 000103 Est. Cost: $125280.00 Fee: $751.80 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor. License: Use Group: NICK'S AFFORDABLE HOME IMPROVEMENT INC 63630 Lot Size(sq. ft.): 10018.80 Owner: PURDY MARILYN A C/O RAYMOND F JACOBS Zoning: URA(100) //WSP Applicant. NICK'S AFFORDABLE HOME IMPROVEMENT INC AT. 228 ACREBROOK DR Applicant Address: Phone: Insurance: P O BOX 276 (413) 734 -0231 WC CHICOPEEMA01014 ISSUED ON :712312010 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMODEL INTERIOR & ADD 2ND FLR 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 Sienature: FeeType: Date Paid: Amount: Building 7/23/2010 0:00:00 $751.80 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo 7 File # BP- 2011 -0055 APPLICANT /CONTACT PERSON NICK'S AFFORDABLE HOME IMPROVEMENT INC ADDRESS /PHONE P O BOX 276 CHICOPEE (413) 734 -0231 PROPERTY LOCATION 228 ACREBROOK DR MAP 29 PARCEL 337 001 ZONE URA(100) //WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REMODEL INTERIOR & ADD 2ND FLR New Construction Non Structural interior renovations Addition to Existin Accessory Structure Buildine Plans Included: Owner/ Statement or License 63630 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 3 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 71A:3 0 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. Department use only City of Northampton Status of Permi Building Department Curb Cut/Ddv6tt it . 212 Main Street Sewer /Septie ``" Room 100 Water/Well Availability Northampton, MA 01060 Two Setsof_St"gM( ns phone 413 - 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify -- a APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR'7-WO_EAMjj -t` DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address This section to be completed by office C\Q—� Map Lot Unit QQ(1 CSZ M C Q Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record Raymond F Jacobs 228 Acrebrook Drive Name (Print) Current Mailing Address: 413- 341 -3490 -�: Telephone Signature 2.2 Authorized A ent: :�gw%ffqc(� - Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by ermit applicant 1. Building , L` 1 2� O (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of O o O Construction from 6 3. Plumbing O a O Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 1 O 6. Total = (1 + 2 + 3 + 4 + 5) i A 8 Check Number S6`'1 This Section For Official Use Onl Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information 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 1 Bldg. Square Footage % Open Space Footage % (Lot area minus bldg & paved p arkin g) # of Parking Spaces Fill: volume & Location A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO ® DON'T KNOW e YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW Q YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO O IF YES, describe size, type and location: E. Will the construction activity disturb (Gearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO 'O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition ❑✓ Replacement Windows Alteration(s) © Roofing Ea i Or Doors [] Accessory Bldg. ❑ Demolition ® New Signs [r-3] Decks [Q Siding [LAS] Other [d] Brief Description of Proposed D Work: INTf n p,,F.M19 AD b 2 - )J - F(.Al()(1 Alteration of existing bedroom Yes _) K No Adding new bedroom —A Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing. complete the following: a. Use of building: One Family X- Two Family Other b. Number of rooms in each family unit: Number of Bathrooms 1 c. Is there a garage attached? '1 S d. Proposed Square footage of new construction. Gi 4 Dimensions L i t> X g L k e. Number of stories? f. Method of heating? Q(Ld 6� NiO-- Fireplaces or Woodstoves %00 Number of each g. Energy Conservation Compliance. V MS Masscheck Energy Compliance form attached? ��eS h. Type of construction Wa o- c� i. Is construction within 100 ft. of wetlands? 10 Yes No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade a k. Will building conform to the Building and Zoning regulations? _ l Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Y)) o c\ .�O�CA as Owner of the subject property ► 1 ,{,. �, nn�!`1 hereby authorize to act on my behalf, in all matters relative to work authorized by this building pe mit application. q � oo - -~ . � Z Sign re of Owner Da I, Md n as Owner /Authorized Agent her by 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. Print r. 4 <' Sipilature of Own Agen Dat SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor r� Not Applicable ❑ Name of License Holder License Number Q o ' Add r ss Expiration Date Signat Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ 4 Company Name Re gistration Number Aadress Expiratio Date Telephone 51 CJ7 SECTION 10- 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....... 14 No...... ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. 1 , Homeowner Signature J. .. The (;O/nmonweacan ud - Department of Induseal Accidents SIR _ � ;�- j Office ofInvestigadons ' 600 Washington Street Boston, MA 02111 www.rnass govldia Workers' Compensation Insurance Affidavit: Builders /ContractorsAElectricians /Plumbers Applicant information Please Print Legibly Name ( Business /ogauization/Iudividuai): Address: C *Q City /State /Zip: �AU_ Phone #: � � � �'?,� QD :a> Are ou an employer? Check the appropriate box: Type of project (required): 1- a employer with 11, 4 - ❑ I am a general contractor and I 6- ❑ New construction employees (full and/or part-time).* have hired the sub - contractors 2.10 I am a sole proprietor or partner- listed on the attached sheet- 7- ❑ Remodeling ship and have no employees These sub - contractors have g. Demolition working for me in any capacity- employees and have workers' 9 ❑ Building addition [No workers' comp. insurance comp. insuran required_] 5. ❑ We are a corporation and its 10.[RElectrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 7. F1 am a homeowner doing all work g P myself [No workers' comp_ right of exemption per MGL 12.❑ Roof repairs insurance required-] Y c_ 152, §1(4), and we have no employees. [No workers' 13.Q Other comp_ insurance required] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information_ Homeowners who submit this affidavit indicating they are doing all work and then him outside contractors must submit a new affidavit indicating such. +'Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. Ifthe sub - contractors have employees, they must provide their workers' comp- policy number. I am an employer that is providing workers' eompensafion insurance for my employees Below 1s the policy curd job site information. Insurance Company Name: Policy # or Self-ins. Lic_ #: W 14 �) 4�� Expiration Date: 0 Job Site Address: aDA -A C Re w a-, ( 0 X V CitylState/Zip: t nQ,e 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 andpenalties ©f perjury that fhe information provided above it true and correct Shznature Date- 0 6" 1 Z/ Phone #: CO Offreral use only_ Do not write in this area, to be completed by city or town ojo al City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5 Plumbing Inspector 6. Other Confact Person: Phone #: CE RTIFICATE OF LIABILITY INSURANCE DATE(MMIDDrYYY6 OPID AC 06/22/10 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 e certificate holder Is an ADDITIONAL INSURED po Icy(s ) must be endorsed. S WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certtficate does not confer rights to the certificate holder In Neu of suc e ndorsement(s). PRODUCER NAME: Ideal Insurance Agency, Inc. (Arc. No, Ext): (RTC, No): 187 East St. ADDRESS: Ludlow MA 01056 CUSTOMERID* NICKS -1 Phone:413- 589 -0901 Fax:413- 583 -6511 INSURER(S) AFFORDING COVERAGE NAIC# INSURED INSURER A : Arbella Protection Ins Co 41360 N Affordable Home INSURERS: Granite State Insurance Co P 0 Box Remodeling Inc INSURER C : Chicopee MA 01013 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 CONTRACTOR 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. FdUK LTR TYPE OF INSURANCE IN SR POLICY NURSER (MMtDD/YYYY) (MMND/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 10000 • kCOMMERCIAL GENERAL LIABILITY 8500030822 04/21/10 04/21/11 PREMISES (Ea Occurrenc $ 100000 CLAIMS -MADE [�] OCCUR MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OPAGG $ 2000000 POLICY PE LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ • ANY AUTO 64659400002 04/21/10 04/21/11 (Ea T ent) Per person) $ 100000 ALL OWNED AUTOS BODILY INJURY (Per accident) $ 300000 X SCHEDULED AUTOS 96776400003 05/12/10 05/12/11 PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ 100000 X NON -OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS -MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ - M RKERS B M O Q 4 Q 06/05/10 06/05/11 TORY LIMITS X ER AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $500000 OFFICER/ME.MBER EXCLUDED? 4/A (Mandatory in NH) EL DISEASE - EA EMPLOYEE $ 500000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it more space is required) CARPENTRY - SIDING INSTALLATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE IN.SRECD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED N ACCORDANCE WITH THE POLICY PROVISIONS. FOR INSURED' S RECORD AUTHORIZED REPRESENTATIVE 1 ACtIMMRMRATION. AN rights reserved. ACORD 25 (2009 /09) The ACORD name and logo are registered marks of ACORD ��. �. - . 9999 � • 7,77 7 AM- IL oo a v , s r- ssr -r wxygvtAx'N' x- . kk. R S t ,� r v � 1la,sachusctt. - Dcpa► �rf t�ulslic S�tfrt� - Board of Buildin- Re��uiatianx and Standards �-* Construction Supervisor License License: CS 63630 Restricted to: 00 NIKOLAY GERASIMCHUK 322 FRANK SMITH RD "fir LONGMEADOW, MA 011 Expiration: 1 211 6/201 1 (' nncnisimcr Tr- 19272 f `' = Office of Consumer Affairs and usiness Regulation 10 Park Plaza -Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 165894 Type: Private Corporation Expiration: 4/5 /2012 Tr# 295412 NICK'S AFFORDABLE HOME IMPROVEMF NIKOLAY DIPON P.O. BOX 276 CHICOPEE, MA 01014 Update Address and return card. Mark reason for change. i Address `I Renewal Fi Employment F Lost Card CPS -CAI 0 50M- 04/04 - 1101216 Office ofCo % a,rs" 'Bu ea u7a License or registration valid for individul use only q e - f, ' HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: . _1.65894 Type; Office of Consumer Affairs and Business Regulation 1 Expiration: 415/2012 Private Corporation 10 Park Plaza - Suite 5170 = Boston, K4,02116 iV R AFFORDASL.E HOME - IMPROVEMENT, INC. NIKOLAY DIPON 820 UNION ST WEST SPRINGFIELD, : MA01Q89 Undersecretary Not valid without signature `tussacnu,itt� - L'Lp;;1•trnini ul Pu ;;ie �:itrt; Briard at Building Re relation. and Standurd� Construction Supervisor Specialty License. " ;e License_ CS SL 99472 Restricted to: RF,WS NIKOLAY DIPON 173 JOHNSON STREET . SPRINGFIELD, MA 01108 Expiration: 8 /23!2011 Co annliaxi.aN1 Tr#: 99472 WINDOWS-ROOFING-DECK-MORE Proposal # 6001 Date: 5/20/2010 Nick's Affordable Home T Jackie & Raymond Jacobs Ph: 413 - 341 -3490 Improvement Raynionci(i?edigames.coni Address Address: 228 Acrebrook drive 820 Union street, W. Springfield, MA 01089 City, State, ZIP: Florence, MA Office: (413) 734 0231 Good until: Fax: (413) 734 0279 Project name: Change Order Second Story Addition We propose to furnish all material and perform all labor necessary to complete the following: 1) Remove roof and build a second story to the house with measurements - 40'x 24' 2) Provide and install new siding on the whole house; Build new roof and install new 30 Year Architectural shingles with all associated accessories; Provide and install new seamless gutters and downspouts. 3) Second story - build a master bedroom with master bath and closet; washer /dryer room; office; additional bedroom with closet; access to the attic; provide and install nine new windows; Do all necessary electrical and plumbing work, install new heat with duct work and AC; Update the electrical panel to accommodate the new demand; Provide and install carpet throughout the second story with the exception of the bathrooms and washer /dryer room where tile will be installed 4) First floor z z ;- top rsgw rnstaff - MW micro dew Nick's,affordable will do the following: - Will do same duct work for first floor heating to match the second floor. First floor - Sand remaining floors, polish and color stain them. 5) Front entrance- install overhang roof above the entrance door. 6) Provide and install new AC unit and new propane furnace unit. There will be two thermostat zones -one for each floor. 7) Owner will provide fixtures such as: lamps, faucets, toilet and we will install We propose to furnish material and labor, complete in accordance with above specifications, for the sum of. One hundred twenty five thousand two hundred eighty and 00 /100_ Dollars $125,280.00_ Payments to be made as follows: Down payment: $ 43,848.00 Second payment: $ 37,584.00 Third payment: $ 28,476.00 Fourth payment: $ 7,957.00 Fifth payment: $ 7,415.00 - - -- .antractor's signature: Nikolay Dipon i Home Remodeling License # 140591 Exp. 1 1/3/2011 Construction Supervisor pecialty License: # CSSL99472 Exp. 8/23/2011 Due to the volatility of the cost of materials, the estimate is good for 30 days from the above date. If our materials prices increase more than 2% from the date the contract is signed to the contractual start date, we receive the right to re -price the effected materials only. Acceptance of proposal: The above price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Owner's signature: i ,,.�.� Date: POTASH, DELMOLINO JOB & DAVIS, INC. Industrial Design Services SHEET NO. OF 484 Housatonic Street CALCULATED BY DATE 714s�Z ire P.O. Box 61 Dalton, Massachusetts 01227 CHECKED BY DATE N � u SCALE �1 p 228 Aorr�- Pr,,, 1 nil uni I A � Lm add 723 1 0 L" S 1✓ f� VAT 10 1 D MDUCT M POTASH, DELMOLINO JOB & DAVIS, INC. Industrial Design Services SHEET NO. OF 484 Housatonic Street 2A DATE 1 D P.O. Box 61 CALCULATED BY Dalton, Massachusetts 01227 CHECKED BY DATE SCALE S tit 1 E7� 22.5 Ac- R- G$iZcx����. D PRODUCT 207 POTASH, DELMOLINO jm 4o.3f�S & DAVIS, INC. Industrial Design Services SHEETNO. OF 484 Housatonic Street P.O. Box 61 CALCULATED BY DATE 7 / 1 Dalton, Massachusetts 01227 CHECKED BY DATE SCALE ti1�K , ON -( I D PRDIXICTM7 POTASH, DELMOLINO xB p 355 I�Lci�'v IK,F�ef��A & DAVIS, INC. Industrial Design Services SHEET NO. OF 484 Housatonic Street DATE P.O. Box 61 CALCULATED BY Dalton, Massachusetts 01227 CHECKED BY DATE / SCALE I `,J 2 Z8 Ae-ej5'F-?Rjm-*- 10'iL I�VA 10 i I v j I f j i I I i D PRODU9 M7 w POTASH, DELMOLINO & DAVIS, INC. Industrial Design Services SHEET NO. o f 484 Housatonic Street 7 P.O. SOX 61 CALCULATED BY DATE Dalton, Massachusetts 01227 CHECKED BY DATE SCALE 22 8 �►c�'b�or� Q R , SLOP — f�14�i _� PI 1 uQ i r L- oil P►c�ss � �� D PRODUCT W7 POTASH, DELMOLINO JOB 55 tA I eKs ,d.�ai�tV'3L� & DAVIS, INC. Industrial Design Services SHEET NO. � �S� Fl.. O F 484 Housatonic Street P.O. Box 61 CALCULATED BY A DATE Dalton, Massachusetts 01227 CHECKED BY DATE SCALE E'-I.ORc NcE NIA _ N1 N _ x � N rr v hAzFi S Q r _yO ►Y)^ L 1 � 2+ ` 5�3 5 -3 i D PRODUCT 207 POTASH, DELMOLINO & DAVIS, INC. �J Industrial Design Services SHEET NO. V of 484 Housatonic Street 1j A P.O. BOX 61 CALCULATED BY �'M� DATE Dalton, Massachusetts 01227 CHECKED BY DATE SCALE ,{ L 2ZS �s�r;►��e �Iz - 4 i 3K z4 46 Zi 4z It 2446, v t t ,SDov4 ' - X9 - _ ; - -- d ,24Z 0 Nt ` X 24x?4o Ilk Ff b- dl tQ rb ' 4 o +�lt M D PRODUCT 207 POTASH, DELMOLINO Io 5(4,G Nlc1Cs AFFpr- pA?A -* & DAVIS, INC. " Industrial Design Services SHEET NO. 484 Housatonic Street P.O. BOX 61 CALCUlAT ® BY RA • DATE 7� 14 DAD Dalton, Massachusetts 01227 CHECKED BY DATE SCALE LVL Y 74 Z LNL ��Z x 12 H e^' VE Z PRX_IS_T i 2 X8 a I Co N p 15XI 5T �tJG � 0 P 00 u x wtA D PFlODWT207 POTASH, DELMOLINO �oB (c� - 355 i� lGt�� AFF6�7�18 & DAVIS, INC. Industrial Design Services SHEET No. 2 F L N&M}s OF 484 Housatonic Street P.O. BOX 61 CALCULATED BY ' `� ' DATE O Dalton, Massachusetts 01227 CHECKED BY DATE SCALE It 24- -o c� 3 / X 1+LdLa (5.) 1 1 1 x 4 �2� 1 x 14 ,5 I Ldp � 1 � Q ( ) t 3 /4 X 14 LA i,J I, Jo�sT ��s U N ode '&A-nA 9=tol ACT � gc�-1 r� 13/4 X lip i. "I. N LTER A ?� _ Sc 1 D � A &j b W cADiiQ (14" T.1Z S loo 4AeA&S COCK �E�T�Qs� C�Ytf� N r : D PROD= 207 POTASH, DELMOLINO SOS tl,�u-s ArE,=e-VAaLE & DAVIS, INC. Industrial Design Services SHEETNO. A of 484 Housatonic Street P.O. Box 61 CALCULATED BY RA DATE Dalton, Massachusetts 01227 CHECKED BY DATE SCALE Fczry,- i - x14 o s p I Apo )TJ ✓e. �0ti�^ =1�6 of AS ftiL 1 5� D PRDDUCrM7 POTASH, DELMOLINO i OB & DAVIS, INC. Industrial Design Services SHEET NO. OF 484 Housatonic Street j� P.O. Box 61 CALCULATED BY T/ DATE 7 Dalton, Massachusetts 01227 CHECKED BY DATE SCALE Zz S Rt 3R xtic t� 2 x l0 RAfTE>zs vl-� A14- Lq L ram v l s c° IfoLt o� #4� A TT IC- I.z Z _ da 2tip WX � � i OI• sl G2 x 512 - FLvh�4 j5Ae, tAr. '1 S TAIeS 3 `:4. ¢ 40 - 1164 1. -O�rl D t 1�6 TO , µ , � � 2 uv F�oR fZ 3 'D 3 - =3.9 3� 2 9 $ oe 4 1 /L � 0 PNCDUCT 207 Potash Delmolino & Davis, Inc. 10- 3655.DOC Specs Sheet 1 of 3 By: RA Residence 2 nd Floor Addition 7/14/2010 DESIGN LIVE LOADS 1. ROOF: 40 PSF SNOW + SNOW DRIFT, 2. FLOORS: General, Except Bedrooms: 40 PSF Bedrooms: 30 PSF Accessible Attic: 20 PSF Decks & Balconies: 60 PSF 3. WIND: MASSACHUSETTS STATE BUILDING CODE: Design Wind Speed = 90 mph, ROOF PRESSURE _ +13.3 psf/ -14.6 psf; ( +13.3 psf / -17.0 psf WITHIN 3 FEET OF CORNERS), WALL PRESSURE _ +14.6 psf/ -15.8 psf ( +14.6 psf/ - 19.5 WITHIN 3 FEET OF CORNERS) 4. SEISMIC LOADING: MASSACHUSETTS STATE BUILDING CODE (NA) GENERAL NOTES 1. WHERE ITEMS MUST FIT AND COORDINATE WITH FINISHED SURFACES AND /OR SPACES, ALL MEASUREMENTS SHALL BE FIELD VERIFIED. 2. THE EXISTING STRUCTURE SHALL BE FULLY SHORED BEFORE ATTEMPTING REPAIRS TO ANY OF THE SUPPORTING MEMBERS. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SAFETY SECURITY DEVICES. CARPENTRY WORK 1. ROUGH CARPENTRY LUMBER SHALL HAVE THE VISIBLE GRADE STAMP, OF AGENCY CERTIFIED BY AMERICAN FOREST & PAPER ASSOCIATION (AF &PA). 2. TJI JOISTS SHALL BE BY TRUS JOIST CORPORATION. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. LVL's SHALL HAVE A MINIMUM Fb= 2800psi AND 2.OE, SUCH AS StructLam's BY WILLAMETTE INDUSTRIES, INC. OR 2.0E G -P Lam LVL's BY GEORGIA - PACIFIC CORPORATION, 2.0E PARALLAM BY TRUSS JOIST OR "VERSA- LAM's" BY BOISE. BUILT -UP MEMBERS SHALL BE NAILED OR BOLTED TOGETHER PER MANUFACTURERS INSTRUCTIONS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. ALL FRAMING IN CONTACT WITH CONCRETE, SOIL OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE. 5. PRESSURE TREATED LUMBER SHALL BE PRESSURE TREATED #2 SOUTHERN PINE. 6. LUMBER: PS 20; GRADED IN ACCORDANCE WITH ESTABLISHED GRADING RULES; MAXIMUM MOISTURE CONTENT OF 15 PERCENT; OF SPRUCE - PINE -FIR OF THE FOLLOWING GRADES: A. STRUCTURAL FRAMING: NLGA, NO. 2 GRADE OR BETTER. 1 Potash Delmolino & Davis, Inc. 10- 3655.DOC Specs Sheet 2 of 3 By: RA Residence 2 nd Floor Addition 7/14/2010 B. 4x OR 6X POSTS SHALL BE SELECT STRUCTURAL SPRUCE- PINE -FIR OR #1 DOUGLAS -FIR UNO. 7. BRIDGING SHALL BE SPACED NO MORE THAN 8' -0" O.C. BRIDGING CAN BE FULL DEPTH SOLID BLOCKING, 1X4 OR METAL X- BRIDGING. 8. 4x ROUGH SAWN BEAMS SHALL BE SELECT CONSTRUCTION GRADE DOUGLAS -FIR, OR BETTER, 6x ROUGH SAWN BEAMS SHALL BE SELECT STRUCTURAL DOUGLAS -FIR, OR BETTER, WITH A MAXIMUM MOISTURE CONTENT OF 15 PERCENT. 9. SOFTWOOD PLYWOOD: PS 1; SHEATHING GRADE WITH EXTERIOR GLUE. USE 19/32 MINIMUM, 5 -PLY, CDX SHEATHING FOR THE ROOF. 10. NAILS, SPIKES AND STAPLES: GALVANIZED OR STAINLESS STEEL FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS; SIZE AND TYPE TO SUIT APPLICATION AND COMPLY WITH MASSACHUSETTS CODE TABLE 780 CMR 5602.3. 11. BOLTS, NUTS, WASHERS, LAGS, AND SCREWS: MEDIUM CARBON STEEL; SIZED TO SUIT APPLICATION; GALVANIZED OR STAINLESS STEEL FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. 12. HOLES FOR THROUGH BOLTS SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER. 13. A STANDARD CUT WASHER OR EQUIVALENT SHALL BE USED BETWEEN THE BOLT HEAD AND THE WOOD AND BETWEEN THE WOOD AND THE NUT. 14. LEAD HOLES FOR LAG SCREWS SHALL BE 65 % -70% OF THE LAG SCREW DIAMETER. 15. JOIST HANGERS; SIZED AND PROFILED TO SUIT APPLICATION; GALVANIZED FINISH. HANGERS FOR LVL's AND GluLam's SHALL BE Simpson "HU" SERIES OR USP Structural Connectors " "HD" SERIES, SIZED FOR THE FULL HEIGHT OF THE MEMBER. EXTERIOR HANGERS SHALL BE HOT DIPPED GALVANIZED. 16. HURRICANE TIES SHALL BE PROVIDED AT ALL ROOF JOIST AND BEAM CONNECTIONS WHERE PRE - MANUFACTURED HANGERS ARE NOT USED. 17. ERECT WOOD FRAMING, FURRING, STRIPPING, AND NAILING MEMBERS TRUE TO LINES AND LEVELS. DO NOT DEVIATE FROM TRUE ALIGNMENT MORE THAN 1 \4 INCH. 18. PROVIDE SOLID BLOCKING, AT 24" O.C., BELOW PARTITIONS THAT RUN PARALLEL TO FLOOR JOISTS OR TRUSSES. 19. WALL SHEATHING: NAILING (INCLUDING EXISTING SHEATHING) BE MINIMUM 6d COMMON NAILS, LOCATED AT 6 INCHES ON CENTER ALONG AND 3/8 INCHES FROM ALL PANEL EDGES AND 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING MEMBERS. SHEATHING SHALL BE A MINIMUM OF, 7/16 APA RATED SHEATHING 2 Potash Delmolino & Davis, Inc. 10- 3655.DOC Specs Sheet 3 of 3 By: RA Residence 2 nd Floor Addition 7/14/2010 20. SUB - FLOORING: ALL SUB- FLOORING SHALL BE GLUED AND NAILED. STAGGER END JOINTS WHEN PLACING SUB - FLOORING. MAINTAIN MINIMUM 1 \16 INCH AND MAXIMUM 1 \8 INCH SPACING BETWEEN JOINTS OF SHEETS ON WALLS. PLACE PERPENDICULAR TO FRAMING MEMBERS. NAILING SHALL BE 8d COMMON NAILS, LOCATED AT 6 INCHES ON CENTER ALONG AND 3/8 INCHES FROM ALL PANEL EDGES AND 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING MEMBERS, UNLESS OTHERWISE NOTED. SUB FLOORING SHALL BE A MINIMUM OF, 19/32 APA RATED STURD -I- FLOOR. 21. ROOF SHEATHING: STAGGER END JOINTS WHEN PLACING ROOF SHEATHING. MAINTAIN MINIMUM 1 \16 INCH AND MAXIMUM 1 \8 INCH SPACING BETWEEN JOINTS OF SHEETS ON WALLS. PLACE PERPENDICULAR TO FRAMING MEMBERS. NAILING SHALL BE 8d COMMON NAILS, LOCATED AT 6 INCHES ON CENTER ALONG AND 3/8 INCHES FROM ALL PANEL EDGES AND 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING MEMBERS, UNLESS OTHERWISE NOTED. ROOF SHEATHING SHALL BE A MINIMUM OF, 15/32 APA RATED SHEATHING, UNO. 22. PLACE PLYWOOD OVERLAY OVER SUB - FLOORING AFTER DUST AND DIRT GENERATING ACTIVITIES HAVE TERMINATED. APPLY PERPENDICULAR TO SUB - FLOORING. STAGGER END JOINTS AND STAGGER JOINTS WITH THAT OF SUB - FLOORING. 23. DESIGN STANDARDS FOR TRUSSES SHALL CONFORM WITH THE APPLICABLE PROVISION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, AND THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, PUBLISHED BY THE TRUSS PLATE INSTITUTE (TPI) . CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF .036" AND SHALL BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446 GRADE A AND SHALL BE HOT DIP GALVANIZED ACCORDING TO ASTM A525. 24. PLYWOOD WEB OR OPEN WEB WOOD JOISTS SHALL BE CUSTOM DESIGNED TO FIT THE DIMENSIONS AND THE LOADS INDICATED ON THE PLANS. THE JOIST MANUFACTURER SHALL SUPPLY DRAWINGS SHOWING ALL CRITICAL DIMENSIONS FOR DETERMINING FIT AND PLACEMENT IN THE BUILDING. THE DRAWINGS SHALL ALSO SHOW BRACING REQUIREMENTS AS WELL AS THE LOADS THE JOISTS PRODUCTS ARE DESIGNED TO SUPPORT. THESE DRAWINGS SHALL BE APPROVED PRIOR TO FABRICATION. 3 i ESTIMATE ##2362 84 LUMBER CO. 07120110 2:29 PM PAGE 1 NAME: NICKS AFFORDABLE HOME REMODELI STORE: 4101 - W SPRINGFIELD CODE: 0597410100 - 000 -000 ADDRESS: 38 MONTEREY DR. ADDRESS: PO BOX 276 PHONE: (413) 733 -8475 CHICOPEE, MA 01014 ASSOCIATE: ROBERT BARRY PHONE: (413) 734 -0231 FAX: EST DATE: 07120110 START: PROJECT: 228 ACREBROOK D IC PTS: 27786 < THIS IS NOT A RECEIPT > # 2362 CUSTOMER COPY ------------------------------------------------------------------------------------------- P.O.S.# QTY DESCRIPTION PRICE EXTENDED ------------------------------------------------------------------------------------------- ** DELIVERED BASEMENT FRAMING 2. 2061670 2 2X6X16 #2 PRIME TRT SYP 11.83 23.66 3. 2040801 20 2X4X8 S -DRY SPF STUD /SB /2B 2.49 49.80 4. 2041001 10 2X4X10 S -DRY SPF #2 &BTR 2.72 27.20 5. 2041201 10 2X4X12 S -DRY SPF #2 &BTR 3.54 35.40 6. 2041601 5 2X4X16 S -DRY SPF #2 &BTR 4.62 23.10 7. 5472370 1 PDPWL -250MG WASH /PIN (1)* 14.20 14.20 8. 740129 1 P22AC4 .22YELOWLOAD(100)+ 7.56 7.56 9. 7393500 1 SILL SEALER 5- 1/2X50' 4.77 4.77 1ST FLOOR FRAMING 11. 88494 2 1- 3/47 -1/48 LVL 29.21 58.42 12. 88494 2 1- 3/47- 1/412 43.81 87.62 GARAGE DOOR HEADER 14. 2001500 24 1- 3/49 -1/2 LVL 1.9 OR BTR 4.12 98.88 9 -1/2" LVL 2 -12' SECOND FLOOR FRAMING STAIR FRAMING 19. 2001700 144 1- 3/414 LVL 1.9 OR BTR 4.60 662.40 14" LVL 6 -24' 21. 2001700 24 1- 3/414 LVL 1.9 OR BTR 4.60 110.40 14" LVL 4 -6' 23. 88494 35 3- 1/2X14 "X24' BCI 90 85.78 3002.30 24. 88494 8 1X1416 RIMBOARD 91.70 733.60 25. 4506400 35 23/32X4X8 OSB T &G 19.77 691.95 WINDOW/ DOOR HEADER 28. 2101601 14 2X1OX16S -DRY SPF /HF #2 &BTR 13.48 188.72 STAIR FRAMING 30. 2121601 9 2X12X16S -DRY SPF /HF #2 &BTR 19.50 175.50 31. 2001700 24 1- 3/414 LVL 1.9 OR BTR 4.60 110.40 14" LVL 2 -12' 1ST FLOOR WALLS 34. 2049201 150 2X4X92 -5/8 S -DRY SPF STUD 2.32 348.00 35. 2041601 35 2X4X16 S -DRY SPF #2 &BTR 4.62 161.70 36. 2049201 125 2X4X92 -5/8 S -DRY SPF STUD 2.32 290.00 37. 2041601 25 2X4X16 S -DRY SPF #2 &BTR 4.62 115.50 38. 71600 45 7/16X4X8 OSB 8.42 378.90 ESTIMATE #2362 84 LUMBER CO. 07/20/10 2:29 PM PAGE 2 NAME: NICKS AFFORDABLE HOME REMODELI STORE: 4101 - W SPRINGFIELD CODE: 0597410100- 000 -000 ADDRESS: 38 MONTEREY DR. ADDRESS: PO BOX 276 PHONE: (413) 733 -8475 CHICOPEE, MA 01014 ASSOCIATE: ROBERT BARRY PHONE: (413) 734 -0231 FAX: EST DATE: 07120110 START: PROJECT: 228 ACREBROOK D IC PTS: 27786 < THIS IS NOT A RECEIPT > # 2362 CUSTOMER COPY ------------------------------------------------------------------------------------------- P.O.S.# QTY DESCRIPTION PRICE EXTENDED ------------------------------------------------------------------------------------------- ATTIC FRAMING 41. 2001700 96 1- 3/424 LVL 1.9 OR BTR 4.60 441.60 14" LVL 4 -24' 43. 88494 8 1X14X16 RIMBOARD 92.42 739.36 44. 4506400 25 23/32X4X8 OSB T &G 19.77 494.25 45. 5869600 12 SF450 SUBFLR ADH290Z(TUBE) 4.34 52.08 ROOF /GABLE FRAMING 47. 2101801 62 2X10X18S -DRY SPF /HF #2 &BTR 11.10 688.20 48. 2040801 20 2X4X8 S -DRY SPF STUD /SB /2B 2.49 49.80 49. 2041001 20 2X4X10 S -DRY SPF #2 &BTR 2.72 54.40 50. 2041201 30 2X4X12 S -DRY SPF #2 &BTR 3.54 106.20 51. 2041601 50 2X4X16 S -DRY SPF #2 &BTR 4.62 231.00 52. 2122001 2 2X12X20S -DRY SPF /HF #2 &BTR 22.27 44.54 53. 2081201 15 2X8X12 S -DRY SPF #2 &BTR 6.64 99.60 54. 2061201 15 2X6X12 S -DRY SPF #2 &BTR 5.32 79.80 55. 7479900 50 15/32X4X8 FIR CD 4PLY 17.01 850.50 56. 7479900 15 15/32X4X8 FIR CD 4PLY 17.01 255.15 --------- - - - - -- LUMBER W/ TAX ------------------------------ > $12,310.61 59. 88400 THE FOLLOWING WINDOWS 60. 88400 SILVERLINE 3000 WHITE 61. 88400 LO -E 4 -9/16 PFJ COLONIAL 62. 88400 GBG FULL SCREEN LEFT ELEVATION 64. 88425 2 2446 182.77 365.54 65. 88425 1 30210 172.72 172.72 REAR ELEVATION 67. 88425 3 2446 182.77 548.31 68. 88425 2 24210 161.03 322.06 69. 88425 1 20210 151.37 151.37 70. 88425 1 2800 SERIES 3040 SLIDER 138.17 138.17 RIGHT ELEVATION ESTIMATE #2362 84 LUMBER CO. 07120110 2:29 PM PAGE 3 NAME: NICKS AFFORDABLE HOME REMODELI STORE: 4101 - W SPRINGFIELD CODE: 0597410100 - 000 -000 ADDRESS: 38 MONTEREY DR. ADDRESS: PO BOX 276 PHONE: (413) 733 -8475 CHICOPEE, MA 01014 ASSOCIATE: ROBERT BARRY PHONE: (413) 734 -0231 FAX: EST DATE: 07120110 START: PROJECT: 228 ACREBROOK D IC PTS: 27786 < THIS IS NOT A RECEIPT > # 2362 CUSTOMER COPY ------------------------------------------------------------------------------------------- P.O.S.# QTY DESCRIPTION PRICE EXTENDED ------------------------------------------------------------------------------------------- 72. 88425 2 2446 182.77 365.54 73. 88425 1 30210 172.72 172.72 74. 88425 1 2800 SERIES 6040 SLIDER 191.03 191.03 FRONT ELEVATION 76. 88425 1 2446/24HLF RND 480.09 480.09 ------ --------- SILVERLINE W /TAX -------------------------- > $3,089.27 SUBTOTAL $14,494.01 TAX $905.88 TOTAL $15,399.89 84 LUMBER CO. ESTIMATE AND PRICING POLICY 1. REGULAR UNIT PRICES ARE SUBJECT TO CHANGE WITHOUT NOTICE ANYTIME AFTER 7 DAYS FOLLOWING DATE OF ESTIMATE. 2. SALE PRICES ARE IN EFFECT ONLY UNTIL THE END OF THE ADVERTISED SALE PERIOD. 3. CUSTOMER DEPOSIT OF FULL AMOUNT OF ESTIMATED TOTAL PRICE WILL RENDER UNIT PRICES FIRM FOR 30 DAYS FROM DATE OF DEPOSIT. 4. 84 LUMBER CO. ASSUMES NO RESPONSIBILITY FOR ACCURACY OF TAKE OFFS FROM DRAWINGS OR BLUEPRINTS OR THAT THE PRODUCTS LISTED WILL BE SUFFICIENT TO COMPLETE CUSTOMER'S INTENDED PROJECT. CUSTOMERS SHOULD HAVE QUALIFIED ENGINEER OR ARCHITECT REVIEW ALL QUANTITIES. 5. THIS ESTIMATE DOES NOT CONSTITUTE A CONTRACT OF SALE OR GUARANTEE AVAILABILITY OF ANY PRODUCT LISTED. 6. ALL PRICES QUOTED BASED ON TOTAL PACKAGE PRICE AND SUBJECT TO CHANGE IF TOTAL PACKAGE NOT PURCHASED OR CONTENTS OF PACKAGE CHANGE. For this project, call Maggie's Management LLC for a quote on Builders Risk Insurance from Zurich (located in Jacksonville FL). 800 -664 -1984 x2108, 2165, 2107 Maggies Management, LLC is a licensed insurance producer and is a separate entity from 84 Lumber Co. 84 Lumber Co. is not licensed to and does not sell insurance. / V ONTRA CTOR UOTE PRINTED ON: 07/22/10 PAGE 1 QUOTE # Q1007250 DATE QUOTED: 07/22/10 T 181 GOODWIN ST VALID UNT IL: 08105110 E PO BOX 51027 Job: NICK'S AFFORDABLE C R � INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 FLORENCE, MA Quote To: 84 Lumber Company - W. S. Requested By ROB BARRY 38 Montaray Drive West Springfield, MA 01089 Quoted By John Goodrich Attn: ROB BARRY Phone: (413)- 733 -8475 Allow 2 weeks for delivery BASED ON ORDER CONFIRMATION PRIOR TO:08105/10 ROOF TRUSSES LOADING TCLL- TCDL - BCLL -BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT / INFORMATION 50.0,10.0,0.0,10.0 1.15 PROFILE QTYJ PITCH I TYPE BASE 0/A LUMBER OVRHG / CANT SHIPPING PLY TOP 1307 TRUSS ID SPAN SPAN TOP 'OT LEFT RIGHT HEIGHT WEIGHT m ATTIC 01 -00 -00 01 -00 -00 - - - -- - - - -- 13 -07 -12 184 41 12.00 0.00 Al 2400 00 24 00 -00 2 X 6 2 X 8 Truss Engineering Corporation (TEC) strictly adheres to the'Standard Responsinumes in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific SUBTOTAL specifications unless clearly defined otherwise in writing by TEC. This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No _ responsibility is taken or Implied by TEC for the structural Integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building ownerlownees agent Is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall DOUBLE ESCORT be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building owns . downees agent is responsible for coordinating all construction details between trades. The truss installer shall follow all SCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL m requireents to ensure safe and proper Installation. No loading shall be applied to trusses until properly and fully instat,ad, Including all sheathing, hangers, wall anchors, lateral web bracing (as shown on Individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. 'THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER' A pproved By Approval Date PO #: Requested Delivery Date: 1U! 22 20'0 i r m 3 �g 0. O 0 s P A N C O 0 o Y ^ fV C Q L 7 E C E o 3 ab g fi Z v ui w 11 a F - m 2 0 3 o EE -'Fi ci _o -dq O N M .. ,QI m Fn � � Ip • pp C J g Mt W of 5mSEm E;;8 m m E MID 2s N K 4 ^�y'mE° a$ m 4 9 g o �3 Saa LL N N £ s n. a c mmm o� \ of p °� P LL N Qc? 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