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0006 JOAQUIM ROAD
1� y rJ �� � _ � � �� � . � p � / k � ��� � 4 � � .,, _- � � �� `,,� � # � Q �, �. `�' .� e , � 111 �`� �, � � �� � � � � :� { r KD CIA P� 1 nee/)./)t. Pi.T.,r-m13 r �- �� o f CA C� 4 f DEC. 8 2ooe 12,:fl9PM F11— iris i' "� Tov« of Bamstable f( ` 200 Main Street,Hyannis,Massacilmel s 020,01 C-rO ll' agement Department T� �Y r Main Street,B our, . l raadrzcti, P 36 Y s, assachusetts 02601 Director ofReguiawny Review Phone(508)36:,4785 Fax(508)SQ 472i+wrv.town amstabie.r tis November 10,2G06 A redo Pacheo Landscaping Service c%Joim O'Dea,EIT Sullivan Engineering Inc, 7 Parker Road P. 0.Lox 659 Ostervill_,NLA 02655 Reference: SeL-Plate.ReVlevv(052-•06) 6 Joaquirn Road,Hy s,NlaP 344,Parcei 034 Deal Mr.Pacaeo. Plc�ue be advised that the Llailding Cornndssio$er, Toni Percy.has issued ar_admir strative approval subjmt to the fo'=O conditions: e All CoinstvlctioYi shall be in compliance with the approved plan entitled,"Site Plan Proposed Irzprovemen-ts wt 6 Joaquim Road,Barnstable., L AI% premared by Sullhrw Engineering,Inc., OsterviUe,dated September 21,2006. with a,final revision for SPR comments and pert. test date. October 27,2006 in-accordance,. Upon completior:of it w)rk, a registered engineer or land surveyor shall submit a letter of cvrtifcation, made upon howledz6' b and l 421 in 3CCi3r "ith rcf-'Ss:Y,t 11-da rdi dw aft Fork has been do;?e LU subs'M.,n0al i~'OMP i3nce with the approvers site plan(Zoning Section 240404(0). This doemnent shall be C � i.ssuan e of the final cez 6ificate of occupancy. t u�rniteet;prior to the t cuRY Of ttze approved plaa*r is G? 71c- if yo'U<have a111y cluesdons or require further assistance, my direct telephone nau ber is 508-862-4679. Cel Ellen M, Swinia*Soul t Sit- cc: y STIR File Tour perry,Building t oj=i�sior.� CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: to w IcAOU t M rT HY tM H NAME OF PROJECT: �R.o eoS¢D Pt?.2_1006 t rFn S $r✓tk_V_1k SCOPE OF PROJECT: aE .lrJbM1o1J E06 &Vf n1r( off' In accordance with Section 116.0 of the Massachusetts State Building Code,I, M1 f, :9!& ( At?tte f,e • ,being a registered professional engineerkxehiteet hereby certify that I have prepared or directly supervised the preparation or reviewed with responsible care all design(or construction)plans,computations and specifications concerning the above named project. In those cases wherein I have reviewed with responsible care the plans, computations and specifications of other architects and engineers,I have determined, through their certification(affidavit/registration)that they are Massachusetts registered professionals qualified to prepare these documents. To the best of my knowledge and belief.(and by the certification of those registered professionals who have prepared certain documents within their areas of expertise)these plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all accepted engineering practices. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine(inspect)that, generally,the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2. 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contact documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required. controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general., if the work is being performed in a manner consistent with the construction documents. At the completion of the construction,I.shall submit to the building official a report as to the satisfactory completion and the readiness of the project for occupancy(excepting any items not endangering such occupancy and listing pertinent deviations from the approved building permit document). Signature C� ci lineBranch e��� .. � p 3477�f Subscribed and sworn to'befor/me this L Zday of. U 2 LID „ NOT Y PUBLIC My co ssion expires on S, JOSEPH D. GREEN Notary Public Commomvealth of Massachusetts + Uf My Commission Expires June 11,2010 Sk 16320 Ps229 010508 "' ► �. 01-30-2003 81 12 2 43P QUITCLAIM DEED WILLIAM F. MALASPINO, of Barnstable County, Massachusetts, in full consideration of the payment of Two Hundred Thousand ($200, 000. 00) Dollars ,. grants to Cidalia M. Pacheco, Trustee of the Armando Family Trust, u/d/t/ dated January 4, 2002, registered Barnstable County Land Court Records as Document No. 856447, with quitclaim covenants, the land with the buildings thereon in Barnstable (Hyannis) , Barnstable County, Massachusetts, commonly known as 7 Joaquim Road, Hyannis, Massachusetts, bounded and described as follows: NORTHWESTERLY by Old Barnstable-Yarmouth Road seventy-five (75) feet; NORTHEASTERLY by Lot 20 as shown on plan hereinafter mentioned, one hundred seventy-one and 50/100 (171. 50) feet; EASTERLY by land now or formerly of Benjamin Baxter, et al, one hundred (100) feet; SOUTHERLY by Lot 19 as shown on said plan ninety-eight and 78/100 (98.78) feet; and, SOUTHWESTERLY by Joaquim Road (a private way) , one hundred twenty (120) feet. Containing 18, 700 square feet of land, more or less, and being shown as LOT 19A on plan entitled "Subdivision of Land in Hyannis, Barnstable, Mass. Property of Joaquim Rosary" , scale 1 inch equals 100 feet, December 28, 1954, " drawn by Bearse & Kellogg, Civil Engineers, Centerville, duly recorded with the Barnstable County Registry of Deeds . Together with a right of way in common with all others now or hereafter entitled thereto over said Joaquim Road and Rosary Lane as shown on said plan. The property is conveyed subject to and with the benefit of all rights, rights of way, restrictions, reservations and easements of record. For my title, see deed dated August 7 , 2000, and recorded with the Barnstable County Registry of Deeds in Book 13175, Page 111 . 1 r Bk 16320 Po 230 010508 Executed as a sealed instrument this 30th day of January, 2003 . WILLIAM F. MALA p Barnstable, ss January 30, Then personally appeared before me by the Malaspino and acknowledged the foregoing instrument t �' ��1��. a! e •• act and deed, '',�)�I `,.••• Notary Public My Commission expires: November 27 , 2003 --------------------- BARNSTABLE COUNTY O REGISTRY OF DEEDS COUNTY EXCISE TAX REG 13F a S ------ -- BARNST E Q DATE 01.300 TNU mrsaias � ai �� TA}{ $456.00 FEE Q TOTAL `J $456.00 .� CA $456.00 CASH $684.a0 CLER NO.036503 TIDE . 1 1111 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER 2 BARNSTABLE REGISTRY OF DEEDS 53 A. �4 Corporate Office - M_ Western Sales Office 18933Aldine Westfield 10 Inverness Drive East, Suite 220 Houston, Texas 77073 Englewood, CO 80112 Tel (281)443-9065R LMJF Tel (303) 799-4579 Fax(281)443-9064 Fax(303) 799-4803 Toll Free(888)467-4443 BUILDING SYSTEMS1 Toll Free(800)658-2885 February 21, 2007 RIGID S.O. NO.: 26764 CUSTOMER: Squier Construction Inc. ADDRESS: 582 Bay Lane Centerville, MA 02632 END-USER: Pacheco Landscaping JOBSITE: 6 Joaquim Road Hyannis, MA 02601 COUNTY: Barnstable BUILDING END-USE: Garage BUILDING: "A" Rigid Frame Enclosed Span Length Low Side Eave Height Roof Slope Bay Spacing 37'-0" 60'-0" 16'-2" 3.5:12 3 @ 20'-0" Gentlemen: Rigid Building Systems, an AISC Certified Manufacturer under Category MB, certifies that the above structures were designed in accordance with the A.I.S.C. Specification for Structural Steel Buildings - Allowable Stress Design, a Edition, 1989, the A.I.S.I. Standard, North American Specification for the Design of Cold-Formed Steel Structural Members, 2001 Edition, A.W.S. D1.1-04 Structural Welding Code-Steel and A.W.S. D1.3-98 Structural Welding Code - Sheet Steel and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2001 Massachusetts State Building Code. Dead Load . . . . . . . . . . . . . . . . . . . . . . . . . . .metal building structure only as furnished by RIGID Collateral Load . . . . . . . . . . . . . . . . . . . . . . .0 psf Wind Load: Basic Wind Speed . . . . . . . . . . . . . . . . . . . 90 mph Wind Importance Factor(Iw) . . . . . . . . . . . 1.00 _ Wind Exposure . . . . . . . . . . . . . . . . . . . . . ...B" Live Load: Primary Framing . . . . . . . . . . . . . . . . . . . . . 20 psf W/O Tributary Area Reduction Secondary Framing . . . . . . . . . . . . . . . . . . .20 psf Snow Load: Ground Snow Load (Pg) . . . . . . . . . . . . . . .35.7 psf Roof Snow Load (Pf) . . . . . . . . . . . . . . . . . .25 psf Snow Exposure Factor(Ce) . . . . . . . . . . . 1.0 Snow Importance Factor(Is) . . . . . . . . . . . .1.0 Page 1 of 2 I Continuation Rigid S.O. 26764 Seismic Load: Zone . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . - Av/Aa . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . 0.12 Imp. Factor .. . . . . . . . . . . . . . . . . . . . . . . . . .1.00 Other Loads/Requirements: Mezzanine Loads (framing by others) DL = 20 psf LL = 100 psf Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. Open web joists, if used and supplied by RBS shall be from a Steel Joist Institute (SJI) approved manufacturer. Metal panels, clips and cold-formed members, if not rolled by RBS, shall also be from an approved manufacturer of AISC. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Building Systems, in its AISC approved facility at Houston, Texas. It specifically excludes accessories, anchor bolts, foundation, masonry, or general contract work as well as erection certification. Sincerely, �gN OF �ss Professional Engineer JOHfU A. L/O'tVG O. Page 2 of 2 r - � �,. �,ie {�aavizo�.uoecrl�i o�✓Glaaeael��ee�a I _ • j ,- ti�'c BOARD>OF BUILDING REGIJLATIO(VS #° License CONSTRUCTION SURERVISQR Numbs 0518' _ ( pUe 2703 # Q8 Tr,no: .16514 fit a Rest etetl'Q ` h MICMAEL K SQl`lRa3 5 62 QAY L'N CENTERVILL.E, I Comm��stoner ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021I1' www.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individual): . Squl y e0nsj1U.()10nl NO- Address: 5��2 -SP✓ LA(Vln City/State/Zip: 00i V,)d1& 02L'5 2. Phone.#: Are you an employer? Check the appropriate bog: :Type of project(required):. 1''[] I am a employer with V/Y 4. ❑ I am a general contractor and I employees(full and/or part-time).* • have hired the sub-contractors 6. New construction . 2.❑ I am a'sole.proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship.andhave no employees These sub-contractors have 8. ❑Demolition tivorkin for me in an capacity. employees and have workers' g Y P tY co insurance.$' 9. ❑Building addition [No workers comp,insurance comp. required] 5. ❑ We are a corporation and its 10.❑•Blectrical repairs or additions officers have exercised their '3.❑ I am a homeowner doing all-work . 11.❑Plumbing repairs or additions . myself.[No workers' comp, right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no ' employees. [No workers' 13.❑ Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide theiF workers'comp.policy number. I am an employer.that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: SA✓�� ��U04/�'J C�u�l jy INJul,on+C� Policy#or Self-ins.Lic.#: DDD 22►j 1 Expiration Date: 11/10/0� Job Site Address! <L JoagU/nL RaAcL- 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under a tts•a enalties of perjury that the information provideddabove is true and correct. Si afore: • Da#�r�A� 1/ �v`7 Phone Official use only. Do not write in this area, to be completed by city or town official: City*or Town: ' Permit/Lfcense# Issuing Authority(circle one): .1.Board of Health 2,Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: lID•lllM1ULIU11 A.nu 1UNLI UuLIU113 Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,assodiation,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to"operate a business or to construct buildings in the commonwealth for any applicant who has not produced�acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ehapter.152,§25C(7)states"Neither tfie commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public.work until acceptable evidence-of compliance Qyithtlie insurance requirements of this chapter have been presented'to the contracting authority." Applicants ' Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if . th their certificates of - e s address es and hone numbers along wi ( ) necessary,supply sub contiractor(s)nam ( ),address(es) p ( ) g insurance. Limited Liability Co Panies.'(L. LC)or Limited Liability Partnerships(LLP)with no'employees other than the members'or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers! compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the-affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information(ifnecessaty)and under"Job Site Address"the applicant should write"all-locations in (city or 'f town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog .license or permit to bum leaves•etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance.for your cooperation and should you have-any questions, please do not hesitate to give us a call. The Department's address,telephone•and fax number:. I,I I The CommonwWi&of Ida achusats Dqpartment of lateral Accid'outs r' Offt"of Intivest tons 60()w &tQa stma B64onx MA 02111 - . Ticl it # 617-'27-0.0.0 ext 406 or I- 7-MASSAFE . Fax#617-727-7749 Revised 11-22-06 • www.ilgatmgCbv/dia DATE(MMIDD/YYYY) ACORD.. CERTIFICATE ®F LIABILITY INSURANCE s OPI D 05/09/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE DGP-Miles Insurance Agency,Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 3 School Street P.O. Box 1018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Taunton MA 02780-0957 Phone: 508-824-8961 Fax:508-880-2734 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Savers property & Casualty Ins INSURER B: - Squier Construction Inc. Michael Squier _ INSURER C: 582 Bay Lane - INSURER D: Centerville MA 02632 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INZ'K AUL)N POLICY EFFECTIVE POLICY EXPIRATION LTR INSR TYPE OF INSURANCE POLICY NUMBER - DATE MMIDD/YY DATE MMIDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY - PREMISES(Ea occurence) $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT. LOC AUTOMOBILE LIABILITY - - - COMBINED SINGLE LIMIT $ _ ANY AUTO - - (Ea accident)ALL OWNED AUTOS - BODILY INJURY - SCHEDULED AUTOS (Per person) $ HIRED AUTOS - - - BODILY INJURY - NON-OWNED AUTOS (Per accident) $. PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - - - - AUTO ONLY-EAACCIDENT $ -ANY AUTO ) OTHER THAN EA ACC $ AUTO ONLY: I AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F—ICLAIMS MADE AGGREGATES $ ] DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND WGbIA- - TORY LIMITS ER - EMPLOYERS'LIABILITY `a' ANY PROPRIETOR/PARTNER/EXECUTIVE WC0002241 11/10/06 11/10/07 E.L EACH ACCIDENT $ 1000.00 OFFICER/MEMBER EXCLUDED? _ E.L.DISEASE-EA EMPLOYEE $100000 If yes,describe Under - - - -SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 -OTHER - - DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION . - BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION - - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of Barnstable IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 328 Falmouth Road Hyannis MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE David G. Pietro . ACORD 25(2001/08) ©ACORD CORPORATION 1988 � � �. �A �W' 6� �,,. �.,, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V��`� Application# 007 ), t ` Health Division Conservation Division Permit# Tax Collector Date Issued On Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �-- Historic-OKH Preservation/Hyannis Project Street Address J0AQ u 1 n2- K c9_oa L Village •jym�us Owner _,4((Y)A1YCL61 &�t�o zanily grin Address L J0z,G1)1A � OzUaf Telephone Permit Request � � � �u�lG/�Alc. _��o����- -� � (a Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7 000 Construction Type Bu,ld,Nc, Lot Size l�- 1100. S UaL L k. / Grandfathered: ❑Yes ❑ No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes dNo On Old King's Highway: ❑Yes 2 No r Basement Type: ElFull ❑Crawl ❑Walkout 40ther Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:❑existing`❑new size N Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: 'Q c 32. Z-1 -c Zoning-Board of Appeals Authorization -0- Appeal#--- - - — _ _ _ —___,.Recorded 0_ Commercial YYes ❑No If yes, site plan review# 0 2- ��° -,� Current Use J0 - Proposed Use BUILDER INFORMATION r- M Name 's9u i v 0-o/vs-1 I U ca i ont I ryc Telephone Number �`v 8 Address _<g Z -gAy License# Q C yLcl��11 M gA 02(S2 Home Improvement Contractor# Worker's Compensation# 10('400 2 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ar( S)kY- d Um0 P014wrior SIGNATURE /'` DA A`/ 11 2, 0 1 I FOR OFFICIAL USE ONLY t i PERMIT NO. DATE ISSUED 3 MAP/PARCEL NO. ADDRESS VILLAGE OWNER �I DATE OF INSPECTION: r' FOUNDATION ®cC— �o �'�` D 7 P2 r r FRAME INSULATION ; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. is i f j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map " Parcel . Application # (� 1 Health-`Division - I � ; "' Date Issued x VU Conservation Division Application Fee Planning Dept. Permit Fee �� Date Definitive Plan;Approved by Planning Board rp Historic OKH Preservation / Hyannis Project Street'Address 14_Y4ft&1 Village Owner z4A- Ai zbe2 + 0 Address Telephone Permit Requester Square feet: 1st floor: existing,!:�-)Xe proposed ® 2nd floor: existing proposed ��Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes o If yes, attach supporting documentation. Dwelling Type: Single Family . ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:,existing new Number of Bedrooms: <f511? existingihew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: *(_';a__ss ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 4NO, Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing=�0 new size_ Attached garage: ❑ existing ❑ new size _Shed: 0 existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use F, p - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I���%WOi ' Telephone Number Address License # Home Improvement Contractor# T � � 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOI 9 SIGNATURE DATE J FOR OFFICIAL USE ONLY T APPLICATION# DATE ISSUED MAP/PARCEL NO. i I , ADDRESS ' VILLAGE OWNER i DATE OF INSPECTION: I I i FOUNDATION I FRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH I FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ;FINAL I FINAL BUILDING - • I • DATE CLOSED OUT ASSOCIATION PLAN NO: �1 T The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Avnlicant Information Please Print Lez bly Name(Business/Organizationandi Mud): Address City/State/Zip: Gj�/1� Phone.#: Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction em70!e (full and/or part-time).* have hired the sub-contractors amproprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity. employees and have workers' 9 0 Building addition [No workers'comp.-i isinance comp.insurance.$ ❑ 5. We are a corporation and its ME]ME]Electrical repairs or additions required-] 3.El I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself:[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required]t c. 152, §1(4),and we have no employees. [No workers' ME]Other comp,insurance required.] *Any applirant that checks box#1 mast also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing aD work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 subtonbmators have employees,they must provide their workers'comp.policy numbs. I am an employer 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.M 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!)IA for insurance coverage verification. I do hereby ce nder the pain e s the information provided above a 1w, correct Si attire: Date: _ Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuiIding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs,persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance With the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)aame(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies*(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (Le.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number. The C6mmonw*th of Massachusetts Department of Industrial Accidents Office of IuvestigatiQns 600 Washington Street BostGn,MA 02111 Tel. #617-727-4900 ext 4-06 or 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia oFtHEra�. Town of Barnstable Regulatory Services EMMSTABHAM iE Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize /��.�/ _�� / o act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable THE F Tp� Regulatory Services " Thomas F. Geiler,Director + BARNSTABLE. . MASS. 1679. Building Division PrfD t"��A Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 vrwvv.to w n.b a r ns t a b l e.m a.u s Office: S08-862-4038 Fax: 508-790-6230 HOl1'IEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns 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. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building pemiit is required shall be exempt from the provisions of this section(Section 109.1..1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. c MASSACHUSETTS DEPARTMENT OF INSPECTION SERVICES CONSTRUCTION CONTROL AFFADAVIT As Per 780 CMR—Sixth Edition BUILDING PERMIT# PROJECT/OCCUPANT: PROJECT LOCATION/ADDRESS: 6 Joagum Rd. Hyannis, MASS IN ACCORDANCE WITH SECTION 780 CMR. 116.0 OF THE MASS. STATE BUILDING CODE, i MLUAM O. BISHOP : TELPHONE NO. 508-328-5544 REGISTION NO. 29488 A REGISTERED PROFESSIONAL ENGINEER, I CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING THE INTERIOR PROJECT. FOR THE ABOVE-NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASS. STATE BUILDING CODE, ALL OTHER ACCEPTABLE ENGINEERING PRACTICES, APPLICABLE LAWS, AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. 1 FURTHER CERTIFY THAT 1 SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AS OUTLINED IN SECTION 116.2.2 OF M. S. B. CODE AND BE PRESENT AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT. I FURTHERMORE AGREE TO SUBMIT PERIODICALLY, AN OBSERVATION REPORT TOGETHER WITH PERTINENT COMMENTS TO THE CITY OF NEW BEDFORD BUILDING COMMISSIONER. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMIPLETION AND READINESS OF THE PROJECT FOR OCCUIPANCY. NOTE:ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH 780 CMR, SECTION 1705.0. �-0 41 ss 0,00 S•SR ESSlJtdA��`, SIGNATURE & STAMP - I i . � L�Die �)IZ�JT24YuxelLlLfL o j? xJJ%zCOzrt�. . _ Board of Buy 'ng Regulat' s and Standards HOME IMPROV T CONTRACTOR Registration: 1364 Ex ation: 7/23/200 Tr# 124194 Type individual ARMDO AI)IM.PEREIRA MANDO PEREIRA i 2 HOLLY TREE LANE WEST WAREHAM,MA 02576 Administrator ., BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR }' Number: CS 083273 Expires: 05/30/2008 Tr.no: 24198 Restricted: 00 ARMANDO M PEREIRA / t, PO BOX 578 C i/ W WAREHAM, MA 02576 Commissioner . .t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel � j Application#' c��(,� C O/ Health Divisionz Jcl _ 40 �t Gd� °-n Z��P n��sFd Date Issued Conservation Division Application fee Js Tax Collector Permit Fee Treasurer ` _Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address (�l�l 7___L___ , Village Owner AddressT-/ Telephone ��7 7 �� D-7 Permit Request mi l / � Floo r fy ez z 1 t,-i i►v e— Square feet: 1 st floor:existing proposed t!5�" 2nd floor:existing .O proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation dO Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout -kother _<;e_ / Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing -6-9 new Half:existing new Number of Bedrooms: existing ® new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: N(�as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes �o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use - Proposed Use BUILDER INFORMATION Named M, Telephone Number Address E�e Agx S �� License# C� /���. 7., wEr::W AI EA� Home Improvement Contractor# 452 /�Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �� �SO� SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# f DATE ISSUED ' MAP/PARCEL NO. ; ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION .Map J"0 Parcel //7 Application# d I Health Division o *tl�%�� o r�^ury Date issued Conservation Division Application Fee / l Tax-Collector Permit Fee 'j� f/ Treasurer: Planning Dept. J�-Q-- Date:Definitive,Plan Approved by--Planning Board Historic-OKH Preservation/Hyannis f Project Street Address Village n Owner _Wy, Address '�� wep4w,19kl� r//0//,f Telephone 4 la 9-- �7 b —l�G'„ 4C - U� Permit Request /�/ / / ,�/ - I` / f� Z" a� lao r /�'i a 2, N r ya r 0 01,J Square feet: 1 st floor:existing f proposed � 2nd floor:existing G�) proposed /" Total new 2 - r -Zoning District Flood Plain Groundwater Overlay Project Valuation /_5;AdcO Construction Type _ f Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Singe Family ❑ Two Family ❑ . Multi-Family(#units) Age of Existing Structure ✓` Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: O-Full O Crawl ❑Walkout _@ tither Kcpv�,bz Basement Finished Area(sq.ft.) "" Basement Unfinished Area(sq.ft) Number of Baths: Full:existing fl new Half:existing new Number of Bedrooms: existing. .� new Total Room Count(not including'baths):existing new first Floor Room Count Heat Type and Fuel-❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes.,.a=No Fireplaces:.Existing New Existing wood/coal stove: ❑Yes ❑No Detached,garage: existing ❑new size Pool:❑existing ❑new size Barn:❑existiing ❑new size Attached garage:❑existing ❑new size Shed:❑existing'O new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial :❑Yes ❑ No If yes, site plan review# - : Current Use -Proposed Uses.---- BUILDER INFORMATION Name APE Telephone Number ` — � Addressi License# lr` Ztif r'�-41 Z/_9A 01;1-4 Home Improvement,Coritractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TO FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents ; Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please-Print Legibly Name(Business/Organization/Individual): G� Address: moo,2W X' City/State/Zip:I C Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction loyees(full and/or part-time).* have hired the sub-contractors 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 workingfor me in an capacity. employees and have workers' y p �'• t 9. ❑Building addition [No workers'comp. insurance comp. insurance. 10.❑Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: 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 cover2a verification. I do hereby cert4jonder the painylindpena of perju at the information provided abov is true and correct Signafore: Dater Phone#: Official use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: j Information and Instructions N� Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pernut/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"I:he applicant should write"all locations in__(city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-72774900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass.gov/dia A.P � ✓fie T�ainmzonureaf� a� acfu�6e� 3 Board of Building Regulations and Standards i HOME IMPROVEMENT CONTRACTOR ! Registration: 136402 " f Expiration: 1/23/2008 Tr# 124194 Type: Individual ARMANDO M. PEREIRA ARMANDO PEREIRA 2 HOLLY TREE LANE WEST WAREHAM,MA 02576 Administrator ------------- . � �,�- ✓fie �a»v�rca7•rtuea�t�. a�::�f, �l , i BOARD OF BUILDING REGULATIONS s License: CONSTRUCTION SUPERVISOR ' Number: CS 083273 ' Expires: 05/30/2008 Tr.no: 24198 $ Restricted: 00 4 ARMANDO M PEREIRA PO BOX 578 ,. W WAREHAM, MA 02576 Commissioner ! ` " Tati Town of Barnstable • a Regulatory Services • BA LE MASS. • Thomas F.Geiler,Director 1619.�FDWIa.IA Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �J/D e � f k4 , as Owner of the subject property hereby authorize , �r to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) ignature of Owner Date ��M�}-�I/D o ��►-�N E�e 'Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION �FTHE r Town of Barnstable Regulatory Services Thomas F.Geiler, - saRtasresrt:. ,Director MASS.�b .m� Building Division �rED a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns 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. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt MASSACHUSETTS DEPARTMENT OF INSPECTION SERVICES CONSTRUCTION CONTROL AFFADAVIT As Per 780 CMR—Sixth Edition BUILDING PERMIT# PROJECT/OCCUPANT: PROJECT LOCATION/ADDRESS: 6 Joagum Rd. Hyannis, MASS IN ACCORDANCE WITH SECTION 780 CMR. 116.0 OF THE MASS. STATE BUILDING CODE, I WILLIAM O. BISHOP : TELPHONE NO. 508-328-5544 REGISTION NO. 29488 A REGISTERED PROFESSIONAL ENGINEER, 1 CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING THE INTERIOR PROJECT FOR THE ABOVE-NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASS. STATE BUILDING CODE, ALL OTHER ACCEPTABLE ENGINEERING PRACTICES, APPLICABLE LAWS, AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AS OUTLINED IN SECTION 116.2.2 OF M. S. B. CODE AND BE PRESENT AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT. I FURTHERMORE AGREE TO SUBMIT PERIODICALLY, AN OBSERVATION REPORT TOGETHER WITH PERTINENT COMMENTS TO THE CITY OF NEW BEDFORD BUILDING COMMISSIONER. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMIPLETION AND READINESS OF THE PROJECT FOR OCCUIPANCY. NOTE: ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH 780 CMR, SECTION 1705.0. �1111.1- h i o y''SY'�tjq a8 ol�t;A SIGNATURE &STAMP 1 � �� � � _ } v � � � { I t � � i 02/28/20 8 12:18 -�087786448 HYANNIS FIRE PAGE 01 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel G Application#' eatth Division ,� d 6 Date Issued Conservation Division Application Fee "HYANNIS R E TIN " Tax Collector HYA IS P EN� Treasurer 9 1 x MA 02601 Planning Dept- Date Deflnitive Plan Approved by Planning Board Historic-OKH Preservation f Hyannis_ Project Street Address�� � Village Owner Address I&V Telephone a tT Parmlt Request� /�� �1 77ZI Square feet:t st floor:existing /Q?� proposed 2nd floor existing O proposed Total new Zoning District n Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,aflach.supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multl-Family(#units) Age of Existing Structure Historic House: .❑Yes O No On Old King's Highway. O Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout -,�F1'6ther Basement Finished Area(sq.ft.) Basement Unfinished Area(sq,ft) Number of Baths: Full:existing f:�' new Hall,existing 4:2 new—��— Number of Bedrooms: existing e::�' new pr /�' �, Total Room Count(not including baths),existing new First Floor Room Count Heat Type and Fuel:Gas ❑Oil 0 Electric ❑Other Central Air 0 Yes J�K Fireplaces:Existing New Existing woodlcoal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:❑existing 0 new size Barn:❑existing ❑new size Attached garage,❑existing.❑new size Shed:❑existing ❑new size Othe Zoning Board of Appeals Authorization IDAppeal# Recorded❑ Commercial 0 Yes ❑No It yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4AMad Telephone Number z—* � Address License# Home Improvement Contractor# I3 �2�7. Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ... SIGNATURE DATE Ass sor's office(1st Floor): • { A:sessor's map and lot number e! �Lt` `! �^F r l i TED `f SBoard of Health(3rd floor): ewage,Permit number Engineering Department(3rd floor): a Y � �������� y D�a s Lc�.' House number c 70 Definitive Plan Approved byiPlanning Board 19 KWN REGULATIONS ONO, APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only ti g; TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO GD71�C� ley �DIJr/Cll 1 TYPE OF CONSTRUCTION19 , e TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: f Location �/i`L}► / �� /I�EVl.0 Proposed Use 1 1� 4 Zoning District District (� Fire District i Name of Owner U�, Akt Allen- 'Address af�Pk (2ANYa Name of Builder SA 4 Address Name of Architect C C tY 0 Address Number of Rooms Foundation S L. A b Exterior l�eA l Roofing �" ! Floors. 6151"A�L-z Interior Heating v" Plumbing t9A)G hA`rh� s Fireplace AApproximate Cost 100 Area l Diagram of Lot and Building with Dimensions F 1� 0-0 3 � Ge,qb .f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License pjjA1:SASP N 1 WILLIAM & MILISA / !No 8 _Permit For BUS I�a$OP Commercial Building -Location' 6 JoaquimT Rd. _- ' ► - t_ • r^ a , t. S � 'Ens Hyannis ' Owner' fflill-iam &. Milisa Malaspino Type of'tonstPuction Metal Plot "j Lot r , I t Permit Granted' December 18 19 90 Date of Inspection i 19 c Date Completed /7�,L .19 y {� r 4 ` ' i I i 5 t , ' a r _ It fir'# -z• ii + ; ' + t 5 1 t TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE l JOB LOCATION �o ✓p�Q�/�n� ljg�ti/ S' Number Street address Section of town "HOMEOWNER" � ,/�1�SitJ.t�Yr -7 Name Home phone Work phone PRESENT MAILING ADDRESS9� ky —�' City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (s) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six 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 buildin ermit. (Section 109. 1 . 1) The undersigned "homeowner" assumes responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and- requirements. HOMEOWNER'S SIGNATURE 47V,2e�zz� 4'en.� r APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. f HOME OWNER'S EXEMPTION Thecode stat e that. "Any Home Owner performing work for which a building permit is required shall be exempt from the .provisions of this section (Section 109 . 1 . 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person (s) for hire to do such work, that such Home Owne:shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarene! often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home Owner actir as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, mar. communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Y y #4 _ i V ! I _ 1. :S { a d• T i 1 � ., _ Q c bo ' L.i i • 'i N °o ;zzC 00 44 440 Yy ���rrr 1111 ` w N V V ITS 9 { - Cd � � i a O=J •- g a_ 0 1-4 4._ i. 4fr.L ' L a M Glass Lot 20 Old £[ti./BRB d1ap1. Yarmouth o Road �• Ec: � ,.t ± ! 40' wide C L I ac I IT . I Aeeq I ure Building Proposed'WeldiA4 Shop'. ` 1 Town'L.O. / �.:.. f. Total 4320 sf Areal 2160,efij I Slabl�.'.E... v52.6o gravel 258 coverage -( - .. , i ,.., (.•..{.. .� - 1 -a� no-run-off I.. _ 4. -. 1 K�I /-/•2O ———— .D✓MPS' �J � �7b O�,x�'.sEci/R'�fy iG;•4yyri.!-it:: _�: ,Mtr/2.000 LEACH P/Y - i , .... I Ei L{#1.'1 J.(. :•-}.. L,. ::�:IL �:'. - �.J,L SI`oNE� Lot 19A �`pA oN 100� gst ; - ( �Ai� 17,Ii3 sf. .: ... : D-B gravel;paYkin 49171 k• -+7-.. `o• 41 1-6 X4 :100%1. �..: / ro' .0 pit` xp•..; 0j Joaquim Road ..a56.7 401 wideTT • {. . lddress of Owner Villiam Malaspino I 1..�..;.-;-' -I 292 Camp St. W. Yarmouth, MA. - t Profiie No; Scal� lap 344 Par. 34 Zone- Bus. sz.o :� L,J_ . Use Welding Shop 5Cns no change ( � Lot size 17,829 sf fn t Building 2160 sf :1_ 5cq'go 1000 ' ! j. i'I i. Total " 4320 sf 1 Lot cover 25� G S T µio b ,G1-6'x4'pi 3 Employees = 3 Parking +•1W�2L'gto�Is Provided 10 ". ; `q4 ( [?,l 1 ^�2I Septic design Septic 3x15=45 gpd No. employees 3 Provided 392 gpd . . . .. Disposal no ` ; . . : . i : ,.( ' jll '• Gravel parking:area Estimated flow 45 gpd No run-off Leaching area 204 sf f Reserve Ref. plans :datum' 204 :sf " " Elenationa �f :on. sumei� . ! ' �. .F. Capacity 392'9Pa ; i I Joaquim Rosary 12-54 I r John J. Rosario 8-86 L -r: : ' 1 I Site Plan of Land in Hyannis, MA. For William Malaspino. . . u Scale 1"=20' Date 9-7-20 : Iz�v. Jo 4.4 ' r +st Pit P-7641 0' i "n•' r 7,�: /o•/i•90 , ! p de 9-6-90 # All Cape Engineering.: :.;'; . t. Ed. Barry 49 Harbor Road r L water encounted + t. Hyannis, MA. c. less 2 min per 1" 02601� L�cuc dA:_ 1 TP 2 ^.•.r'...i 7i54a i/l'iSicb' ! so.: so.a ALL DRAINAGE r-t 49.z TO BE CONTAINEDjQ��tON LOTQ4 vr^"..sc coats( SITE PLAN NUMBER I sand RE=ulF-WF0 �,....` grave %, P�=A l ��� r Mir d I a EDv 1 :� i OH►1 ,"+c r9 0 0 .,i.NEr. ,E H. E . mediu 7 JJf ^//�/J sand //y/�/� `�L/(%G+ ((/yl�/ '�''�.,np.�+�'`c, DESIGN CODE . ._ ..._ DESIGNLIVE LOAD 30 PSF _E � DESIGN DEAD LOAD 5 PSF _ -FRAME SYMMETRICAL BASIC WIND PRESSURE 20 PSF -ABOUT FRAME SPACING 12'-0 C/C MATERIALS - ANGLES 44 KSI W - RODS 36 KSI v - BOLTS ASTM A325 CO 2 - 34 'DIA SOLID (TYP) � Z�is''Lie `\ 2V5 1112 tSFLS1'E7 $ O 12 x 1 L2 x 316 I(_)lag FR jauL'L6PS n 0. Z�0' �pP%�pR�� 315 2�. I. ��`\ + 34 'DIA TYPICAL UC.-TS — elllyzX r� ��� 2}5 -� �� �o r✓ZS I BpT I o Z.o ! I I 20'I TRUSS.DIAGONAL i 1 34-DIA SOLID '(TYP.) I Z < I o zo I )K INDICATES THE LOCATMN OF I I c D t I 1 x 1 x 18 L STRAP LEG DIAGONAL I o 2 45 DEG. EACH SIDE TO PURLINS I .. o DIA•,SOLID CTYPJ rT I x OR GIRTS P = 750 # TENSION/BRACE z i x i c'.iW � - � I ta I ' � I z _N � C al ( ± 3.0K_� I Li �ZN OF y l 3-Y I 10' (UPLIFT +3.1 K 36'-2' -8.0 K I ACK yN j o o Cr o C N ¢C ao�E �e Z i sLl • 1 C LL 6- Y _18'(HALF) 36' OVERALL r • �� 13.13'! 2.74' 3.13' _375' S' —cq-}I p I 'LATE c / oUR UN CUP 15O� O cc__ 20� JACK 5"X3"X16GA I NAIL 90,000 PSI I WFU (TYP) p. �" p lL z PURUN S z O 1 / ! SHEETING PROFILE SPAN =. 24' CFF CHART ,� y �N=OAD = 153 PSF P � F,�.e -wE LLi LiXiX18 ! in jo a I —TRUSS DOUBLE R j r BENT ROD BRACE ANGL ES c - 2 _ L e Q �-'-' _ _ SECTION C-C SECTION A-A F 'I-SR CE / OO z I 58 0 A325 Q Z i ON 36' WIDE BLDG 0 5 g OR 34 0 A.325 p p t� � TYP 2 F �'7 ® I � ��A;t wELD J '.5X16' SEE CHART j ANCHOR G BOLTS J J DO- I ANGL= - j 1 G Nr_L[?ED TO LEG r` •"" f .� � I I 7 I j � a i I Q I BRACING j 1 jLu i ROD j I 0 �I w o �f In J U m SECTION E-P ID SECTION G-G i X _„< z Q WELD CHART X—BRACE DETAIL I a} I W ~ O. W WEB MINIMUM WELD MINIMUM WELD I � � DIA 1IROA'T,INCHES (LENGTH TOTAL, INCHES �L U Z_ 916 0.178 1.5 1 v F— I N d � OL N VSR)A 5g 0.185 1.7 j s+ —1 Z'l �— WZ O` jLATBAR - Ills'3i 0.242 2.3 131ISI1 59S9'1`-�11316, 1-) � 5� Ii � �O �r - A I �- A A 1316' 0.208 2.6 f--� "1 SECTION F-F 0.215 3.o SEC B-B. SEC... Q6MWCCMECTION pc .59'-7' TO O/S OF COLUMNS 35-7' F c W� k W C PROVIDE--PURLIN y CONNECTION TO TRANSFER WINDLOAD y FROM ENDWALL P = 290#/PURLIN 0 BRACE 59 DIA. 10'x 14' 10'x 14' Zo SOLID (TYP) O.H.D. O.H.D. P = 6.6 K TENSION ti - O J Q d O 2 V) SIDEWALL ELEVATION 7RENTWALL ELEVATION _ BY OTHERS x o a a U - W p s J H O 7 J 6i P1 JACK ZN W g D. L. ` U 9 No. so Cis �p U NA — d H Q W W z N f SIDEWALL ELEVA_TLaN REARWALL ELEVATIQN'- - W c ci LL GENERAL 4OT;*S 'n a rESIGN CODE ft7 EDCTION CF THE 30CA 3UILDING CIIDE < - SUPPLEMENT) OESIZN ROOF L;VE LOAD 3o*/sc. FT. _ - CRITERIA 3ASCC WIND SPEED 80 M.P.H. EFFECTIVE VELOGTY FRESSU12E 20g/SQ, F-T, tr EXPOSURE 'OEF. 'IF APPLICABLE) C (f) - J ---i J L - SEISMIC ZONE ROOF LEAD LOAD 5 #/SO. FT. I DOOR LOAD 5 */SQ. FT, h W - - - - =11E ZF SHALL 3E :N A,CC32DANCE WITH 7-E MBMA, METAL V I ¢ - {.. ..j - ?RACTICE BUILDING MANUAL O Vj `3 - - - --r— - --y - -UUNDATICNS SHALL 3E DESIGNED BY A REGISTERED ENGINEER TD SNIT LOCAL SOIL AL AND CNSLATERAL AND 77 SUPPORT Tf{E j t INDICATED VERTI aL AND LATEr2AL =OBOES. V) Nj =� a W - �ATE-RIALS ;TRUCTURAL S�L1 SECTIONS ASTM A441 44 KSI YIELD Z W RODS AND FLATS AST4 A36 36 KSI YIELD LIGHT GAUGE METAL ASTM A446 GRADE B UP �J -D .048' THICKNESS O q ASTM A446 GRADE D EWER .:aB• -aICKNESS N i� 0 z I y :iGH STRENGTH 301-TS ASTM A325 d t lELDCNG ALL 'WELDING SHALL 3E CARRIED CUT :4 ACCORDANCE N WITH THE REQUIREMENTS CF THE A.W.S WELDING CIIDE J W 3Y WELL^ERS QUALCFI£D BY 7HE ?RESCRIBED TESTS =3 CL W U n I a CONNECTIONS ALL MEMBERS SHALL 3E CONNECTED EVELIIP THE FULL - - :f "ENSILE CAPACITY CF THE !AMBER S •J LIGHT GAUGE METAL CONNECTIONS SHALL CONFORM TII THE o REQUIREMENTS OF THE AISI COLD rCRMED STEEL DESIGN ? J MANUALcl— y STABILITY THE LATERAL STABILITY CF TRUSSES AND COLUMNS HAS + ' 'r SEEN ASSUMED TO 3E PROVIDED 3Y THE .ATTACHED �- -- - - - - SHEETING AND SIDING MATERIALS. 7r< METHOD OF • J L J L - JIL ATTACHMENT CF THE .MATERIALS TO THE STRUCTURE SHALL Z 3E SUFFICIENT TO PROVIDE THE REQUIRED LATERAL C RESTRAINT y Ll >� USE TEMPORARY BRACING DURING ERECTION TO ENSURE s Z :1'-91> :2'-0' 12'-D' Il'" 9� I THAT THE FRAMEWORK ;S STABLE, AT ALL TIMES, iN EACH DIRECTION T T u y? CREC ICIN UNTIL HE SHEATHING AND SIDING 11-9 '+ 2 '-0'+ - - T /S CF [SIlIIMNS � HAVE BEE*! INSTALLED J 12 11 G G � 912"- _ I DRIFT THE LATERAL DISPLACEMENT OF THE 3UIL➢ING UNDER H ¢ I WIND LOAD IS H/120 Z< u Z H F �RAMLNC. PLAN _ _ — ��� 'D. cN - U — 08 + ... : .,.. • F . • .. `.;•�iY,: ,.('��5..�,i.st.. .. ., ^:.' . .. .« :,.�^�.¢ ,:k $r.xn c Assessor's office(1st Floor): Assessor's map and lot number►—U1� l V4IECFI Board of Health(3rd floor): ^ Sewage Permit number , Engineering Department(3rd floor): / / oD tc House number Definitive Plan Approved by Planning,Bbard ` 19 MI�� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE F BUILDING INSPECT-OR �a� �U� i 1 VU APPLICATION FOR PERMIT TO � � C,G(�7",a i 1,b TYPE OF CONSTRUCTION Vt l� 1:9 L _ r 7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies'for a permit according to the following information: Location�To C) tall ffoal,)- 444 UAhI/11 G Proposed Use tba l Awl Shop Zoning District i #u . Fire District T Name of Owner l�J iA�l }1 .Ll�l- iUn Address Nfa + Name of Builder SAM Address Name of Architect ��ir'�' T� 1 r�! a� 0 1 Address Number of Rooms �.- Foundation S L.A�k, Exterior /rur_`t,� Roofing �zt Floors ��� Interior Heating 62 Plumbing +)WG- hA A`F �y - Ob Fireplace Approximate Cost .ffig Area Diagram of Lot and Building with Dimensions Feed b+ �a qb „ f i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i ;5 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ,f Name Construction Supervisor's License MALASPINO, WILLIAM & MILISA A=344-34 No 34108 permit For BUILD SHOP Commercial Building i Location 6 Joaquim Road Hyannis Owner William & Milisa Malaspino Type of Construction Metal i Plot Lot Permit Granted December 18 19 90 Date of Inspection 19 1 Date Completed 19 f f' r' �5 ���71 ' PERMIT COMPLETED Shea, Sally From: Lt. Don Chase [dchase@hyannisfire.org] Sent: Thursday, April 10, 2008 4:45 PM To: Perry, Tom Cc: Shea, Sally Subject: 6 Joaquim Rd Change to tenant fit out for above ok with us. Reduced project to just bath install in new building according to Pacheco. Thanks Don 1 Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 BARNSrABLE, A,�� Growth Management Department Thomas A. Broadrick,AICP ED MA'S 367 Main Street,Hyannis,Massachusetts 02601 Director of Regulatory Review Phone(508)862-4785 Fax(508)862-4725 www.town.bamstable.ma.us November 10, 2006 Armando Pacheo Landscaping Service ZF c/o John O'Dea, EIT _. Sullivan Engineering Inc. 7 Parker Road "' C,) P. O. Box 659 "= Osterville, MA 02655 r Reference: Site Plan Review(052-06) `o rn 6 Joaquim Road, Hyannis, Map 344, Parcel 034 Dear Mr. Pacheo: Please be advised that the Building Commissioner, Tom Perry, has issued an administrative approval subject to the following conditions: • All construction shall be in compliance with the approved plan entitled, "Site Plan n Proposed Improvements at 6 Joaquim Road, Barnstable, MA", prepared by Sullivan �( Engineering, Inc., Osterville, dated September 21, 2006,with a final revision for SPR comments and perc. test data, October 27, 2006 in accordance. ��1 • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional. standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. • Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the approved plan is on file. If you have any questions or require further assistance, my direct telephone number is 508-862-4679. Sincerely,. Ellen M. Swiniarski Site Plan Review Coordinator CC: SPR File Tom Perry, Building Commissioner �_ Complaint/Inquiry Report Assessor's No- Date:— Complaint Name: I,ocation Address: Originator Name: Street: valge: Stater gyp'--'— Telephone:DIE Complaint Description: Inquiry Description: 9 For o ce Use Only f Inspectors D 1 e Y inspector. Action/Comments ate: U/. Follow-up Action P. Additional Info. Attached CoP}•Distribution: White-Department File Yellow-Inspector Pink-Inspector(Return to OlFce Manager) Urenas, Gloria From: Giangregorio, Robin Sent: Friday, May 24, 2002 2:46 PM To: 'Donald H Chase(E-mail)' Cc: Urenas, Gloria; Perry, Tom Subject: Malaspino I knew it was just too quiet today! I got wind of multiple complaints concerning Mr. Malaspino on the corner of Joaquim and Rosary. I am informed that he has covered a fire hydrant although I don't with what material. I am also informed that he is crushing cars and blocking access. I will follow-up on my end for the zoning and Health violations but perhaps someone from the Fire Dept. should take a drive down and see what's going on. This is a water overlay district). I am informed that he has car batteries and other materials (hazardous and non)strewn about. As some of the materials sound like they are combustible as well as hazardous- I am referring this issue to you. Please advise me of any action. Thank- you. 1 Town of Barnstable FIHEr �O Regulatory Services : Thomas F.Geiler,Director * BARNSTABLE, MASS. g Building Division qj .i6gg ♦0 AtFD 39 a Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINTANQUIRY REPORT Date: L e' 2 Rec'd by: Complaint Name: Map/Parcel Location Address: Originator Name: . Street: Village: State: Zip: Telephone: Complaint Description: • GAS FOR OFFICE USE ONLY Inspector's Action/Comments Date: "5—' Inspector: "' ell Additional Info.Attached Q:forms:complaint ,h�-fe- ly . G _ - - er_t� I ! I li � � � � i , , I I . � ' ' � � ' ii ' ' _ _ _ _ . _ _ i , , i _ /� __ -y cd� i .��� i _ �. ... � � I _ , , i ! + a t � r i .�._ -_ �.. , � ' i . j M. , • - -- { ���� � , —.. i � �...._r.,.�..._._....�._._._...y_.�___ �— - - -�a-- ---- ---- — - -- P 339 592 333 l - US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentt Street umber IPo St "&ZIP Code -PTotage $ a„ 7 Certified Fee Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to Whom&Date Delivered Return Receipt Showing to Whom, Date,&Addressee's Address 0 TOTAL Postage&Fees $ ; ch Postmark or Date E `o ur Cn n. Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office servicevr m window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the a) cc return address of the article,date,detach,and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the C addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it ff you make an inquiry, a i BARNS MIX Ar'� ,e The Town of Barnstable ED MA'S A Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner August 20, 1997 William Malaspino 7 Joaquim Road Hyannis, MA 02601 Re: SPR-46-90 Welding Shop at 6 Joaquim Road (344/034) Dear Mr. Malaspino, I regret to inform you that you are in violation of your approved site plan for#6 Joaquim Road, Hyannis. Specifically your operation was approved for welding purposes only. A recent inspection revealed a storage yard use for you auto transport vehicles both on this site and on Mr. Rosario's on the other side of L&M Glass. These vehicles and frames have now multiplied to the point that there are over 12 on site in addition to other vehicles. If you would like to modify your 1990 site plan you will have to come in and file for another Site Plan Review. Ms. Anna Brigham in my office will assist you. Failure to take the above action within 7 days could result in legal action. Respectfully, Ralph Crossen Building Commissioner I I Certified Mail P-339-592-330 i � A r, i • r � ,t ��. F ' � � { _ i I,. i t y' e 1 i� `A --- _ � RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT STREET JOaquim Rd. Rc Old Barns.-Yarmouth Rd. Hyannis SUMMARY 34 H 73 LAND 9 S 0 BLDGS. >�,•{w.. �� �OWNER J.c�LI« TOTAL a� v LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: BLDGS. oI _1 _ 1 6 --- 1 _ .26 ... O TOTAL _.,. LAND ilkey, Lloyd Charles Wilkey, John L. ,Jr. 11-22-76 2428 275 ( -8) � BLDGS. �� , y TOTAL LAND 6 ZIJS" Of BLDGS. TOTAL LAND 01 BLDGS. TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: BLDGS. TOTAL kLEAREDFRONT LAND ACREAGE COMPUTATIONS BLDGS. TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL 0 3 `39 G Q 2 a 9 S LAND ch BLDGS. REAR TOTAL. MOODS&SPROUT FRONT LAND REAR 0 BLDGS. NASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL { FRONT DEPTH STREET PRICE DEPTH qb FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND d SENDER: .V ■Complete items 1 and/or 2 for additional services. I also wish to receive the to ■Complete items 3,4a,and'Alb. following services(for an ■Print too r name and address on the reverse of this form so that we can return this extra fee): d ■Attachi this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 2 ■Write'Retum Receipt Re uested'on the mail piece below the article number. d d P , a p' 2. ❑ Restricted Delivery rn The Return Receipt will show to whom the article was delivered and the date .. o delivered. Consult postmaster for fee. a -o 3.Article Addressed to: 4a.Article Number d C �^/// C � '�' 'J r'l 4b.Service Type 7 ;z,z.z�sc..i �J�. ❑ Registered [I Certified W y ❑ Express Mail ❑ Insured S LU o ®02 60/ f)�o ❑ Retum Receipt for Merchandise ❑ COD o e 6 7.Date o liti w z � �� � 7 �-7 ) 0 5.Received By:(Print Name) i 11N 8."Addressee's Address(Only if requested and fee is paid) 6.Signatu ddre a or Agent) �_ �C; / o v = c PS Form 1, December 1994 102595-97°e-69 Domestic Return Receipt i UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• I Town of Barnstable Building[Division I 367 Main St. Hyannis, MA 02601 THE WIMSTABM 9�A, A,•�' The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner August 20, 1997 William Malaspino 7 Joaquim Road Hyannis, MA 02601 Re: SPR-46-90 Welding Shop at 6 Joaquim Road (344/034) Dear Mr. Malaspino, I regret to inform you that you are in violation of your approved site plan for#6 Joaquim Road, Hyannis. Specifically your operation was approved for welding purposes only. A recent inspection revealed a storage yard use for you auto transport vehicles both on this site and on Mr. Rosario's on the other side of L&M Glass. These vehicles and frames have now multiplied to the point that there are over 12 on site in addition to other vehicles. If you would like to modify your 1990 site plan you will have to come in and file for another Site Plan Review. Ms. Anna Brigham in my office will assist you. Failure to take the above action within 7 days could result in legal action. Respectfully, Ralph Crossen Building Commissioner it Certified Mail P-339-592-330 °F TM rqy� •nxNsraste, • 9�ArE.A••� The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner August 20, 1997 William Malaspino 7 Joaquim Road Hyannis, MA 02601 Re: SPR-46-90 Welding Shop at 6 Joaquim Road (344/034) Dear Mr. Malaspino, I regret to inform you that you are in violation of your approved site plan for#6 Joaquim Road, Hyannis. Specifically your operation was approved for welding purposes only. A recent inspection revealed a storage yard use for you auto transport vehicles both on this site and on Mr. Rosario's on the other side of L&M Glass. These vehicles and frames have now multiplied to the point that there are over 12 on site in addition to other vehicles. If you would like to modify your 1990 site plan you will have to come in and file for another Site Plan Review. Ms. Anna Brigham in my office will assist you. Failure to take the above action within 7 days could result in legal action. Respectfully, Ralph Crossen Building Commissioner Certified Mail P-339:592-330 TOWN& BARNSTABLE 1 COMPLJANCE: CLASS: 1.Marine,Oas stations,Repair BOARD O HEALTH sfa� 2.Printers B 3.Auto Body Shops per;I M n� r unsatis ac 4.Manufacturer P' 5.Retail Stores C (see°Orders' �'OIyIpAIVY h�dla 5�• j f>f'L sr B.Fuel Suppliers ADDRESS T� �34 w m Clas9: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT--outdoors) MAJOR MATERIALS 7 IN OUT IN OUT IN OUT e&gallons Age Teat Fuels: Gasoline Jet Fuel(A) Diesel,Kerosene,M2(B) Heavy Oils: waste motor oil(C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSAL/RECLAMATION. REMARKS: j 1.Sanitary Sewage 2.Water Supply O Town Sewer QPublic O On-site OPrivete Du,.---' 3.Indoor Floor Drains YES_NO� c�� - O Holding tank:MDC_ � CJ� n r )- O Catch basin/Dry well G� O On-site system 4.Outdoor Surface drains:YES—NO ER S' S.A-O o C ham'Id O Holding tank:MDC I a' ' ,) n O Catch basin/D well ry S �C•we S.)" c O On-sites stem 11-- y Afv.1 S C`r�f,..�n '',n��tc"o,l y i 5.Waste Transporter %„ ., �jpG// 4 r S 1r V410 S �aoyo s •� �7 �p 9 NO LS. 1. avc.n�ec •Lc +J 2¢C Lj C1.1 . 454ou93 2. P6 on(s)Interviewed Inspector Date .o Town of Barnstable Building Department ComplainUlnquiry Report n Date: Rec'd br d' — Assessor's No.: Complaint Name: t, Location � � 14 Ct�, Address: Originator Name: Street: azn VilLtge: State: Tip: Telephone:D/L Complaint Description: Inquiry, Desaiption: �i For OBce Use Only Inspector's �1 Action/Comments Date: - 17,1 - 9/7 Inspector. Follow up Action �i.-t2. t iy C c. t lira C�(1 �-'�i� rs �-u;w Y'��yC�el�• �o Additional Info. Amadied Copy Di mbudon: Whra--Dep=mcn File Yellow-Inspector Pink-Inspector(Rct=to OlTtce:Ifanagm) TOWN OF BARNSTABLE 4 DEPARTMENT/DIVISION VIOLATION REPORT �c NAME (LAST, FIRST, MIDDLE) RACE SEX BIRTHPLACE ADDRESS (permanent) City/Town State ZIP OPERATOR LIC. # OR S.S# STATE. TELEPHONE # EMPLOYER ADDRESS LOCATION OF VIOLATION TIME DATE (?-cf v: 66 �ryd9� DATE & TIME OF INVESTIGATION PHOTOGRAPHS TAKEN OFFICER NAME VEHICLE/BOAT INVOLVED (YEAR, MAKE, MODEL, V.I.N. , REG. #, STATE) EQUIPMENT, I.D. #S (FISH & GAME ETC. ) HELD EVIDENCE TAG # MAKE, MODEL SERIAL # OFFENSES ( G4e f S CH/SEC. ORDINANCE/REGULATION ✓4o4-- 11c,,4 C4,-3o P Ltwr►`w C(V SJrvaji-R al DETAILS & OBSERVATIONS: w. c,lt Cad4, w,.C'.rvu� �ti1, i4 atb�Vr (A-t44u rc� � o)(v{r r" v Qrauc ���G CGtn C.avv! e �G1 �P✓f �vuw� ScrZ✓ �t,vra✓bc h�CA Y00 t s-Yvt? �(n�.fSf ^- �O �t:eS S- SS a � d rV,ca, l t.t► g al�nd C�-��z 11 ( ` 4- 11 l. 6 r I jlo ('Lw, I c / . e f'v'v v +i et,- r1y e o' 1t4v 4-r v t,614-C Cuk W t TO cf 4v ?' SUPPLEMENTARY, REPORT DONE? ,,(/� CITATION #S, TYPEj ,,�/� � WITNESS: • TELEPHONE # FM BITTED BY:,.�Cr �r DATE ComUlaint`Number: 1762Taken by $ BUILDING S�-,RVICxS- Date: 5 15 00 r41 1VIan/,n cel ,, Referred,to: UILDLIG ' fie SUBJECT OF COMPLAINTS y . % N Business/Occupant Name: t A Number �- Street:1 1OAQQQUIN RD = � e Village: 'dS H COMPLAINT INFORMATION-1411Y 4rs= Complainant's Name: NEIGHBOR 4 Xddres's: a3 Telephone Number:, d ' ,- �Rv_x. Complaint Description: RUNNING MATTRESS DISPOSAL---NO . LL PERMITS. Aw Actions•Taken/Results�- WILL CHECK ON 5115100 a Al c � ' Date Closed ,}`'.'p'i:$ Town of Barnstable Building Department ComplainVInquiry Report Date: Rec'd by: Assessor's No.: Complaint Narne: Location �� n, Address• al04� 1 - M/P Originator Name: Street: Village: State: Zip: Telephone: D/C Complaint Description: �/M c� , or /�,.¢�l Cs,� r Inquiry Description: For Office Use Onir Inspector's Action/Comments Date: Inspector. Follow-up Action Additional Info. Attached apv Distribution: White-Department File Y-Aoiv-Inspector + ice i 0 To gr 14 M Town of Barnstable Zoning A APPEE To whom it may concern I am writing this letter because I have some issues, or concerns that I need the town's assistance in addressing. I am a resident on Old Yarmouth Rd., Hyannis, and I am tired of seeing the junk stored on the premises of 7 Joaquim Rd.(Malaspino's)He has always stated to his neighbors that he is working on cleaning his property. Recently,we have seen people on the premises cutting up junk vehicles. Is that property zoned for this kind of business?He also has stored trailers out back of his lot that are old and rusty, they must be polluting the premises. Basically,the place is a junk yard, and an eye sore. The residents of Old Yarmouth Rd, are concerned about our property values. We realize certain properties are zoned for commercial use, but this man has taken this too far! We also believe that he is even living in his motorhome on the premises. If the town that we pay good tax money to,cannot help the local residents in a time of need, then who else do we turn to. Please give this neighborhood a boost and help clean up the junk yard on 7 Joaquim Rd. Sincerely A Concerned Barnstable citizen cisste 3c, 3 �/�.-� c'.>�:¢1rs 1.�''3'�s'a�% ��:�eeaea�i�t��eef�•aetete��ae��s�t�ae��eaaea��ee��er�aea�a3:��ti I __ .� _ ,� . -�_��a ____- __ _�� --� . , ,\ `` i �. eijt ii iiii == iieii ii ei t: ii5 iie : Ip •ef df .'?ii effe !tffi eiFfe f: F! iii? f 3!i?�? ??�i NAME SA t1 46768 ..,�"r "1�Jr"`��adE+, tl'/.. - �s'ri?t'`�',p�,c���✓ . TOWN OF AD ES OF OFFENDER •' / ,.� BARNSTABLE CITY,11jT§n1P CODE yf 1 dFTVKME rp� u,�. .. .,. ., LL.. . NUMBER. OFFEN$f! 1ANA k. MASS• / d `0� fir`A l /}/�,<q �. '��f/f,/'�,,j //�yr ..,,t ter• ,rf QED MA'�1,. r�T�'-IG..A.Js�'7�✓ ,�C/(/ �PfL,�•"4+ ��� �d��"".'."`.�.;'�^7f"l"� �„•,t � d'��11`{.-�✓��..s" j 'TIME ANy DATE OFVIOLA JON ''' LOCATION OF..VIOLATION --'Y,,�.ag�7 f�•,/�r,��'E ,W f NOTICE OF ,/pQ pia. A.)/ P.M.)ON z%sue 4191W'o 'n IGNATU E OF ENFORCING PIRSON "'' ENFORCING DEPlf,� BADGE No. i W� VIOLATION af rGl" �- Cl) OF TOWN ,h 11ER �Y-ACKNOWLEDGE RECEIPT OF CITATION XUj ORDINANCE i Iinahle to obtain si nature of offender' THE NONCRIMINAL FINE FOR THIS OFFENSE`IS S�-�r Date mailed �� ' '_ '' W w OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL DISPOSITION WITH NO RESULTING CRIMINAL.RECORD. Lu a REGULATION 11)You may elect to pay the above tine,either by appearing in person.bdfween8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before: The Barnstable Town Clerk,367 Main Street,Hyannis,MA'02601,or by mailing a check,money order or postal note to Barnstable Clerk, d P.O.Box 2430,Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. 121 If you desire to contest this matter in a'noncrimmal proceeding,Vou ibay do so by making written request to DISTRICT COURT DEPARTMENT, FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET;BARNS A BEE,MA02630,Aft:21D Noncriminal Hearings and enclosea copy ofthiscitation for a hearing. 13)If you fail to pay the above offense or to request a hearing within 21'days,gr if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you.,- t ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature eta._-. _ .. Crossen Ralph From: McKean Thomas To: Gillis Jack; Lomba Lois Cc: Crossen Ralph , Subject: r~•r'7.Joqu mi Road._ '' �� ,,• � �� Date: iThubirsday August 97 3:24PM Hello Jack: F.Y.I. Four critical violations were observed: (1)three automotive batteries were stored on the ground outdoors adjacent to the south side of the building [this violation of Article 39 was immediately rectified during my inspection], (2) Many used tires stored on the ground adjacent to the dog pen and along the north side of the building, (3) Oil observed dripping onto the ground from an engine which was tipped sideways while stored in a silver Ford pick-up truck, and (4) four-fifty-five gallon drums containing oily substances and many small containers of varnish and other hazardous materials stored inside an abandoned white colored van behind the building. I handed Mr. Malaspino the original health inspection report on August 19, 1997. 1 also handed Ralph Crossen a copy of the report on August 20, 1997. Ralph stated he needed my report in order to provide a coordinated response to the Town Manager. From: Lomba Lois To: McKean Thomas Subject: FYI Date: Thursday, August 21, 1997 2:18PM <<File Attachment: MALASPIN.DOC>> Page 1 f Town of Barnstable Department of Health, Safety, and Environmental Services °Ff11E rah, Consumer Affairs Division °^ 230 South Street, P.O. Box 2430 v Mpg Hyannis, MA 02601 Tel: 508-790-6250 �Ar 1639. aim Fax: 508-778-2412 ED MA'S Jack Gillis Supervisor MEMORANDUM TO: Tom Geiler, Director HSES FROM: Jack Gillis, Licensing Agent SUBJECT: 7 Jaquin Road Owner: William Malaspino DATE: August 19, 1997 On Tuesday, August 19, 1997, at approximately 2:00 PM, Gloria Urenas and Anna Brigham, Building Division, Tom McKean, Health Division, Plt. Arthur Caido (Identification Officer) and Ptl. Edward Deveney, Barnstable Police Department, and myself did an inspection of 7 Jaquin Road, Hyannis. The business located there is a car transport and welding company owned by William Malaspino. We observed a large number of unregistered vehicles. These vehicles were documented by both the Barnstable Police and myself. Also parts of vehicles were documented to include tires, rims, engine parts, etc. Photographs were taken by the Barnstable Police Department, Identification Officer Caiado. The owner, Mr. Malaspino was made aware of the Town of Barnstable Ordinance on Unregistered Motor Vehicles. Tom McKean, Health Division, observed oil spills on the dirt in the area of the side yard and oil stored in an unregistered van in the rear of the yard. Mr. McKean, Health Inspector, said he would forward a report to Mr. Malaspino. Mrs. Urenas, Building Inspector, took notice of the area and would report to Ralph Crossen, Building Commissioner, a list of any and all violations in the area of zoning. After our inspection was done, I informed Mr. Malaspino that we would return to verify that the debris and unregistered vehicles had been removed from the yard in approximately one week. Wjka/malaspin STATE 'ROPERTY ADDRESS I I ZONING I DISTRICT CODE SP - DISTS.I DATE PRINTED I CLASS I PCS I NBH 0000 J AQU AD LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS UNIT ADJ'D. UNIT ACRES/UNITS VALUE Description Land By/Dare Srze Domencron LOC./yR.SPEC.CLASS ADJ. COND. P PRICE PRICE // CD. FF De th1Acrea #LAN D L 30 3SITE 1 X .4 =10 167 58999.9 98529.9 .43 42400 #BLDG NPL 01 A N SERVICE BLD U X C 100 * 79909.0 79909.0 1 .00 79900 a ORR 0, = #SR 01 D aODL Li A D JD A u T S A T M F E E N DEED REFERE A T Book T S 6297/2 2428/i U i R E Number S LAND LAND—ADJ INC 11 ME SE SP—BLDS FEATURE BLD—ADJ UNITS 42400 79900 834108 Class Con el. Toul Base Role Atli Rare year Bum Ape o m Contl, CND. Loa. 4e R.O. Reel.Cost New Atli.Repl.VOlVa Stares H"I'll Unes Vngs r"— 4 P 84C 001 000 001971 91 3 98 80 78 79900 62300 1 .0 Dooc'4"'on Role Square Feet AGO Cool MKT. INDEX. 1 .00 IMP By/OATE. ML 5/92 SCALE. 1/00.46 ELEMENTS OAS 100 .00 2160 GROSS AREA 2592 SERVICE BUILDING CNST GP: 01 S MEI 30 .00 432 *-------36------* STYLE T _ _ IR ! ! ESi6N A6JNT U ! : XTER.YA_LLS ! ! EATJ`AC TYPE 'C ! ! LNTER.FINISH T ! ! iNTER.l.AYt3UT U ! INTER.QUALTY A ! ! LOOR_SYRUCT. A Y 60 BASE 60 EFLOOR_ COVE_R-_ L 2160 ! ! ROOF TYPE E Tatl Are" Au■ • ttlaw . . BUILDING DIMENSIONS ! ! ELECTRICAL _ AOAS Y36° M60 E36 S60 . . ! FOUNOATI6N__ I � COMMERCIi L 1 t PARCEL *-------36------X AREA VARIANCE ��'Sy �b�.* H�tt�.' • r " --------------- A _. ' Sri dwy ti ct yy Via, �- �• S LI ''�C•. k.y5� 9,4 Y C R 344 03 4. 3 TAX ACCOUNTING C a 82.52--C 2502033 RECEIPT NO. PAYMENT TAX YEAR/B. G. AMOUNT DATE TYPE PID 0 1 3 -` 1 1ST DUE ` 9701 3 900. 653 "082 097 a C 1 ] FULL DUE —97013 1 , 752. 163 ".0820973 f_F7 I u , 4 ---CERTIFIED 'OWNER------ TAX DUE 1 , 632. 28 1 OUTSTAND „k MAL:ASPINO, WILLIAM F & MARY3 TAX CODE 400 3 CITY 073 DISTRIC ,` � �{, —JANUARY 1 ;OWNER— ---- ACTION � I MORTGAGE CODE ''•t�t�001 � �, MpLASPINO WILLIAM F & MARY] - --CEF,TIFIED VAl...IJES---- .05 a� Y t X --CUARENT OWNER-----__ TAX EXEMPT . 00 1 µ WWA °� cr i f`1ALASPINO, WILLIAM F & MARY] TAXABLE . 00 7 7 JOAL I M RD I RES I DENT r'L: c>c_� � 7 NYANNIS MA 026013 C-,01 3 TAXABLE . 00 3 r t� Qt 001 OPEN SPACE . 00 I .Any':'rs i 1 TAXABLE . oc-) I �-�,� , -.. �-----LEGAL DESCRIPTION----- COMMERCIAL 104, 7c:0- t_0 3 1 #LAND .:3. 42 4001 TAXABLE 104 700. 00 1 s c #BLDG(S) —CARD-1 3 62 003, 1NDUSTRIAL . 00 3 #PL 0000 JOAOUIM RD HYANNIS3 TAXABLE . 00 1 f kz #RR OS02 01'20 1181 0075 1 .1 � #SR OLD YARMOUTH ROAD 3 1 rn, IY LEGAL .DESC CONT-D XMT C^:1 X ' ifN who �z I S i84'yl 4 vn"4 �t'f�',{ -- 'J'3 t-•C 3 1 Y mv C n, 7bP 57i6 "'i 4 i 1 The Town of Barnstable • anxusrML& • 039. ��' Department of Health Safety and Environmental Services Eo " Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner TO: Jim Tinsley FROM: Ralph Crossen DATE: August 20, 1997 RE: BIRST Action on 6 Joaquim Road On 8/19/97 our office participated in a joint site inspection of the property at 6 Joaquim Road(344/034). This site is the location of Malaspino Welding and is located next to L & M Glass. A complaint was lodged by a citizen on 8/15/97 in my office and, as a result,this review was undertaken. The site has become more of a storage yard for vehicle transport chassis and trucks and many had"Malaspino Vehicle Transport" on the doors. The site had numerous violations of Health Division rules (copy attached). In addition, he is in violation of his approved site plan of 1990 (copy attached). He is also behind on his taxes(copy attached). He has been ordered to take corrective action on all these items immediately. My office will follow up on this. g970820a • suuver,�st�, , 059. The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner August 20, 1997 William Malaspino 7 Joaquim Road Hyannis, MA 02601 Re: SPR46-90 Welding Shop at 6 Joaquirn Road (344/034) Dear Mr. Malaspino, I regret to inform you that you are in violation of your approved site plan for#6 Joaquim Road, Hyannis. Specifically your operation was approved for welding purposes only. A recent inspection revealed a storage yard use for you auto transport vehicles both on this site and on Mr. Rosario's on the other side of L& M Glass. These vehicles and frames have now multiplied to the point that there are over 12 on site in addition to other vehicles. If you would like to modify your 1990 site plan you will have to come in and file for another Site Plan Review. Ms. Anna Brigham in my office will assist you. Failure to take the above action within 7 days could result in legal action. Respectfully, Ralph Crossen Building Commissioner Certified Mail P-339-592-330 NOTES Site Plan Review Meeting_ October 25 , 1990 Attending: Joe DaLuz Kathy Maloney, Bu ildzngr Sumner Kaufman, CCCr Rob Gatewood, ConCom; Bob Scnernig' & Mohammad Tarig, P&Dr 'Tom McKean, HD; Tom Marcello, DPW; Lt Eric Hubler _& Lt. Don Chase, Hyannis F.D. ; For SP-15-89: Attorney Richard Largayr For SP-30-90: Alan Mic.ale , AYOUB Engineering; Attorney Thomas MCNultyr Mark A. Brady, Star Enterprises; Fvr- SP-42-90 and SP-43-90: Jim Crocker. SP-42-90 John H. Milne , Old Yarmouth Rd. , Hyannis, Welding Shop .. This project is approved on the following conditions: 1 . That the activity on the site be limited to welding. No other automotive repair work is to be conducted. 2 . Railroad ties will be installed as curbing at both ingress/egress openings. i I !t! i i P � c 14 oil cal A, r �Y'�A. T �a T, at- cr LO Al �� i . I, III Illi 11111 II �, i i - - f Town of Barnstable Department of Health, Safety, and Environmental Services p'THE r Consumer Affairs Division 230 South Street, P.O. Box 2430 ti r aniuvsrns[e, ` Hyannis, MA 02601 Tel: 508-790-6250 y Mnss. g i639. A�0 Fax: 508-778-2412 ED MA'S Jack Gillis Supervisor MEMORANDUM TO: Tom Geiler, Director HSES FROM: Jack Gillis, Licensing Agent SUBJECT: 7 Jaquin Road Owner: William Malaspino DATE: August 19, 1997 On Tuesday, August 19, 1997, at approximately 2:00 PM, Gloria Urenas and Anna Brigham, Building Division, Tom McKean, Health Division, Plt. Arthur Caido (Identification Officer) and Ptl. Edward Deveney, Barnstable Police Department, and myself did an inspection of 7 Jaquin Road, Hyannis. The business located there is a car transport and welding company owned by William Malaspino. We observed a large number of unregistered vehicles. These vehicles were documented by both the Barnstable Police and myself. Also parts of vehicles were documented to include tires, rims, engine parts, etc. Photographs were taken by the Barnstable Police Department, Identification Officer Caiado. The owner, Mr. Malaspino was made aware. of the Town of Barnstable Ordinance on Unregistered Motor Vehicles. Tom McKean, Health Division, observed oil spills on the dirt in the area of the side yard and oil stored in an unregistered van in the rear of the yard. Mr. McKean, Health Inspector, said he would forward a report to Mr. Malaspino. Mrs. Urenas, Building Inspector, took notice of the area and would report to Ralph Crossen, Building Commissioner, a list of any and all violations in the area of zoning. After our inspection was done, I informed Mr. Malaspino that we would return to verify that the debris and unregistered vehicles had been removed from the yard in approximately one week. CC Tom McKean Ralph Crossen w/j/ca/malaspin Lomba Lois From: McKean Thomas To: Gillis Jack; Lomba Lois Cc: Crossen Ralph Subject: 7 Joquim Road Date: Thursday, August 21, 1997 3:24PM Hello Jack: F.Y.I. Four critical violations were observed: (1)three automotive batteries were stored on the ground outdoors adjacent to the south side of the building [this violation of Article 39 was immediately rectified during my inspection], (2) Many used tires stored on the ground adjacent to the dog pen and along the north side of the building, (3) Oil observed dripping onto the ground from an engine which was tipped sideways while stored in a silver Ford pick-up truck, and (4) four-fifty-five gallon drums containing oily substances and many small containers of varnish and other hazardous materials stored inside an abandoned white colored van behind the building. I handed Mr. Malaspino the original health inspection report on August 19, 1997. 1 also handed Ralph Crossen a copy of the report on August 20, 1997. Ralph stated he needed my report in order to provide a coordinated response to the Town Manager. From: Lomba Lois To: McKean Thomas Subject: FYI Date: Thursday, August 21, 1997 2:18PM <<File Attachment: MALASPIN.DOC>> Page 1 RANWABIA . The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner August 20, 1997 William Malaspino 7 Joaquim Road Hyannis, MA 02601 Re: SPR-46-90 Welding Shop at 6 Joaquim Road (344/034) Dear Mr. Malaspino, I regret to inform you that you are in violation of your approved site plan for#6 Joaquim Road, Hyannis. Specifically your operation was approved for welding purposes only. A recent inspection revealed a storage yard use for you auto transport vehicles both on this site and on Mr. Rosario's on the other side of L& M Glass. These vehicles and frcimes have now multiplied to the point that there are over 12 on site in addition to other vehicles. If you would like to modify your 1990 site plan you will have to come in and file for another Site Plan Review. Ms. Alma Brigham in my office will assist you. Failure to take the above action within 7 days could result in legal action. Respectfully, Ralph Crossen Building Commissioner Certified Mail P-339-592-330 C�Z11! : . . : The Town of Barnstable 9. Department of Health Safety and Environmental Services Eo +' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner TO: Jim Tinsley FROM: Ralph Crossen DATE: August 20, 1997 RE: BIRST Action on 6 Joaquim Road On 8/19/97 our office participated in a joint site inspection of the property at 6 Joaquim Road(344/034). This site is the location of Malaspino Welding and is located next to L & M Glass. A complaint was lodged by a citizen on 8/15/97 in my office and, as a result, this review was undertaken. The site has become more of a storage yard for vehicle transport chassis and trucks and many had"Malaspino Vehicle Transport"on the doors. The site had numerous violations of Health Division rules (copy attached). In addition, he is in violation of his approved site plan of 1990 (copy attached). He is also behind on his taxes (copy attached). He has been ordered to take corrective action on all these items immediately. My office will follow up on this. g970820a RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET Joatquim Rd. & Old Barns.-Yarmouth Rd. Hyannis 34 H 73 LAND 2 9 ..� -7 BIDGs. 3y'J� OWNER >��a.v- �/ l✓_t�llit. TOTAL 2 v-'� v LAND RECORD OF TRANSFER DATE eK PG I.R S. REMARKS: BLOCS. 0► _.. — i 1 6 1 - 26 n TOTAL � 3A LAND 'lkey, Lloyd Charles & Wilkey, John L. ,Jr. 11-22-76 2428 275 ( -8) BLOCS. TOTAL L uno 6 BLOCS. TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND BLOCS. TOTAL LAND BLDGS. INTERIOR INSPECTED: TOTAL DATE: LAND ACREAGE COMPUTATIONS BLOCS. LAND TYPE OF ACRES PRICE TOTAL DEPR. VALUE TOTAL OUSE LOT Y2 39 G0 4'96-0 LAND LEARED FRONT BLOCS. REAR TOTAL GODS&SPROUT FRONT LAND — REAR BLDGS. WASTE FRONT TOTAL REAR LAND - BLOCS. TOTAL LAND BLOCS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT". PRICE TOTAL DEPR. COR. IMF. VALUE HILLY TOWN SEWER LAND 7f p ( '�; ROUGH TOWN WATER BLOCS. - HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND STAT ROPERTY ADDRESS I I ZONING (DISTRICT CODE SP • DISTS.I DATE PRINTED I CLASS I PCS I NBA }a 0000 o D Y1-.7— LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS V UNIT ADJ'D. UNIT ACRES/UNITS VALUE Description Lana By/Date S-ae O-menswn LOC./VR.SPEC.CLASS ADJ. COND. P PRICE PRICE r;<LAND CD FFDs to/Acres 30 3SITE 1 X .4 =10C 167 589991.95 98529.9 .43 42400 #BLDG L OPL 01 SERVICE OLD U X C= 100 * 79909.0c 79909.0c 1 .00 79900 8 +ERR 0, OSR 01 EDL Li A D D i A U T $ A T M F E , E N DEED REFERE T I,R Book A 6297/i T $ 2428/i U R E Number S LAND LAND—ADJ INC ME SE SP—BLDS FEATURE OLD—ADJ UNITS 42400 79900 034108 Class Conn TOlal Base Rate AOI Rele year et Ape Nona COnA CND. Lae. M pt R 6. Ra .Cos'New AOl Rol Value stories Natpftl Umb Vnn. AaisiA M Depr 84C 001 000 001 91 91 3 98 80 78 79900 62300 1 .0 Daoct-ot-ot. Asia Squat*gee" Rep Cool MKT INDEX 1 .00 IMP BV/DATE ML 5/92 SCALE 1/00.46 ELEMENTS OAS 100 .00 2160 GROSS AREA 2592 SERVICE BUILDING CNST GP:01 S MEI 30 .00 432 •-------36------• STYLE T _ _ ! ! ESf6N ACJNT R ! ! _ XTER.MAl�S IU ! ! EATIAC _TYPE IC ! ! INTER.fINISM T ! ! INTER.LAY60 U ! ! I_NTER.QUAITY R ! ! LOOR_ STRUCT. A Y 60 BASE 60 EOLOOR_ COVER L 2160 ! ! ROOF TYPE ---� E Tar Ar... Att. . Ba.a _ - BUILOING DIMENSIONS ! ! E Off C?R I C A C__ _ A SAS Y36• N60 E36 S60FOUN6ATION-- ! 1 COMMERCIi L PARCEL *-------36------X AREA VARIANCE : w fy ' fir 1 • "tsv ] C R344 034. ] TAX ACCOUNTING C ] RECEIPT NO. PAYMENT TAX YEAR/B. G. AMOUNT DATE TYPE PICA 0 ' C ] ] 1ST DUE `'•9741 ] ,�;i C ] ^ ] FULL DUE '' 701 ] 1 , 752. 161 082 971 [F] ] 71 C ] 3 ] �.x ------CERTIFIED OWNER------ TAX DUE , 1, /--,::-2. 8 ] OUTSTAND MALASPINO, WILLIAM F & MARY] TAX CODE 4(7o- ] CT.TY >7] DISTRICT " 4 --JANUARY 1 OWNER------ ACTION ] MORTGAGE CODE ^00001 MALASPINO WILLIAM F & MARY] ----CERTIFIED VALUES---- �,K4�; -------CURRENT OWNER------- TAX EXEMPT . 00 ] MALASP I NO WILLIAM F & MARY] TAXABLE • Ill ] 7 JOAQU I M RD ] RESIDENT'L HYANNIS MA 026013 TAXABLE . 0o ] OOoOl OPEN SPACE . 0(- ] }� ] TAXABLE . oi) ] --LEGAL DESCRIPTION----- COMMERCIAL 104, ?()0. ���� ] " <; , #LAND 3 42, 40t7] TAXABLE 104, 7oO oo #SLDG(S) -CARD-1 3 62, 300] INDUSTRIAL . 00 ] #PL 0040 JOAQUIM RD HYANNIS] TAXABLE . 00 ] #RR 0802 0120 1181 0075 3 "•�`' ''= #SR OLD YARMOUTH ROAD ] ] LEGAL DESC CONTrD XMT C^:1 c1y2 rf� F 1 NOTE Site Plan Review Meeting_ October 25, 1990 Attending: Joe DaLuz & Kathy Maloney, Building; Sumner Kaufman, CCC; Rob Gatewood, ConCom; Bob Schernig' ,g Mohammad Tariq, P-aD; Tom McKean, HD; Tom Marcel lo, DPW; tt Eric Hubler 6 Lt. Don Chase, Hyannis F.D. ; For SP-16-89t Attorney Richard Largayr For SP-30-90: Alan Micale, AYOUB Engineering; Attorney Thomas MCNuItyr Mark A. Brady, Star- Enterprises; For SP-42-90 and SP-43-90: Jim Crocker. SP-42-90 John H. Milne. old Yarmouth Rd. Hyannis , Welding Shop .. This project is approved on the following conditions: I . That the activity on the site be limited to welding. No other automotive repair work is to be conducted. 2 . Railroad ties will be installed as curbing at both ingress/egress openings. � I I�bl:� e 12R R ��e,c,l( ecl �-e� i �v, � � C�.Y� �- �. � y TOWN J6F.BARNSTABLE , COMPUANCE: CLASS: a:M r�G'Stations,Repair B O RD O HEALTH ati 4.Auto Batt rers P r I M nl a= unsati se 4.ManufStore$ P' (see"Orders_ 6.Retail Stores COMPANY Odic S /1 I'L /ia,� s Fuel Suppliers ADDRESS � �Jtiu,w. /?Oa.% Class: 7:Miscellaneous QUANTITIES AND STORAGE (IN=indoors:OUT--outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT •6 gallons Age Tat Fuels: Gasoline Jet Fuel(A) Diesel,Kerosene,Y2(B) Heavy Oils: waste motor oil(C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers 1 Miscellaneous: i i DISPOSAURECLAMATIONREMARKS: 1 1.Sanitary Sewage 2.Water Supply 0 Town Sewer OPublic p JCS,a c 0On-site OPrivate d PM �CA' �- 3.Indoor Floor Drains YES—NO ^ A3 k �)- 0 Holding tank:MDC_ AJ 0 Catch basin/Dry well CC , •Ic�r \ e/v 0On-site system ajal o� coao4 -Iw F 4.Outdoor Surface drains:YES_N0_�4_ I ERS: S'a" .3( yu+Id i 0 Holding tank:MDC I �' fN A 0 Catch basin/Dry well -}� . � g,. .� � '+ + g I„o R01 c O On-site system _ lo- w•+S c r '^ iL fc o+I T 5.Waste Transporter S �g e: I. ;v;,�ce�� •� _-�J 2Q� c�, J Q�. 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F.:e. .. _� ..tt..s_r...�.. .�R.z. .. ...3�.,.. .�.�. ♦.v�.rr.�7S'..a_.... .. �.. :�:�` jw 71-711.wnv-.� —W- -10I a't ®R-:- OR FTtE tom, The Town of Barnstable • BnaxsrnBLE, Department of Health Safety and Environmental Services rEn�„ot°' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 17, 1999 William Malaspino 7 Joaquim Road Hyannis,MA 02601 Re: 7 Joaquim Road,Hyannis Dear Mr.Malaspino: A review of your operation at 7 Joaquim Road,Hyannis reveals that the use of the property is exceeding the prior site plan approval. As you know,you are approved for a welding shop,but it is our opinion that you have exceeded this allowance and,therefor must file for Site Plan Review as soon as possible. Please make an appointment to come in and see Robin Giangregorio for application paperwork. Sincerely, Ralph M.Crossen Building Commissioner RMC/km f 11/29/00 Inspection Report R. Giangregorio Malaspino Property 6 Joaquim Road,Hyannis R344-034 Mr.William Malaspino called to request a site visit. He explained that he was hoping to avoid a court appearance. Due to a serious heart condition,Mr.Malaspino is limited to the small amount of physical exertion. He seeks approval to resume his towing business and perhaps obtain a Class II dealers license in order to create and/or maintain an income. Currently,Mr.Malaspino receives public assistance. Gloria Urenas accompanied me on this date. We found the property to be greatly improved. A significant amount of debris and junk has been removed including leaking drums,barrels,and abandoned cars. This should satisfy the Health Department who had expressed concern regarding the leakage of oils and hazardous materials into the aquifer. Mr.Malaspino informed us that the remaining debris is scheduled for removal later. Some debris is actually located on property belonging to Mr.John Rosario. Twenty minutes later,as we were returning from a subsequent inspection,we noticed that Mr.Malaspino appeared to be preparing for another dump run. I took Polaroid pictures on this date in order to capture the conditions on this date and compare with photos taken during a previous visit. The comparison is dramatic. The trash and litter is virtually gone and the majority of what remains appears to be over the property line. We were informed that Mr.Malaspino intends to maintain a couple of the trailers. We offered no objection;the town has no anti junk by-law. We interpreted Mr.Malaspino's obvious effort as a demonstration of good faith and cooperation. It is very apparent that he made a reasonable attempt to diffuse the complaints and comply with our collective (Bldg/Zoning/Health)requests. We thanked him profusely for his cooperation and praised his efforts. We advised that after conferring with the current Building Commissioner,we would contact him. I had previously dissuaded his appearance before Site Plan while this location was in such an unpleasant state. I promised to assist him in the preparation of his documents for Site Plan Review(regarding the pursuit of a Class II license). It should be noted that at no time did I offer an opinion on the potential approval of his proposal. I did however encourage Mr.Malaspino to appear before the panel after the clean up on this property as I indicated that the prior condition and complaints would not bode well for a favorable decision. I reminded Mr.Malaspino that we needed to confer with the Building Commissioner. r 11/30/00 R. Giangregorio Re: Malaspino, Joaquim Rd, Hyannis Advised Mr. Malaspino that case is pending in court but is expected to be delayed due to the vacations of Sergeant Sweeney and the SPR Coordinator, and the holidays. Advised to seek approval after the first of the year in order to avoid cost of license for the remainder of 2000. Also, advised that a new Commissioner is expected to be in residence. We will attempt to locate a previous site plan or accept his application without an engineered plan. Subsequently, Mr. Malaspino should be advised to confer with Jeff Cannon regarding the tax lien. f Malaspino Property - Joaquim Road This property was littered with rusting hulks of vehicles in addition to boats,truck cabs, old trailers and tires. To the rear of the property, there was a New Yorker(Dealer-plate 1617- g/ see photo) surrounded by mattresses, clothing, medicine vials,mail and miscellaneous personal effects. All written names indicated the same ownership - Malaspino. Even documents inside of the New Yorker indicated the same owner. It appeared that the debris field was the result of having been pitched over the porch from the second story unit entrance. Walking in the front of the property, it appeared that some abandoned vehicles had produced spillage. (Front side) There were two large pools indicating spills. A definitive oil sheen was noticeable on the surface of one site. (See Photo).. Health Department noted areas of concern regarding toxic materials. The tow truck in front of the bay door did not reflect a valid registration sticker nor inspection sticker. It did appear that the tow truck may have recently picked up some tires (dangling from chain @ rear of the truck) although this is a matter of speculation. TOWN OF BARN STABLE BUILDING COMMISSIONER To whom it may concern: This is our third and final attempt to implore the town to do something about cleaning up the property on 7 Joaq,Rd. one was to ride by there the property looks like,a junk yard. There are vehicles,junks, that are stored on the premises, that are unregistered and uninsured. The owner William Malaspino has has refused to cooperate with us to clean up this mess. We are at the point where we want to take legal action against this man.If this is necessary we have every intent to sue the town for these legal fees, because we would be doing your jobs, through the means of the courts. This man has been observed on several occasions cutting up cars with a torch. We have looked up the zoning for that property, and that property is not zoned for a junk yard. It isrm�r to us to have to look at this eye sore every day.The use states that he has the right to run a welding shop. There has not been any welding done on the premises in the last three years. He has also used his dealer plates and license out of that location, and he is not even a licensed used car dealer in the Town of Barnstable. We are willing to bet that some of those vehicles might even be stolen that are stored on his premises. Once again, we are begging the town for help on this matter, we pay good tax dollars, and departments or agencies like yours are set up to ,.< ` help residents in certain times of need. Please help the residents of Old Yarmouth Rd, and even the Town of Barnstable, to clean up this eye sore, and prevent a man from beating the system, by not playing by the rules. Sincerely, CONCERNED RESIDENTS OF OLD YARMOUTH RD. FtKE tAy, The Town of Barnstable • •nxtvsTes�.e. • '& Department of Health Safety and Environmental Services TEDMA'�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 17, 1999 William Malaspino 7 Joaquim Road Hyannis,MA 02601 Re: 7 Joaquim Road,Hyannis Dear Mr.Malaspino: A review of your operation at 7 Joaquim Road,Hyannis reveals that the use of the property is exceeding the prior site plan approval. As you know,you are approved for a welding shop,but it is our opinion that you have exceeded this allowance and,therefor must file for Site Plan Review as soon as possible. Please make an appointment to come in and see Robin Giangregorio for application paperwork. Sincerely, Ralph M.Crossen Building Commissioner RMC/km 11/29/00 Inspection Report R. Giangregorio Malaspino Property 6 Joaquim Road,Hyannis R344-034 Mr.William Malaspino called to request a site visit. He explained that he was hoping to avoid a court appearance. Due to a serious heart condition,Mr.Malaspino is limited to the small amount of physical exertion. He seeks approval to resume his towing business and perhaps obtain a Class II dealers license in order to create and/or maintain an income. Currently,Mr.Malaspino receives public assistance. Gloria Urenas accompanied me on this date. We found the property to be greatly improved. A significant amount of debris and junk has been removed including leaking drums,barrels,and abandoned cars. This should satisfy the Health Department who had expressed concern regarding the leakage of oils and hazardous materials into the aquifer. Mr.Malaspino informed us that the remaining debris is scheduled for removal later. Some debris is actually located on property belonging to Mr.John Rosario. Twenty minutes later,as we were returning from a subsequent inspection,we noticed that Mr.Malaspino appeared to be preparing for another dump run. I took Polaroid pictures on this date in order to capture the conditions on this date and compare with photos taken during a previous visit. The comparison is dramatic. The trash and litter is virtually gone and the majority of what remains appears to be over the property line. We were informed that Mr.Malaspino intends to maintain a couple of the trailers. We offered no objection;the town has no anti-junk by-law. We interpreted Mr.Malaspino's obvious effort as a demonstration of good faith and cooperation. It is very apparent that he made a reasonable attempt to diffuse the complaints and comply with our collective (Bldg/Zoning/Health)requests. We thanked.him profusely for his cooperation and praised his efforts. We advised that after conferring with the current Building Commissioner,we would contact him. I had previously dissuaded his appearance before Site Plan while this location was in such an unpleasant state. I promised to assist him in the preparation of his documents for Site Plan Review(regarding the pursuit of a Class II license). It should be noted that at no time did I offer an opinion on the potential approval of his proposal. I did however encourage Mr.Malaspino to appear before the panel after the clean up on this property as I indicated that the prior condition and complaints would not bode well for a favorable decision. I reminded Mr.Malaspino that we needed to confer with the Building Commissioner. 11/30/00 R. Giangregorio Re: Malaspino, Joaquim Rd,Hyannis Advised Mr. Malaspino that case is pending in court but is expected to be delayed due to the vacations of Sergeant Sweeney and the SPR Coordinator, and the holidays. Advised to seek approval after the first of the year in order to avoid cost of license for the remainder of 2000. Also, advised that a new Commissioner is expected to be in residence. We will attempt to locate a previous site plan or accept his application without an engineered plan. Subsequently, Mr. Malaspino should be advised to confer with Jeff Cannon regarding the tax lien. _ v\� _ 1 1 4 0 Q 0 - r 0 i TOWN OF BARNSTABLER 2U00 ZONING DEPARTMENT 6 To whom it may concern: t of gARNSTAB This is our third and final attempt to implore the town to doRo _ somethingabout cleaning u the property on�7'Jo g p p p y aquim Rd_t�f one was to ride by there the property looks like a junk yard. There 701 are vehicles,junks, that are stored on the premises, that are unregistered and uninsured. The owner William Malaspino has has refused to cooperate with us to clean up this mess. We are.at the point where we want to take legal action against this man.If this is necessary we have every intent to sue the town for these legal fees, because we would be doing your jobs,through the means of the courts. This man has been observed on several occasions cutting up cars with a torch. We have looked up the zoning for that property, and that property is not zoned for a junk yard. It is 4wiftto us to have to look at this eye sore every day.The use states that he has the right to run a welding shop, There has not been any welding done on the premises in the last three years. He has also used his dealer plates and license out of that location, and he is not even a licensed used car dealer in the Town of Barnstable. We are willing to bet that some of those vehicles might even be stolen that are stored on his premises. Once again, we are begging the town for help on this matter, we pay good tax dollars, and departments or agencies like yours are set up to help residents in certain times of need. Please help the residents of Old Yarmouth Rd, and even the Town of Barnstable, to clean up this eye sore, and prevent a man from beating the system, by not playing by the rules. Sincerely, CONCERNED RESIDENTS OF OLD YARMOUTH RD. 1 t Town of Barnstable Regulatory: Services Thomas F.Geiler,Director �Eo;9. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: /� . TO: O ATTN: 7 FAX NO: / _. �F _ 7 9 4' O d FROM: c�--- DATE: PAGE(S): 1 (EXCLUDING COVER SHEET) �-J TO ALL NEW BUSINESS OWNERS ' Fill in please: APPLICANT'S YOUR NAME: I�r'� Y&e- #,,V j/ e c/v-c BUSINESS 4 YOUR HOME ADDRESS: 3.313 41/c L a .DA V/ e �L TELEPHONE Telephone Number (Home) fr,4t 5��� �a p NAME OF NEW BUSINESS fir` C '�' Q o T'U .r TYPE OR BUSINESS_ I$ THIS A HOME,OCCUPATION? i1/lD ADDRESS'OF BUSINESS MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor- Town Hall). 1. GO TO BUILDING INSPECTOR'S OFFICE (4TH FLOOR TOWN HALL) This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individual has een 'Te rmed of the ermit requirements that pertain to this type of business. . Authorized Signature COMMENTS: 3. GO TO CONSU ER AFFAIRS (LICENSING AUTHORITY) - (3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual ha informed f t ice ing requirements that pertain to this type of business. CSS:. t r� Aut orized Signature COMMENTS: ,Afterobtaining the required signatures you must return to the Town Clerk's Office to obtain your business certificate (cost $20.00 foryears). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you rmisslon to operate -you must get that through completion of the processes from the various departments involved. -- i C=== zrz=== Swi• IS . ec) IL 4 • w. 1 1 - _�_vi��� �_ /� � / . . �_.� ���/ 1�- �r • .fir I )► pa L � � Y �! �� a �I_ �► Lbj n FROM TOWN OF 13ARkSTABL.E BUILDING DEPARTMENT / 367 MAIN STREET HYANNIS, MA 02601 Phone:77&-t 20'°— SUBJECT: _ _EOIOHERE DATE • f -�o MESSAGE i - - SIGNED DATE REPLY f SIGNED q i Ne7-RMI RECIPIENT:RETAIN WHITE COPY,RETURN PINK COPY SENDER:SNAP OUT YELLOW COPY ONLY.SEND WHITE AND PINK COPIES WITH CARBON INTACT. n '.jILI&MT I__._ • pi WA WA �i L.� nor t...�_ � c i �� s ( • _.1. _ l.� I .w /_ , . / 1 1 1 1 r I 1 • 1 AA ,y �I� y j C VVI Vln 3(p ) -M aR.V 34- GLw�) ' k f� 4 r Town of Barnstable Regulatory Services t BARMABUL ' Thomas F.Geller,Director MASL ' �`�� g Buildin Division Ec� Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: i� ATTN: ....FAX NO: FROM: DATE: PAGE(S): 1 (EXCLUDING COVER SHEET) 17 7//zr +------------------------------ BILL INQUIRY --------------------------------- (Action: Find Next Prev Browse History Detail C=Notes/Spec-Cond . . . 1 ( Query the receivables file. I I 1 1 Year Type Bill # Cust # Name Notes/Special Cond? N 1 1 2001 RE-R 17303 177895 MALASPINO, WILLIAM F & MARY I Parcel ID Property Loc/Ref Parcel ID I 1 344-034 6 JOAQUIM ROAD 344034 I 1 I 1 Int Date Billed. Abt/Adj Pmts/Credits Interest Unpaid bal 1 11 11/02/00 1, 103 . 45 . 00 . 00 . 00 1, 103. 45 1 12 05/03/01 . 00 . 00 . 00 . 00 . 00 1 13 1 14 1 1 Fees : . 00 . 00 . 00 . 00 . 00 1 1 Totals : 1, 103 . 45 . 00 . 00 . 00 1, 103. 45 1 JAN 1 Owner: MALASPINO, WILLIAM F & MARY Discount . 00 .1 1 Mail Addr/Tel 7 JOAQUIM RD Due 10/23/00 1, 103. 45 1 HYANNIS, MA 02601 Per Diem . 00 1 1 Int Paid . 00 1 1 2 of 7 -------------------------------------------------------------------------------- +------------------------------ BILL INQUIRY -.-------------------------------+ +------------------------------------------------------------------------------+ (Action: Next Prev A=Cust-File Detail C=Notes/Spec-Cond Exit ( Display next page of bills . I I Parcel 344-034 Effective Date 10/23/2000 1 1 Location 6 JOAQUIM ROAD 1 Name ** VARIOUS ** Notes/Special Cond? Y 1 I 1 Year Type Orig Billed Activity Unpaid Bal Due Now NSC I 11 2000 RE-R 2206. 89 -2206. 89 . 00 . 00 I 12 2001 RE-R 1103 . 45 . 00 1103. 45 1103. 45 13 1995 RE-R 1523. 38 -1523. 38 . 00 . 00 I 14 1996 RE-R 1593. 54 -1593. 54 . 00 . 00 I 15 1997 RE-R 1632 .28 -1632 . 28 . 00 1. 23 I 16 1998 RE-R 1957 . 30 1957 . 30 . 00 . 00 I 17 1999 RE-R 2068 . 14 -2068 . 14 . 00 . 00 I 18 1 19 I 1 Total Due Now 1104 . 68 1 1 Total Payment I +------------------------------------------------------------------------------+ +--------------- SPECIAL CONDITIONS%NOTES FILE MAINTENANCE ------------------+ - 1 Start date [ ] Clerk [ ] I +----------------------------------------------------------------------------+ 1 IlAction: Output Exit II IlOutput the browse page (s) . II II Entry Date Code Notes II II ---------- ------ ------------------------------------------------------ II Ill 10/18/2000 TT ADDED TO TT 10/6/2000. II 112 II 113 II 114 II 115 II 116 II 117 II 118 II 119 II 110 II II Page 1 of 1 II ++--------------------------------------------------------------------------- ++ 1 f' +------------------------------ BILL INQUIRY --------------------------------+ ++----------------------------------------------------------------------------++ IlAction: Next Prev Scroll Orig-Bill Exit II IlDisplay next installment. II II ALL INSTALLMENTS AS OF 10/23/2000 II II Year 2000 Cust # 177895 II II Type RE-R Name 1 MALASPINO, WILLIAM F & MARY II II Bill # 17283 Name 2 II II Prop Cd 344034 II II II II Charge Desc Billed/Adj Unpd Prin Unpd Fee Interest Due Now II • Ill HYFDRE 487 . 70 . 00 . 00 . 00 . 00 II 112 DEMAND FEE 5 . 00 . 00 . 00 . 00 . 00 II 113 LAND BANK 50. 07 . 00 . 00 . 00 . 00 II 114 RE TAX 1669. 12 00 . 00 . 00 . 00 11 115 II 116 II 117 II 118 II 119 II I10 II 11 Totals : 2211. 89 . 00 . 00 . 00 . 00 II ++----------------------------------------------------------------------------++ Town of Barnstable Building Department ComplainVInqui y Report Date: � �� Rec'd by: Assessor's No.: Complaint Name: Location Address: (v wp Originator Name: Street village: State: Zip: Telephone:D/C Complaint 0 Description: Inquiry , Description: For Office Use Only Inspector's Action/Comments Date: �7 - 9�? Inspector. \ Follow-up Action Additional Info.Attached Copy Mvibudon: White-Depa=ent File Yellow-Inspector Pink-Inspector(Return to OlTce 3fanager) + To Town of Barnstable Building Comm. To whom it may concern I am writing this letter because I have some issues, or concerns that I need the town's assistance in addressing. I am a resident on Old Yarmouth _ Rd., Hyannis, and I am tired of seeing the junk stored on the premises of 7 Joaquim Rd.(Malaspino's)He has always stated to his neighbors that he is working on cleaning his property. Recently, we have seen people on the premises cutting up junk vehicles. Is that property zoned for this kind of business?He also has stored trailers out back of his lot that are old and rusty, they must be polluting the premises. Basically, the place is a junk yard, and an eye sore. The residents of Old Yarmouth Rd, are concerned about our property values. We realize certain properties are zoned for commercial use, but this man has taken this too far! We also believe that he is even living-in , his motorhome on the premises. If the town that we pay good tax money to, cannot,help the local 'residents in a time of need, then who else do we turn to. Please give this neighborhood a boost and help clean up the junk yard on 7 Joaquim Rd. Sincerely A Concerned Barnstable citizen 1 ll 4r (,ram � y I C:? r y uL` � hate F 3 A S� l4q, } -ff.filli 1� 3i�t.tlae�i.flll�.11.{�fft.t� f s 1 f� N Ili , 1 � _ 5.�.�1� lip .�� . ► •MIN • _ ��. �. 1 1 r . P, V I �s Urenas Gloria Subject: FW: Court Reports Priority: High ---------- From: Lomba Lois To: McKean Thomas; Urenas Gloria Subject: Court Reports Date: Wednesday, November 15, 2000 11:14AM Priority: High William Malaspino has requested a clerk's hearing for the following violations: Bills' Auto Wholesale Transport Co/BAR 46768/Urenas Malaspino/BAR 49978/McKean I will need a written incident report at your earliest convenience. Thank you. Page 1 / �_ _ - _ .� e{ 7 —�� :.E I � . :.� '� �� ���� 'Q�� /� fR � � a.+� .�� Y� q ., �, _ y: � � �- 3`" .1,� - y" e *. .F 'u �' �.�.p .� _ ,�,� -:, a .. _ _.. '�'� � .x� a�... ,e�,�o•,.. $ ��;�,AC .� �' '•�� }.�. x%.o- fin.`tt�'' •_". 4 �' ^�''�'-, <5r� � � . � w.*'"� #" ,.yz. ".�•.yam'°�1 � $a..�„� `«�: <ulr"� t �`� �,�� �}' � -' f� i rf_ .-, ,. i ei l I { ,r Y .. � e� ..�"h,w-. ., .`*. C'.=.-...�- ,,,ram• � a °#a.""" .. x fi�.a*g: .. %� t �^' ,n r- ka-�F,a .- +Awm�N � '%� 's' 3: .µ ,me. a� A. m Y✓' . n P . 9 ,,4'f. - ems, 1 1 a`l fr 4 4 m ? - -4K 47 Oat r� .a "s r si Ry, .s a •a ='?ate�� _��'�.� L,.�."$y �o `.w w w 1� " _ x `'*. •t, 4 •r"".s Syr�,` e.—.-+ W Ad A. � S F r pk a � m .ter Y S -G•. s. { No— r BUSINESS CERTIFICATE �P�oF TMe ro`` - a BAIRIZ,T TOWN OF BARNSTABLE MAIL �O s639. �0VAR MASSACH US ETTS IN CONFORMITY WITH THE PROVISIONS OF CHAPTER ONE HUNDRED AND TEN, SECTION FIVE OF THE GENERAL LAWS, AS AMENDED, THE UNDERSIGNED HEREBY DECLARE(S) THAT.A BUSINESS IS CONDUCTED UNDER THE TITLE OF Malaspino Auto Transport AT 7 Joaquim Rd, Hyannis ;4A 02601 (ADDRESS) BY THE FOLLOWING NAMED PERSON(S) : (INCLUDE CORPORATE NAME AND TITLE, IF CORPORATE OFFICER) FULL NAME RESIDENCE William Mal_aspino 72 Gleason Ave, W Yarmouth, MA 02673 EST rk ISNA SS.- BARNSTABIE ON THE ABOVE NAMED PERSON(S) PERSONALLY APPEARED BEFORE ME. AND. MADE OATH TRXT THP. FdREGOING STATEMENT IS TRUE. TITLE Clerk IDENTIFICATION PRESENTED: OTHER IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 337 OF THE ACTS OF 1985 AND CHAPTER 110, SECTION 5 OF MASS. GENERAL LAWS, BUSINESS CERTIFICATES SHALL BE IN EFFECT FOR FOUR YEARS FROM THE DATE OF ISSUE AND SHALL BE RENEWED EACH FOUR YEARS THEREAFTER. A STATEMBPT UNDER OATH MUST BE FILED WITH THE CITY CLERK UPON DISCONTINUING, RETIRING OR WITH?RAWING FROM SUCH BUSINESS OR PARTNERSHIP. COPIES OF SUCH CERTIFICATES SHALL BE AVAILABLE AT THE ADDRESS AT WHICH SUCH BUSINESS IS CONDUCTED AND SHALL BE FURNISHED ON REQUEST DURING REGULAR BUSINESS HOURS TO ANY PERSON WHO HAS PURCHASED GOODS OR SERVICES FROM SUCH BUSINESS. VIOLATIONS ARE SUBJECT TO A FINE OF NOT MORE THAN THREE HUNDRED DOLLARS ($300.) FOR EACH MONTH DURING WHICH SUCH VIOLATION CONTINUES. CERTIFICATE EXPIRES Septt 14. 1996 NEW Bk 173, pg 91 I certify under the penalties of perjury that I, to my best knovled:and belief, have filed all state tax returns and paid all. state required under law. tax( ignature o n ivi ua y: -"rate 0 icer or Corporate Name (Mandatory) (Mandatory, if Applicable) or Federal Identification Number ' This license will not be issued unless this certification clause Signed by the applicant. •' your social security nuaber will be furnished to the tyassachusett: Department of Revenue to detOraine whether you have set tax filing or taz payment. obligations. Licensees who fail to correct their non-filing og delinquency , will be sub sect to license suspension os sevoeation. This request is made under the authority o.f Mass. G.L. c. C s. 4 A. Fee pa RQcelved an da ;3 ' the d.rQcc-ded at ,,r!ce of th the above ti B.. " ; :�. a Thcr' own Clerk n'e rownand of in �- A True page CoAY Atte.� --�� Town Cl ft Y'� ' 0- z LICENSE a . m f NS POR TAT . _Z _ DIVERSIFIED AUTOMOTIVE, INC. m �•_ m THREE DOLPHIN WAY, BOSTON, MA 02210 o ro�o� a TELEPHONE(617)951.2790 b a A y "A RTS December 1, 1992 Mr. William F. Malaspino Malaspino Auto Transport 8 Joachim Road Hyannis, MA 02801 Dear Mr. Malaspino: This will confirm that any financial information about your company which you reveal to us during any discussions regarding the purchase of your business will be held in strict confidence. We agree to safeguard and limit access to such confidential and proprietary information by disclosing it only to those directors, officers, agents and representatives of ours having a need to know it for purposes of evaluating the purchase of your business. We will return all originals and copies of such financial information upon completion of our analysis. Ve truly yours, WVER*IFI1 OMOTIVE, INC. Dennis A. Kraez y f The vehicle aescrit A has been proportionally reriered betwr*n Commonwea4h of i I(Ukmmk ii Masaachus M;i fa the jurisdictions Shown km w EFFECTIVE EXPIRES PLATE NO. TYPE �J 1 APPORTIONED 6/3121 6/30/96 27145 APN a. Wig. " •7 REGISTRATION CAB CARD OWNER Ai_A'3RINO AUTO TRANSPORT AL 054000 AR 054000 17,T 054.000 DE 0540120- ACCOIN:!NO. FLEET NO. SUP.NO. EDLnPMFNT NO. FL 054000 GA 054000 I A 054000 I L 054000 i 2627 001 000 B IN 05409A KY 054000 LA 054000 MA 054000' MAKE BODY TYPE SEATS VEHICLE IDENTIFICATION NO. MD 0540Q'Fi ME 1054Q.00 Y1 054000 MN 054tZ1DO 1986 GMC TR 1GTR9CIZOGV524071 MO 054000 MS 054000 NC 054000 NH 054000 COlr�iitiSO$S YVEi HT A A&. EEE� f y�1 N F�Eg NY 054000 OH 054000 PA 054000 SC 054000. f tt:Zl:�40a . N` TN 054lZ06 VA 054000 VT 054000 WI 054000 WV 0540017+ � **�t ..664N.FEE I TITLE FEE SPEC.PLt SALES TAX QT f 0 7<c�.�H •�� at•�•�*�F•>f *� *•IE••��•>E•* ** ��*�, �, � aF•>F�•*ie•�• --- iF�l• iF•IF*if•ItaF *it ikiF9F��EiF *�!• •�•*•lt�� ; �t•1!•iFiF•IFiF C I`iA: ASL'INt] AUT TRANSPORT._ - - - a.. ---_ $_>E at ?t�taFa,. _tt * ac t. >E*._mat*�t�a `�tlt� •t•F*... -A R .TOAQUIM ROAD % R NYNNNIS MA 02601 E R � *•1F �F�F*at IF* �t�k •IF�iF iP it iF *i! -11••!i 9F iE)IADDPESS tNBLIRAMX COMPANY COL AMrRICAN CASUALTY WHI VOID IF i LTERED EXCEPT FORCHANGE THIS f;A ID MUST BE KEP r N VEHICLE AT ALL TIMES ' r ENDMENT TITLE PAGE n= M.D.P; U =NO. IAi3�$LS M.D.P.U. NO. 3— 7-- NAME: William F. Malaspino d/b/a Malaspino Auto Transport �Cai ADDRESS : 7 Joaquim Rd. Hyannis, MA 0260144 .. PHONE: (Business) �'�- n PHONE• / r (Home) CERTIFICATE NO: 25047 "d':• : .: FOR THE TRANSPORTATION OF: motor vehicles within the Commonwealth �f y 2 0 19 1 1 ATE . ISSUED:_ DATE EFFECTIVE: a•a' �xt �{ SIGNATURE & ITLE (owner, partner, Corp. officer). MA ASPI4n AUTO TRANSPORT 7 JOAOUIKI RD, HYX"..NIS, MA. 026,C1 CERTIFICATE # 25047 AUTHORIZING THE TRANSPORTATION OF MOTOR VEHICLE ANYWHERE WITHIN THE COMMONWEALTH. GaxLtiC•.C:=sa:C::sCiC.CmC:OSCrG�CC:mC�smCCtlgCS:mC�:mCtj:CawtzCSCa_e::s.::t::r¢:�:t::i�C«'C:�CCC SECTION A NOTES, POLICE, PUBLIC AUTHORITY, AND TRESPASS TO 1 NG RATES. 'f d SECTION B NOTES AND DEFINITIONS FO#',TAA'I r:i` ASSESSED THE GENERAL PUBL1 C. : SECT(OC3 ' ATES AND CHARGES WHEN SERVICE 1S PROVIDED THE s a , » rAli PUBLIC. s D E IS PROVIDED TO SECTION D HARGES WHEN SERVIC AM A C ,.,..- OB I LE AUCT i ONS. �+� 7 �OOiiClC rpC�SL_tlCT -=t.C�r aO�C*�'�C tCCi_Cmr:i"aG:Ricsr-_srr�vs:s�coss-s.�rzs--s:rt.C-S:et'Gi'tlS usp Y t Y � s am. r . maT or Date Is sued Date Effective - SECTION A P ge l ^TABLE OFCONTENTS SUBJECT PAGE Police, Public Authority, Trespass Tows Flat Tow 2 2-Wheel Tow 2 2-Wheel Tow or Ramp Truck Tow 3 Standing Work 3 Extra Labor 4 Additional Charges 4 Storage for Police or Public Authority Tows 4 Notes 5 & 6 Definitions of Terms 7 k i Applicability (SECTION A) Pay —,. The following rates apply to towing away of motor vehicles. ITEM FLAT TOW (All Wheels on Ground) Up To^5 Miles 8.00am-5.00pm 5.00pm-8.00am Trucks (2 Axles ) (Gross^Weight) ^ Up to and including 4,000 lbs. $ 15.00 20.00 Over 4,000 lbs. and including 10,000 .lbs. 20.00 25.00 Over 10,000 lbs. and including 30,000 lbs. 25.00 30.00 Over 30,000 lbs. 30.00 35.00 Trucks and Buses (3 or more axles) Trucks, Tractor-Trailer Units and - Buses regardless of gross weight. 35.00 40.00 Rates Per Mile over 5 Miles : Trucks (2 axles) regardless of gross weight 1 .50 per mile Trucks, Tractor-Trailer Units and Buses - - - (3 or more axles) regardless of gross weight. 1 . 75 per mile Notes ; 1 , 2, 3 , 9, 10, and 11 apply ------------------------ ITEM # 2 TOWING VEHICLES WITH TWO WHEELS OFF GROUND Up To 5 Miles 8.00am-5.00pm 5.00pm-8.00am TRUCKS (2 axles) (Gross Weight) Up to and including 4,000 lbs. 25.00 30.00 Over. 4,000 lbs. and including 10,000- lbs. 30.00 35.00 Over 10,000 lbs. and including 30,000 lbs. 35.00 40.00 Over 30,000 lbs. 40.00 45.00 Trucks and Buses (3 or more axles ) Trucks, Tractor-Trailer .Units, and 45.00 50. 00 Buses regardless of gross weight. Rate Per Mile Over 5 Miles : Trucks (2 axles) regardless of gross weight. 1 .50 per mile Trucks, Tractor-Trailer Units and Buses , (3 or more axles) regardless of gross weight 1 . 75 per mile Notes 1 , 2 , 3, 9. 10. 11 , and 12 apply. i (SECT ION. .A) Page 33 1TEM # 3 - TRANSPORTATION OF PASSENGER AUTOMOBILES , MOTORCYCLES , MOTOR BIKES , MOTOR SCOOTERS , AND ALL VEHICLES TRANSPORTED BY CRANE AND DOLLY OR BY RAMP TRUCK. Up To 5 Miles 8.00am-5 .00pm 5.00pm-8.00am All passenger automobiles,motorcycles, - -, ------ motor bikes, motor scooters and all 30.00 35.00 vehicles capable of being transported by crane and dolly or on a ramp truck. Rate Per Mile Over^5 Miles : $ 1 .25 per mile Notes ; 1 , 2, 31 4, 5, 6, 9, 10, 11 and 12 TEM-# 4 WRECKER WORKING WHILE STANDING ; ALSO WAITING TIME Using winch or other work being performed in order to place vehicle in position to be towed or transported or to move under its own power. Also waiting time and time devoted to cleaning and/or sweeping streets, . roadways, or public ways to assure safe highway conditions for members of the public upon request of proper authority. RATE PER HOUR 8.00am-5.00pm 5.00pm-8.00am Passenger Automobiles, Motorcycles, Motor Scooters, Motor Bikes. 20.00 25.00 Trucks (2 axles) (Gross Weight) Up to and including 4,000 lbs. 20.00 25.00 Over 4,000 lbs. and including 10,000 lbs. 25.00 30.00 Over 10 ,000 lbs, and including 30,000 lbs. 30.00 35.00 Over 30,000 lbs. 35.00 40. 00 , Trucks, and Buses (3 or more axles) Trucks, Tractor-Trailer Units and Buses (3 or more axles ) regardless of gross 40.00 50.00 weight. Notes 1 , 7, 9, 10, and 12 apply M _..SEGT-10N A Page ## 4 ITEM # 5 EXTRA LABOR (when required) RATE PER HOUR 8.00am-5.00pm 5.00pm-8.0Oam Per man per hour 10.00 15.00 Minimum Charge 1 Hour 1 Hour NOTES 1 and 8 apply 'ITEM # 6 ADDITIONAL CHARGES If the carrier has to employ any extraordinary or additional services outside of its capabilities ( renting cranes, bulldozers , specialized labor etc. ) the maximum charge will be exactly equal to those charges which have been levied by the outside organization on the tow carrier. STORAGE RATES Storage in area other than those lighted and secured by a fence at least 6 feet high. Nom-Commercial (maximum 9 passenger Motor Vehicle) $ 10. 00 per day Commercial Truck 30. 00 per day Commercial Trailer 40.00 per day Bus 40.00 per day Motorcycle $ 10. 00 per day . Storage in a lighted area secured by a 6 foot fence. Non-Commercial (maximum 9 passenger Motor Vehicle) $ 20. 00 per day C6mmercial Truck 50.00 per day Commercial Trailer 60.00 per day Bus 60.00 per day Motorcycle $ 20. 00 per day NOTE # 1 Per day is each 24 hour period or fraction thereof. SECTION A NOTES Page 5 .NOTE # 41 Rates and charges shown under 8. 00am-5. 00pm will apply Monday through Friday but exclude all hours on Saturday, Sunday and Holidays. .NOTE # 2 MILEAGE is based on round trip mileage from garage to return thereto. If the tow truck or ramp truck is dispatched from a point other than carrier ' s garage, the mileage will be computed from the point where. the disabled vehicle is to be towed or trans- ported from to carrier' s garage or to some other point where the carrier ' s vehicle has completed its assignment. .This one-way mileage will be doubled to reflect round-trip mileage. The carrier will establish the mileage from the service vehicle odometer. NOTE # 3 Dispositionof fractions (mileage) : Omit fractions of less than 5/10, and increase fractions of 5/10 or more to the next whole figure. NOTE # 4 When more than one vehicle is transported on a ramp truck and the origin and destination is within the same city or town , the UP TO FIVE MILES charge will apply to each vehicle transported , regardless of distance. NOTE # 5 When more than one vehicle is transported on a ramp truck be- tween cities or towns and a mileage charge would result in a charge greater than the UP TO FIVE MILES charge, the mileage will be computed according to the MILO NILEAGE GUIDE and then doubled to arrive at round trip mileage. NOTE # 6 When a ramp truck or car carry is used for the convenience of the carrier and the vehicle to be transported is in a suitable condition to be towed on either the front or rear wheels, the rate applicable for a front or rear end lift will be assessed, EXCEPT when the owner requests or the manufacturer of the vehicle towed recommends that the vehicle be transported on a ramp truck. _ -.SE-CT 104 A Paqe �6 NOTE # 7 Charges for Wrecker Working While Standing and Waiting Time are in addition to the Tow Charge. Time is to be computed from time of arrival at scene until the disabled vehicle is in position to be towed and is to be calculated to the nearest quarter of an hour. The rate charged will be pred- icated on the Gross Vehicle Weight of the vehicle serviced as shown in ITEM .# 4 If no tow charge is involved, time will be computed from the time the service vehicle is dispatched until it returns to carrier' s garage and is to be calculated to the nearest quarter of an hour. NOTE .# 8 Extra labor time is to be computed from time of leaving carrier' s garage until return thereto ans is to be calcul - ated subject to the minimum charge set forth in ITEM # 5 as follows ; Up to and including 15 minutes 15 minutes Over 15 minutes and including 30 minutes 30 minutes Over 30 minutes and including 45 minutes 45 minutes Over 45 minutes and including 1 Hour 1 Hour NOTE # 9 When vehicle is locked and carrier is required to use a special tool or devicet-o gain entry thereto a charge of $ 5 .00 will be assessed. ( If ITEM # 4 is assessed this service will be incorporated in the ITEM # 4 charge. ) NOTE # 10 When it is necessary to disengage an automatic transmission on a disabled vehicle, an additional charge of $ 5 . 00 will be assessed on passenger cars. For trucks and buses the charge will be $ 10. 00. ( If ITEM # 4 is assessed, this service will be incorporated in the ITEM # 4 charge. ) NOTE# 11 The customer is required to pay all toll charges. (Number 12 continued on 'Page # 7) f SECTION A Page 7 NOTE # 12 Any person who is called to remove by towing a vehicle illegally parked or standing on a private way or upon improved or enclosed property may at his discretion, if the owner appears to remove said vehicle before the towing is completed, charge said owner one half of the fee usually charges for such towing. DEFINITIONS # 1 SERVICE VEHICLE means the vehicle used to tow or trans- port the disabled vehicle. #. 2 PASSENGER AUTOMOBILE means a motor vehicle capable of transporting up to eight passengers and a driver. A passenger automobile also includes an ambulance, hearse, and a flower car. # 3 TRUclZ means a motor vehicle used for the transportation of personal property. # 4 .BUS means a motor vehicle used for the transportation of passengers and having a seating capacity for nine or more passengers and a driver. # 5 HOLIDAYS The following are classified as holidays : New Years Day, Washington ' s Birthday, Memorial Day, Independ- ence, Day, Labor Day, Columbus Day, Veterans Day, Thanks- giving Day, and Christmas Day. # 6 GROSS WEIGHT means the total weight, including the weight of the commodity on the vehicle plus the manufacturer' s weight rating of the vehicle. SECT ION E(GENERAL NOTES AND DEFINITIONS (GENERAL PUBLIC PAGE # 1 PUBLIC RATES) RATES ) NOTE # 1 Rates and charges shown under 8.00am-5.00pm will apply Monday through Fr iday but exclude all hours on Holidays. Charges under 5.00pm-8.00am will apply as indicated and all hours on Saturday, Sunday and Holidays. ------------------------------------------------------------------------ NOTE # 2 Mileage is based on'. round trip mileage from garage to return thereto. If the service vehicle is dispatched from a point other than garage the mileage will be computed from the point where the disabled vehicle is to be trans- ported from to carrier' s garage or to some other point where the carrier has completed its assignment. This one way mileage will be doubled to reflect round trip mileage. The carrier shall establish the mileage from the service vehicle odometer or speedometer. ------------------------------------------------------------------------ NOTE # 3 Mileage rates are predicated on the loaded mile of haul . (point of origin to point of destination) Odometer or speedometer will be used to establish the mileage. ------------------------------------------------------------------------ NOTE # 4 Disposition of fractions (mileage) omit fractions of less than 5/10 and increase fractions of 5/10 or more to the next whole number. --------------------------------------------------------------------------- NOTE # 5 Only notes specifically referred to in an ITEM will be applicable to said ITEM. ------------------ ---------------------------------------------------- NOTE # 6 Holidays shall include all days established by the Commonwealth of Massachusetts. ------------------------------------------------------------------------ NOTE # 7 Hourly rates shall be computed from time of leaving carrier' s garage until return thereto, except where noted. Fractions of an hour shall be computed to the nearest_ quater of an hour. NOTE # 8 The custored is required to pay all toll .charges. ------------------------------------------------------ ---------------- SECTION 8 (GENERAL NOTES AND DEFINATIONS (GENERAL PUSLICPAGE # _ PUBLIC RATES) _ RATES ) NOTE # 9 When more than one vehicle is transported on a ramp truck and the origin and destination is within the same city or town a charge of 40.00 shall be essessed each vehicle transported. --_------- ------- ------------------------------- --------- --------- -- NOTE # 10 When more than one vehicle is transported by ramp truck between cities and towns from one point of origin to one point of destination for one consignor to one consignee the first vehicle will be assessed the carrier' s filed rate and each additional vehicle on the same load will be assessed a flat fee of $ 40. 00 Odometer or speedometer will be used to establish mileage. --------------------------------------------------------------- ----- NOTE # 11 When more than one vehicle is transported by ramp truck between cities or towns each vehicle transported will travel on its own bill of lading and assessed its individual charge. Mileage will be the mileage shown in the milo mileage guide. ----------------- ---------------------------- ----------------------- NOTE # 12 When a vehicle is locked and carrier is requested to use a special tool or device to gain entry thereto a charge of $ 10400 will be assessed. ( If wrecker working item is assessed this charge shall be incorporated in the wrecker working item. ) --------- --------------------------------------- --------- ------------ NOTE # 13 When it is necessary to disengage an automatic transmission on a disabled vehicle, an additional charge of $ 10.00 will be assessed on passenger cars . For trucks and buses the charge will be $ 20.00 . If wrecker working item is assessed this charge shall be incorporated in the wrecker .working - item. _----------------------------------------------------------- --------- NOTE # 14 The customer is required to pay for all toll charges or required permits. Any additional service beyond the carriers capabilities will be billed the customer. r SECTION (GENERAL NOTES AND DEFINATIONS (GENERAL PUBLIC PAGE # 3 PURL I C RATES) RATES) NOTE # 15 Charges for wrecker working while standing, waiting time, cleaning up depris are in addition to the tow or transportation charge. Time is to be computed from time of arrival at scene until the disabled vehicle is i,n position to be towed or transported and is calculated to the nearest quarter of an hour. The rate charged will be predicated on weight or discription of the vehicle j serviced. If no tow charge is involved, time will be computed from time the service vehicle is dispatched until returnto carrier' s garage, and subject to any and all minimums applicable. ------------------------------------ ---------- ------- -- - -------- - ---- NOTE # 16 .Extra Labor time is to be computed from time of leav- ing carrier ' s garage until return thereto and is to be calculated, subject to any and all minimuns applicable. Up to and including 15 minute-s - 15 minutes Over 15 minutes and including 30 minutes 30 minutes Over 30 minutes and including 45 minutes 45 minutes. Over 45 minutes and including 1 hour l hour -----------------------,-------------------- -------- ------------------ . NOTE # 17 When a vehicle is towed or transported on an hourly rate and the destination of the vehicle is to a point or place other than carrier' s garage, charges will be assessed fromtime of leaving garage until the towed or transported vehicle is dropped at destination. Travel time for the service vehicle will then be assessed as ' follows ; 1st five miles will be assessed 1 /2 hour; Thy: .next 10 miles or part thereof will be assess- ed 1 /2 hour; each additional 10 miles or part thereof will be assessed 20 minutes. The milo mileage guide will be used to establish mileage between cities and towns. (GENERAL SECTION B NOTES AND DEFINITIONS pUBLIC PAGE # 4 RATES } NOTE # 18 When , time and time and mileage is the basis for all charges, each operation will be shown on the freight . bill as seperate entities and charges will be assessed in accordance with the specific rate for the respective service remdered. ---------------------------------------------------- ---------- -- -- NOTE # _ 19 When a service vehicle has been dispatched and the service requested is canceled by the party requested said service a fee of 50% of the base rate plus 50% of the mileage rate will be assessed the party for whom service was intended. ------------------------------------------------------------------ NOTE # 20 When carrier is required to spend time gathering necessary documentation and equipment to execute carrage of a vehicle a charge of $ 40. 00 per hour will be assessed and time will be computed to the nearest quarter hour. ------------------------------------------------------------------= NOTE # 21 Carrier retains the right to exercise possessory lien to the full extent afforded to him by law for .the pro- tection of his lien for service rendered. --- NOTE # 22 The rates, rules, and regulations contained in this tariff are applicable to all parties referred to also service requested by and resulting from a call made by a police officer or other public employee as a courtesy . rather than as part of his official responsibility. I SECTION Page 1 Rates and charges when service is requested by the GENERAL PUBLIC and service is not more specifically provided for. ---------------------------------------------------------------- ITEI i T0:'ING PASS.E.7TGER AUTOMOBILES, TRUCKS ?•IITH A CAF.RYIITG CAPPA C ITY LESS TFI,I? OITE (1) TON, MOTORCYCLES, MOTOR BIKES, MCrr oR SCOOTERS BY SLING I,-THOD. Up To 5 miles 8.00am-5.00pm 5.00pm-8.00am Vehicles as indicated above. 35.00 $ 45 .00 Pate per mile over 5 miles 1 . 50 $ 1 . 50 NOTES; 1 ,2,4,5,6,8, 12, 13 , 14, 18, 19,20,21 , 22, SECTION B apply ---------------------------------------------------------------- ITE14 ;;1 2 TRANSPORTATION BY CRAIrE AND DOLLY, RAMP TRUCK, c'HE LIFT Up To 5 miles 8.00am-5.00pm 5.00Dm-8.00am Passenger automobiles, Trucks with a carrying capacity less than one (1 ton, I;otorcycles, Motor Bikes, Motor Scooters. 40.00 50.00 Rate per mile over 5,miles 1 . 50 1 .50 NOTES 1 ,2,4,5,6,8,9, 10, 11 , 12, 13 , 14, 18, 19,20, 21 ,22, SECTION B apply --------------------------------------------------------------- --- 3 WRECKER WORKING SMILE STANDING ArTil/OP, WAITING TIME (For all passenger automobiles, Trucks with a carrying capacity less than one (1) ton, motorc7cles, motor bikes, Imotor scooters. ) 8.00am-5.00nm Minimum Charge 5.00pm-8,00am Minim= Charge Rate Per Hour $ 40.00 * 1 HOUR $ 50.00 2 HOURS NOTES; 1 ,5,6, 12, 13 , 14, 15, 17, 18, 19, 20,21 , 22, SECTION B apply- ( '- MINIMUM CHARGES shall only apply when NO transportation service is provided. i TOWING RATES Boston 100 Bourne 60 Chatham 50 Cotuit 45 Dennisport 40 1 Falmouth 60 Hyannis 20 .Pl:. Marstons Mills 40 i Mashpee . 40 Orleans 55 ' Osterville 35 Provincetown 100 Truro 85 Wellfleet 80 I i ► . 1 a I � I � III � t I f � ; I i � i j j f I I � + � 1 i I I � � ; � � � ; I I I I I i I r � i � � ; � � � _ . I I i I I � f , I , E � � � � � I � � � � � ► � � � � � � I i I � � � ( I � � ' . I � I i � , � � � I � I I I I � � � � � � � j I I � � i � ; � � � _ -� � � i � � � � � i i . i -- I � I � i � , � .. SECTION r Page Y 2 ITEM ,A 4 T0:•IING OF TRUCKS AND BUSES ALSO WRECKER WOPXING (All service including towing, wrec er working while standing, wait- ing time, and all other services necessary to tow the vehicle. ) RATE PER HOUR Vehicles As Indicated 8.00am-5.00pm 5.00pm-8.00am Minimum Charge 2 axle trucks with a 8.00am-5.00pm 1 HOUR Gross Vehicle Weight of 4,500 lbs. and in- $ 50.00 $ 75.00 .00pm- .00am eluding 10_ lbs. 2 HOURS All 2 axle trucks with I HOam-S.00pm 1 a Gross Vehicle Weight ht HOUR over 10,000 lbs. � $ 75•00 $ 100.00 .00pm- am 2 HOURS 8.00am-5.00pm All 3 . or more axle $ 100.00 $ 125.00 1 HOUR trucks, tractor 5 .00pm- .00pm trailor units and 2 HOURS buses. NOTES; 1 , 5 ,6, 7,8, 12, 13 , 14, 15 , 17, 18, 19, 21 ,22. SECTION B applies, --------------------------------------------------------------------- ITEM 1 5 =RA LABOR (per man or men) 8.00am-S.00pm Minimum Charge 5.00pm-8.00am Minimum Charg Rate Per Hour $ 25.00 1 HOUR $ 35.00 2 HOURS NOTES; 1 , 5,6,7,8,14, 16, 17, 18, 19 ,21 ,22, SECTION B applies. -------------------------------------------------------------------- ITID, 7 6 ADDITIONAL CHARGES If the carrier has to employ any extraordinary or additional services outside of its capabilities (rent cranes, bulldozers, specialized labor, etc. ) the charge will be exactly equal to those charges which have been levied by the outside organization on the tow carrier ------------------------ --- --------------------------------------- f SECTION C STORAGE RATES PAGE # 3 STORAGE IN AREA OTHER THAN THOSE LIGHTED AND SECURED BY A FENCE AT LEAST 6 FEET HIGH. I NON COMMERCIAL (MAXIMUM 9 PASSENGER MOTOR VEHICLE) $ 10. 00 PER DAY COMMERCIAL TRUCK 30. 00 TRACTOR 30.00 COMMERCIAL TRAILER 40. 00 " BUS .40. 00 " MOTORCYCLE 10.00 STORAGE IN A LIGHTED ARES SECURED BY A 6 FOOT FENCE , NON COMMERCIAL (MAXIMUM,,9 PASSENGER MOTOR VEHICLE) $ 20. 00 PER DAY COMMERCIAL TRUCK 50. 00 TRACTOR 50. 00 " COMMERCIAL TRAILER 60. 00 BUS 60. 00 MOTORCYCLE 20. 00 " NOTE.# 1 PER DAY IS EACH 24 HOUR PERIOD OR FRACTION THEREOF. t f,ECT I 0 (TO, :M: F`*'.'Ji': AUTO ,i:J. I LZ AUC i I Ia"NS) PAGE -# 1 Rates Between Points as Shown In Item ITEM # 100 MINIMUM LOAD ----- 3 MOTOR VEHICLES ' A ' D ' P TO POINTS ' ' C I ' E SAND PLACES ' T G A !NOT SPECIF- '. 0 i H i B iICA L i ' N ' T ' 0 PROVIDED ' 0 i D FOR i i i i N i Y i i i i i i i i i i i i i MILEAGE i i i i i i i i i i i i i i i i i 'MORE UP TO AND i (RATE IS IN DOLLARS AND CENTS PER VEHICLE THAN INCLUDING i i i . i 0 20 1 $ 40. 00 $ 40. 00 S 50.00 Is 50. 00 i i 20 40 i 60. 00 i 60.00 ; 70.00 ; 70.00 i 40 60 75. 00 75.00 ; 85.00 85.00 i i 60 80 ; 85.00 85.00 ; 95.00 ; 9$.00 i i 80 100 i 95.00 j 95.00 ; 105.00 ; 105.00 i i 100 120 j 105.00 105.00 j 115.00 ; 115.00 i i 120 140 1 115.00 115.00 j 125.00 ; 125.00 i i 140 160 i 125.00 125.00 j 135.00 j 135.00 i 160 180 135.00 135.00 145.00 145.00 i 180 200 ; 145. 00 ; 145.00 155.00 i 155.00 .i i i 200 229 i 155 nn 1 155.00 165.00 a 165.00 i T i i i 225 250 i 165.00 i 165 .00 1 175.00 i 175.00 CHARGES ARE ASSESSED FROM POINT OF PICK-UP TO DESTINATION OF THE VEHICLE AND THE LOADED"MILE OF HAUL SHALL APPLY. ►�j 2��. .p O�i u �i ,u ►�i`'i AUTOi i:JEI LE i�LG i �1iS ._,� _ Z. RATES AND CHARGES FOR THE TRANSPORTATION OF MOTOR VEHICLES TO AND FROM THE CONCORD AUCTION LOCATED IN .THE TOWN OF ACTON. . RATE IN DOLLAR AND CENT PER VEHICLE - - -------------------- --------- ---------- - - ---------- -------- -_- -- ARLINGTON $ 50. 00 MERRIMAC $ 50.00 BARNSTABLE 60.00 NEEDHAM 40. 00 BEVERLY. 50. 00 NORTHAMPTON 80.00 BOSTON 50.00 ORLEANS 60.00 BOURNE 60.00. PEABODY 50.00 BRAINTREE 45. 00 BREWSTER WOO QUINCY 45.00 BRIDGEWATER 50.00 RANDOLPH 50.00 BROCKTON 50. 00 SANDWICH WOO CANTON 50. 00 SPRINGFIELD 65. 0o CHATHAM WOO TOWNSEND 50.00 DEDHAM 50. 00 Truro 60.00 DENNIS 60. 00 WALTHAM 40.00 DORCHESTER 45 . 00 WELLFLEET WOO FALL RIVER 50. 00 WEYMOUTH 45.00 FALMOUTH WOO WORCESTER 50. 00 HANOVER 50. 00 YARMOUTH WOO HARWICH WOO IPSWICH 50. 00 FOXBORO 50.00 MASHPEE WOO FRAMINGHAM 50.00 .,_ .MATTAPOISETT 60.00 SAUGUS 50.00 CHARGES ARE PREDICATED ON THE LOADED MILE OF HAUL. RATES CONTAINED IN ITEM 0. 105 TAKE PRECEDENCE OVER ALL OTHER ITEMS , .a. .. 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OLD :. `4�.,0 TF ST• CL - 7!:!•' •' j0 D!: .11. _ b 1136It`t.l�,. *ics- t ti 9Br 7S. 23 S� k' % � w :Won uCj U� tt� °;.;t� t0 _ J/6AD 1 2710 a r Luce'. John •10530— AIdre r ! ,��' �•` • '�r wry: � Or pirs 744. 19� ti 20' 26�0 , `°.►p,►' wE � � 107 IS# �t•!:�r 'tOO20i 176D[ !(.Z V {� o V!7875.� �, 2 DD el D�. An' ai {,TO a ••p�5': -124bo "Ar f4,^ 7&00 . �► p0' of09D0 L �.r, :.i BDY+Of•. I C' - 5 t^:a Z 40DIY 75/0 r 3�d G� f 9 i r•Ib 76 t M . 11 9820 7&0 7507 600 17 . 7507 7�0 KEN• y: ''If•a� 7tD0 = /6 � %0 i i:... .. . .�.:.:'•_ �.•<�Clsi- °U� 760 7i4 P 7so7' 7%7 _ 12 7507 7co° N DATED TAL55;_ 750 -ADOSUBDIVISION OF LAND I1J t-1 [ HYANNIS -BARNSTABLE- MAS Ov It PROPERTY of JO QUIM ROSA:. scnL e.-I..Ia:.toorOn- oactmaCa 24ISM. lean a sxell*-Civil'Engineers' wtat a- Ctrrttw •,'S� r tv`?�o0t ti 4 .,•r`s t .�. .: i �. -•x .� t°��t.e-� is'i ., .»•zv� `a„r�e� .. ..� i•;s_r � -: - r �A --1 '<".r .y'.'� a of�R�� �' ` `� � •f�e`b�.�y„' ��...�J M�df� ;�'`,+-t-.: i :;t. 3�:� Al�'••' �� ♦ -�- aC r L`n�e'-'w ��er 1 i�y°�� 1��.,S.v ��'�' •.+.4 �I k`���� �;� "fir�,�.� r.3, •� �'':.t• -•..t ^�'�{ _'4� ♦ ` � "` 4; 4•"�� `� L'� (�Q�nn' '� < �`ti' .r^ •v •rc' 4 3 ra.bra. {i nt 4.0 (,�v� �1�11�"'► �� { � ..Oil (Z ....� r �,. ',��'rT4ijfi G r�.k �' e�f"t _ � sitti•o'�! �y�Jx i C .:�' "- � w`. 4 \ � r, ' 7. �^ �• �. '�•(.t, ram:., „„�-,. r 3� �: O .. � sa'}t''.� •.)i � `rr`,'-.,:'' � � I. I �� - kw�,:y. �u-. xseR�s3pw��� �. _ �•`� =.4.3=i1� { ~w � � � .,,rf. ••-� i.. Sri•:_ - ' ^.s � r r. �- ;-,b.i-=v= t�r.. O^' ,;r,.a. a rr� 4,.♦o.aFv; �1i..: r tea. ��.7�p £,�C'-v^r7.:�x��K- s �"'� -.i.+.T X �i -��' �/ ..� . .._� r 4 , - ' l 'I a a4r.,.y ... , .. p L� ._ `{ ,i."aft• r)Co_ _ rI s: s k_. t SITE REPORT RELATIVE. TO HAZARDOUS MATERIAL ON PROPERTY LOCATED AT Joaquim Road }y Hyannis, Massachusetts • s4 - 't C kk dd , Prepared for , - William Malaspino 292 Camp St. West Yarmouth, MA 02673 r Prepared by �4 t K-V Associates, Inc. 281 Main St. Falmouth, Massachusetts May 1988 i„ -5- 6, List of environmental permits held by current and former site owners: None I 7. Summary of prior citations of fines for violations of environmental regulations: None V. Summary of Site Inspection and Investigations 1. Persons interviewed relative to site history and use (names, addresses and telephone numbers) : Board of Health (Bruce Murphy) South Street, Hyannis, MA 02601 Assessors Office Engineering Dept. Water Dept. Hyannis Fire Dept. (Mr. Mason) - High School Rd. Ext. , Hyannis, MA 02601 2. Surface soil and sediment sampling locations, methods and analytical results (see attached site plan) : Surface soils: Consist of forest loam 3-6" in depth Sediments: Are gravelly sands with locally included silt and clay lenses (Oldale).. r , Test pit locations and logs (if any) : { N/A Analytical results: N/A {° Interpretation of results: See conclusions. e ; COMMERCIAL N X x r k X y X RESIDENTIAL y y s; a oe Figure 3. "Site schematic indicating relevant features. " KEY xxxxx - Pitch pine and under story Footpath Small quantitative pile of brush, leaves and some common household rubbish. r -2- Site layout information (see attached site plan prepared from existing maps) : Approximate property boundaries: See Figure 2 4 Building and parking area locations: See Figure 3 Site utilities: None, potential electric and municpal water lains. Zone C of Flood Insur ance ce Rate Map. Zone of and flood n p Ponds P minimal flooding. Fencing: None None Streams: Marshes or swamps: None Wells: Site is located approximately 1/2 mile from a wellfield and, subsequently, is in the defined Zone of Contribution for this Barnstable wellfield. Easements: None Power lines, etc. :. Electric overhead passes by west border of lot along Joaquim Road and Old Yarmouth Road. 3. Site-specific waste/wastewater information (see attached site plan showing known or suspected waste/wastewater conveyance, storage or disposal areas) : . Catch basins: None Septic tanks/leaching fields: None Sanitary sewers: None Underground oil tanks: None Lagoons: None Pits: None y ". -1- f INVESTIGATION REPORT FOR SITE CERTIFICATION RELATIVE TO HAZARDOUS MATERIALS I, Site Ownership and Location 1. Site Owner: Name: Lloyd C. Wilkey and John L. Wilkey, Jr. Address: 13 Worcester Square, Apt. #4 Boston, MA 02115 Telephone No. : unknown Date of Ownership: Nov. 22, 1976 to present 2. Site Location Address Joaquim Road Hyannis, MA 02601. County Barnstable, MA Assessor's Plat: Lot: - 344 34 U.S.G.S. Quadrangle:Hyannis, MA 1979 photo-revised (Locus plan from U.S.G.S. map attached) II. Site Description and Environmental Characteristics 1. Brief description of subject site (existing conditions, including topography, grassy or wooded areas, built-up areas, ponds or streams, marshes or swamps, floodplain information, other site-specific .features of note) : Site consists of .43 acres of land referenced- as Lot 34 on Map 344 of the Barnstable Assessors Maps. Lot is completely forested with scrub pine and underbrush. There has been no past or present developing on this vacant lot. The regional and local topography is flat due to the s location within the glacial outwash plain. There are no ponds, marshes or wetlands on or abutting this upland region. I TOWN OF BARNSTABLE MASSACHUSETTS BUSINESS CERTIFICATE DATE ISSUED: 11/13/97 DATE RENEWED: -' i 13 P 1 BOOK:182 RENEWAL BOOK: RENEWAL PAGE: PAGE 97-285 DATE DISCONTINUED: CERTIFICATE EXPIRES: 11/13/01 DISCONTINUED BOOK: DISCONTINUED PAGE: In conformity with the provisions of Chapter One Hundred and Ten(110), Section Five(5)of the General Laws, as amended,the undersigned hereby declare(s)that a business is conducted under the title below, located as shown,by the following named person,persons or corporation: MALASPINO AUTO TRANSPORT MAILING ADDRESS: 7 JOAQUIN ROAD HYANNIS,MA 02601 WILLIAM F MALASPINO 72 GLEASON AVENUE W. YARMOUTH,MA 02673 Signs es: THE ABOVE NAMED PERSON(S)PERSONALLY APPEARED BEFORW AND MADE 0 T THE FOREGOING STATEMENT IS TRUE. TITLE Identification Presented: DATE: November 13, 1997 In accordance with the provisions of Chapter 337 of the Acts of 1985 and Chapter 110,Section 5 of the Mass General Laws,Business Certificates shall be in effect for four years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the city clerk upon discontinuing, retiring or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars($300)for each month during which such violation continues. J CERTIFICATION CLAUSE I certify under the penalties of perjury that I,to the best of my knowledge and belief,have filed all state tax returns and paid all state taxes required under law. * Signature of Individual or Corporate Name(Mandatory) By: Corporate Officer(Mandatory if applicable) ** or Federal ID Number * This license will not be issued unless this certification clause is signed by the applicant. ** Your social security number will be furnished to the Massachusetts Department of Revenue to determine whether you have met tax filing or tax payment obligations. Licensees who fail to correct their non-filing or delinquency will be subject to license suspension or revocation. This request is made under the authority of Mass.G.L. Cha 62C, S.49A. VISIT OUR • TRAVEL CENTERS AT THESE CONVENIENT LOCATIONS i Nashville NEW JERSEY PENNSYLVANIA 6G5 at E.Trhdty land,Exit 87A KENTUCKY Ene 'ALABAMA GEORGIA Corbin 191oomsbury I-90&RL 97;Ext7 TEXAS Mobile Dahon I.75&U.S.25E.Exit 29 b78&St RL 173,Ex8 7 Amarillo I-10,Exit 11 Daft&Exit 135 Harrisburg 140 at Pullman R0. Richwood Came s Point 1-61 at Monaca,Exit 27 . St Rl.cd Exit 17s V Dallas ARIZONA ILLINOIS I.295 at Jersey Turnpike,Fait 2B Harleton _ I.63.9,Exit 11 Kingman Bloortringlon (Sybertsville)I-BQRI St.RL 93 I.4 at U.S.93,Exit 1-55n-74n-39(SL At.51) LOUISIANA NEW MEXICO San Antonio Hammond Lys Cruces 56191.10 East 1.55n-12&U.S.51,Exit 40 SOUTH CAROLINA - I0&guNaM Gin,Exit 200 .Tuscola - 1.10 at SL RL 292,Exit 139 Duncan VIRGINIA :Po.36,Exit 212 MARYLAND 1-85&Exit 63 Ashland Ouaczsc 137 8 St. Per ryrNville NORTH CAROLINA 1.95&SL At 54,Exit 39 1-10&RL 95,Exit 17 1.955R 222 Fait 93 Charlotte - TENNESSEE Rulher Glen INDIANA ARKANSAS Gary MICHIGAN 14i5177&Statesville Ave. Cookeville I.958 SL RL 207,Exit 41 West Memphis I-BM65&Burt St Dexter I-40 at S.Jefferson,Exit 287 West 8 Club Rd 1.94&Baker Rd.Exit 167 OHIO TmuNiBe Hurricane Mills 1.81,Ezit 44 to U.S.11N CALIFORNIA Indianapolis Eaton t-40,Exit 143 ONSIN Barstow I.465&At.37.Exit 4 Monroe 1-70&St At.127,Exit 10 WISB lott 1.40115&Lernrood Rd.,U.S.58 S 8 Nadeau Knoxville Torte Houle MISSOURI Hebron 140175 at Lovell Rd.E.,Exit 374 I.9043,Exit 185A COLORADO I-70•Exit 11 - Grain ValleyV 1.70&St At.37,Exi1126 Knoxville WYOMING Denver I.70,Exit 24 - I-70&Exit 276A Youngstown 1301BI at Straw Plains Pk. 1 gp&&Exa 310 IOW A Marston 1-80&Sell Springs Rd Fait 226 Exit 398 FLORIDA Walcott •:-}1:55,Exit 40 W i,&St.A t 484 1.80&Waloott Inter.,Exit 284 STEER AXLE 1 jo`_3 6,10 1 b DATE: 4- /C-3 8 DRIVE AXLEi"= 1 b TIME: SCALE 7 2 TRAILER AXLE 1636l2��55�4 g3 LOCATION: z a 6$0 1 � U RI0IASTER'S PILOT OIL 327 I95 EX I T65 GROSS WEIG IC WEIG ERTIFICATE OF WEIGHT&MEASURE Tublic or dece puty that the weighmastelr,and when properly signed and sealed described merchandise was weighed, be prima facia a evidence of or measured the accuracy of the weight shown as prescribed by law. IMPRINT SEAL HERE (IF APPLICABLE) his LIVESTOCK,PRODUCE,PROPERTY,COMMODITY,OR ARTICLES WEIGHED ' TRACTOR# ` TRAILER# �— COMPANY FULL WEIGH WEIGHMASTER OR FEET�L-- TICKET# WEIGHER SIGNATURE (IF REWEIGH) 0211367 °scWs Form Pilot 9/91 DRIVER IN TRUCK UNLESS CHECKED HERE:_ NAME OF- F D / BAR 4 6 7 6 8 TOWN AD SS 0 ENDER BARN TABLE �' T IP DE ,s `� (�� IN[►iy_ MV/MB REGISTRATION NUMBER HARNMARIX. % OF SWIM LJ UJI TIME AN DATE IOLAT LOCATION OF OLATION f NOTICE OF O ' DWI P.M.)ON o- , o00 OF TkFORCIN ON ENFORCI D BADGE N . VIOLATION N OF TOWN � iftt= !0 LEDGE RECEIPT OF CITATION X LLJ ORDINANCE tain si nature of offender. Fa Date mailed — THE NONCRIMINAL FINE FOR THIS OFFENSE IS W OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL a w DISPOSITION WITH NO RESULTING CRIMINAL RECORD. y REGULATION II)You may elect to pay the above fine,either by appearing in ann person between 8:3 or y0 A.M.agnd 4:00 P.M.,Monday through Friday,legal holidays excepted, w ((bP.O.Box 2430,Hyannis,niis,MA 0260ta Is Town 1,Wl HIN TWEN 367 Main TY-ONE(2p1)DAYS OOF�y HE DAyTE OF mailing NOTICE. money order or postal note to Barnstable Clerk, FIRSTIf BARNSTABLE to DIVISION,COURTCOMter POUND,MAINSTREET,BARNSTABLE, A02830, tt:21DRNancriminalen Hearingsanuest to ldencloseacopyofthisciT COURT tation for a hearing. 13111 you fall to pay the above offense or to request a hearing within 21 days,or If you fall to appear for the hearing or to pay any fine determined atIthe hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment In the amount of$ Signature i - � �� � - s I F8. i . .:....... 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'i � I �� :�-�� y � �� ,� � �� � ., 4 �1�'t'� �� � �J��v F � -��J) C �- � . l� h � �� � J�.� '',--o � � j , �>�� � ,,,� t� �, .. . ..:" r�., �� � ,+ b , a a 1 IE IGLU , cot r i SSENF�A�- NOTES 2.5 once the BUYER/END USE CUSTOMER has signed R.B.S..Approval Package and the I Project Is released for fabrication,changes shell be billed to he BUYER/ END USE CUSTOMER Including_material, engineering and other costs. An additional 1.1 Fabrication shall be In accordance wih'R.B.S standard practices In fee may be charged If the project must be moved from the fabrication and compliance with the applicable sections,relating to design requirements - shipping schedule. and allowable stresses of the latest edition of the'AWS Structural 2.6 The BUYER/END USE CUSTOMER le responsible for overall Welding Code Dt.t and DIX. R.B.S.manufacturing procedures ore � � /EN rsepon project coordination. All certified by. Interface,compatibility. and design considerations concerning any materials Reference Certification numbers not fumlehed by R.B.S and R.B.S. steel system are to be considered and . coordinated by he BUYER/END USE CUSTOMER. Specific design criteria concerning Houston R.B.S I this Interface between materials must be furnished before release for. fabrication or R.B.S. assumptions will govern (Section 4 and Commentary, AISC Code of Standard Practice,9th Edition) 1.2 MATERIALS AS7M DESIGNATION MIN, YIrLn STRENGTH - Hot Rolled Steel Shapm(W, S, C&L) A572 Fy-50 KSI 27 It.ls the responelbility of the BUYER/END USE CUSTOMER to Insure that R.B.S. Stew Pipes A500 Fy-42 KSI Structural Tubing A500 Fy-46 KSI Structural Steal Web Plate � A572/A1011 Fy- 55 KSI plans eonhply with the applicable requirements of any governing!wilding + authorities The supplying of eased engi-cr co data and drawings for , the meta building system does not Injactin constitute the e gi agreement Structural stew Flange Plates/Sam -A529/A572 Fy-55 KS. that R.B.S. or Its design engineers ors acting as the engineer of record Cod Formed tight,is A853/A653 Fy-50, 55 KSI BUILDING. SYSTEMS so deign professional for d align of etbrh Project These drawings are Roof and Wall Sheets A653/Al01 Fy- 50.60 KSI sealed'only to certify ha design of he structural components furnished Cable Brace A475- TYPE 1 Extra High Strength by R.B.S. - Rod Brace A36 Fy- 36 KSI . MIN. TENSILE STRENGTH 28 _The BUYER/END USE CUSTOMER is responsible for setting of anchor belts and . Machine Bolts&Nuts A307 Fu -BD KSI erection of stew In accordanceeh R.S.S. 'Far Construction drawings High Strength Bolts(1'e and lees) A325-TYPE i Fu -120 KSI - other elempento required for he orary supports such as tion braces'n shall lalb rmiing or operation shall be determined High Strenggh Belts(WO to 1 1/2'0) A325-TYPE 1 Fu-105 KS. - furnished and Installed by the orector. No Items should be purchased from Anchor Bolts(If supplied) A36^307/F1554 Fu - 60 KSI FOR a preliminary set of drawings. Including anchor belts. Use only final1.3 PRIMER QV,f N C�IIrIC/'111v1� CONSTRUCTION DRAWINGS"far this use.(Section 7 AISC Code of Shop primer paint Ie a rust inhibitive primer which meats the and VIA Standard Practice. 9h Edition.) pw for. once of Federal Specification TT-P-636 and is R.B.S. Red - IiilETAL BLMDW 2.9 Build Rigid Systems g Ih9 yet In raeponemle for the design of the anchor trot to-' oxide color. This paint Is not Intended for long term exposure - permit he transfer of foram between he base plate and the anchor bolt In to the elements. R.B.S. Is not responsible for any deterioration shear,bearing and tension,but Is not responsible for the transfer of anchor bolt of he shop primer paint as a result of Improper handling and/or jobslte to to he concrete or the adequacy of he anchor bolt in relation to the storage. R.B.S. shall not be responsible for any fleld applied - concrete. paint and/or coatings.(Section 6.5 AISC Code of Standard Practice, g• Unless otherwise provided in he Order Documents, R.B.S. 9th Edition).Nominal thickness of primer will be 1 mil--unless otherwise - {: dose not design and In not responsible for the design,material specified in contract documents. _ MAY/9\9!e-F� lZE�3g1 I and construction of he foundation or foundation embodiments. The 1.4 GALVANIZED OR SPECIAL COATINGS: t�W1Ot1�YY END USE CUSTOMER should assure himself that adequate are See Contract Documents - In the other Imposed design for loads Imposed by column reactions of he building, posed loads, and bearing capacity of he soil and other conditions of the RIGID SALES ORDER NO. 26764-52713 building site. It in recommended that the anchorage and foundation of the building be 1.5 ALL BOLTS ARE 1/2'e x D'-1'A_iO7 EXCEPT designed by a Registered Professional Engineer experienced In the design of such structures (Section.AID 1996 MSMA Low Rise Building Systems Manual) a)Eave llr strut rafter splim n-,/2•e x D'-1%4'3A30725- _ CUSTOMER SQUIER CONSTRUCTION INC. b>)Fndwall rafter splice-5/B'°z 0'-1 3 4'A325-N e)aim home connections-er SM doss'SECTION o'-, 1/4•A325-N END USER PACHECO LANDSCAPING 210 mite amounection °perot�i�g ude the chaPing,�di�g or°aitinq and he fits y NOTE Washers are not supplied unless noted otherwise an drawing - drowiwhlchng of cormot elements liorrected ne through the use of••drift Pins Errors 1.6 A325 BOLT TIGHTENING REQUIREMENTS JOBSITE 6 JOAQUIN ROAD .major changesin member configuration OIme mebe rep wheal require y are to be cried Immediately to R.B.S.by the BUYER/END USE.CUSTDMER,to enable whoever Is responsible All high strength belts are A325-N unless specifically noted otherwise. either to correct the error or to approve the most efficient and economicStructural HYANNIS MA 02601 method of correction to be used by others. (Section 7 AISC Code of accordance with the 9th Edition AISC Iota atoll be tightened by the Rum-of-the-nut method In'Specification for Structural Joints Practice,9h Edition) te'using ASTIR � � � � � � - � - A325 or A490 Bate, when specifically required. A325-N bolts are supplied without : BARNSTABLE 2.1, Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill an otherwise . washer unless oherwhe noted on the drawings alter his work,or the work of other trades,to accommodate other trades, All belted hreadstlo t union ud noted are designed as bearing type connections - END USE GARAGE unless such work Is clearly specified in.he contract documents. Whenever with brat threads not excluded from the ehaor plans such work In specified,the BUYER/END USE CUSTOMER h responsibleero for furnishing'! complete Information m to materiale,size,location and number of BASIC BUILDING SIZE : V-0" x 60'-0" x 16'-2" alterations prior to preparation of whop drawings.(Section 7 AISC Code 1.7 CLOSURE STRIPS R FURNISHED FOR APPLICATION, of Standard Practice, 9th EdMm) INSIDE- Under roof panels at save - MUM DM3LOW AK MORIK,PIEW R9ER 10 RAW) 2.12 WARNING in nocase should Golvalume stew panels be used OUTSIDE-Between endwall panels and rake trim - - -in conjunction with lead or copper. Both lead and capper have harmful Under continuous ridge vent skirts - THE STRUCTURE Ii95 BEEN DESIGNED IN ACCORDANCE - - carroslve effects an he Calvalume alloy coating when they are In contact with Golvalume steel panels. Evan run-off from copper * ' 1.8 ERECTION NOTE, WITH THE FOLLOWING AS.INDICATED: flashing.-wiring, or tubing onto Galvalume should be avoided. All bracing,stropping,&bridging shown and provided by R.B.S. for this building Is - - required and shell be Installed by the erector as o permanent part of he structure. "DESIGN LOADS: 2.13 SAFETY COMMITMENT RIGID BUILDING SYSTEMS her-a commitment If additional bracing Is required for stability during erection. It shall be the h - BUILDING DESCRIPTION: to manufoeture quality building components that can be safely erected. erectors responsibility to determine the amount of such bracing and to Design However, he safety commitment and job site praetleas.of the erector procure and install m needed. DOME Cods :MSC 01 - Width :37 are beyond he contra of R.B.S. iEnclosure :Closed Length :60 It Is strongly recommended that safe working conditions and accident Prevention,practices'be he top priority of any job site. Local, State, 1.9 err.TON ANDUNLOADING NOT BY R R c Dead Load :Metal building structure only Roof Sloe :3.5:12 _ and Federal safety and health standards should always be followed to help as furnished b RIGID p Insure workw safety. Make certain all employees know the safest and 1.10 Any claimsTAGES y Eave Height (Backside) :16.167 most productive way of erecting o building. Emergency procedures My dahne or shortages by buyer must be made to R.ELS within flea(s) - Collateral Load :0 psf should be.known to all employees . working days after_delivery,or such dolma will be considered to have ..- Eave Height (Frontside) :16.167 - Daily meetings highlighting safety procedures are woo recommended. The been waived by the customer and disallowed - -Wd UWd use of hard hot*,rubber sale shorn for roof work, Proper equipment for 1.11 CORRECTIONS of ERRORS AN D REPAIRS(MRMA 6.16) BOSIC Wind.Speed :90 mph Bay Spacing : 3 at 20 handling material, and safety note where applicable, are recommended. � Claims for correction of alleged misfits will be disallowed unless R.B.S. - - 214 Roof drainage systems(gutter, downWbouts etc.)moat be free of any obstruction $hall have received prior notice hereof and allowed reasonable inspection 'Wind Importance Factor (IW) : 1.00 to ensure smooth operation at any given time. of such.mlefits. The correction of minor misfile by the.use of drift Wind Exposure :B COVERING AND TRIMS' Pine to draw the components into line,moderate amounts of reaming, - chipping and cutting,and the replacement of minor shortages of material Llvs Load Roof Panels & Trims of It Is recommended by Factory Mutual(Reference: 8244)that roofs be cleared are a normal part of erection and are not subject to claim. No part of of snow when half of the maximum snow depth Is reached. The maximum mow depth the Building may be returned for alleged mbafits without the prior Primary Framing :20 psf Trib. Area Reduction: Panel Type :26 Go. PR can be estimated based an the design snow load and the density of snow and/or Ice- approval of R.B.S. Secondary Framing :20 psf Panel Color Golvalume Plus buildup.Sm chart below. S1011 Load Panel SNOW LOAD EOUIVALENT SNOW HEIGHT AT ROOF RECOMMENDED SNOW HEIGHT Ground,Snow Load (Pg) :35.710 psf Trim Colors (IN PSF) (IN INCHES) WHEN SNOW REMOVAL SHOULD START Roof Snow Load (Pf) :25 psf Eave Trim : Hawiian Blue S2000 zo s:fio' IN INCHES&30 Snow Exposure Factor (Ce) :1.000 Eave Gutter Hawiian Blue S2000 25 1Z90 8,62 8.95 Snow Importance Factor (Is) :1.000 Gable Trim :Golvalume Plus 35 lass 9.28 unmet END USE CUSTOMER RESPONSIBILMEs 40 1111.2.Seler Load Wall Penal & Trims 4 ie.es a 50 rlk 21 It Is he responsmGltyrof the BUYER/END'USE CUSTOMER to obtain appropriate - 50 20.50 10.25 approvals and secure n Zone Panel Type :26 Go. R 55 21.15 •, necessary permits from sty, County, state er t lase - Federal Agencies as required,and to advise/rei an R.B.S.to fabricate Ca 0.120 _. 60 21.80 - 10.90 Panel Color : Hawiian Blue S2000 65 2245 1122 span receiving Systouchems Importance Factor 1.00 Trim Colors 70 23.10 ,1.55 22 Rigid Building Syateme(hereafter referred to m R.B.S) 75 23.75 11.55 standard specifications apply union stipulated otherwise in he Contract Meer L,aa� iremellta (sit enc4 n i ne L Documents R.B.S. design,fabrication,quality criteria, standards M OOIG(S Comer Trims Polar White fie 24.40 - 1 e practice,methods,and toi-cm shell govern he work with any other C rY)t b p,+, - .Opening Trims : Polar White - 110� n ,. Interpretations to he contrary notwithstanding. It Is understood by both y For Snow ce Removal Procedure,.Refor to Metal Building Syst t� Edltcry Poribe hot the BUYER/END ionsfrom USE CUSTOMER in responsible for dorlflectlon of p A 1 Downspouts N A 0I section AS.4, Page XI-AS-2, Inclusions or exclusions trap the architectural plans and/or specifications. D L - 20. psf Base Trim Polar White 17\lOt . 23 In cam of discrepancies between R.B.S. structural steel plane and plane (' SEALING OF THIS DRAWING DOES NOT IMPL. Q °� °AM for other trades,R.B.S.Plane;ell govern. (Section.3 RISC Code of 2 1� Pr f MOs. FI'ash CONSTITUTE THAT RIGID BUILDINGS EN Standard Practices, 9th Edition J a,{N�vr(�.fE N A)! ®I ' p C Aq,�s .R 0 ) nQ .. �,^ '-p R �fneAtE Vs i°171i iwHD �7 RGM Is THE s"muTER OF RECORD OR THE D� 24 Approval of R.B.S. drawings and calculations Indicates that R.B.S.her Ivy Spa""" eW PROFESSIONAL FOR THIS PROJECT. ONLY TNt 1O 6n�y :NONE p• T DESIGN OF THE METAL BUILDING SYSTEM correc8y interpreted and applied he Contract Documents. This approval FURNISHED BY RIGID IS INCLUDED.FOUNDATfA concepts. ha contractor/owners acceptance of the R.B.S. design _ !t S h't RD. 1 ANALYSIS. ELECTRICAL: AND MECHANICAL �o.3 concepts.amumptlone,and loading.(Section 4 RISC Code and MBMA 3.3.3) - _ .^ N `�Q (, SYSTEMS• AND/OR AL.OTH A PARTS ANI FGj S%Uj . NNISt..1tl1+T 026Dj EXCLUDED.NO INSPECTION OR SUP IS 'S. (p LE r T. IMPLIED. JOB :26764 SQUIER CONSTRUCTION 1 1/2 ,STEEL LINE 1 60'-0" OUT—TO—OUT OF STEEL 4 ® Dia= 5/8" (MIN) BASE ANGLE WITH DOME HEAD NAIL OR EQUAL W/ 2 ® Dia 3/4" 1 7/16" EMBEDMENT LENGTH 3 0 2'-6' MAX SPACING 20'-0" 20'-0" 20'=0" w (BY OTHERS) LAJ1'— 18,-10" 19'-8" 4" a 1 1 2" IMPORTANT NOTES: 1 1 2" e A `� NOTCH AREA INDICATES 1 1/2"'INCH BY.1 1/2" INCH ' RECESS FOR METAL WALL SHEETS. THE SHEETS 7F ' SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH, U U WHICH WOULD VOID THE WARRANTY B C C E SECTION . A STEEL LINE FINISH 0 FLOOR N io 4 7 3 1 2' I Do (MIN) uj N °D Ln tA z /j j/j En F1 FO A M RAMP w � o (IF REQ'D.) FI 0 1 A LO E A m 1 1 e O N SECTION R M r7 FLI:� PEM (D- 0 a 0 Y .. STEEL LINE M 1�. 24.3" co F1 0 0 g(MIN) FINISH �_ I? FLOOR N jj j j jj j _ N = zm _ I a Q Q FOR FIELD LOCATE 1 1/2 A 1 1 2" WALKDOOR F1 M ` 18,-10" I 19'-8" 4 FEB 2 1 2007 20'-0" 20'-0" 20'-0" �� N A. s� N � 1 2 3 4 SEALING OF THIS DRAVANG DOES NOT IMP L OR CONSTITUTE THAT RIGID BUILDINGS ENGI COLUMN LAYOUT PLAN , . IS THE ENGINEER OF RECORD OR THE DESI PROFESSIONAL FOR THIS PROJECT. ONLY THE N O.3• NOTE: -All Base Plates ® 100—0 U.N. DESFURIGN OFF THE BY METAIGIDL SBUILAING SYSTEM OUNDAS/ . ANALYSIS, ELECTRICAL,AND MECHANICAL �SSrOR1A�.EN . SYSTEMS. AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER.THAN RIGID ARE S°ECIFlCALLY . EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. GENERAL NOTES: ANCHOR BOLT DETAIL QTY. SYMBOL DIA. PROJ ISSUE REV. DESCRIPTION ATE DESCRIPTION ANQ1oR BOLT pLAN tp THE ANCHOR BOL7 DETAILS SHOWN ON THIS DRAWING LOCATE THE NOTE: + t P/o HERMIT CONSTRUCTION 2q�I CUSTOMER SQUIER CONSTRUCTION INC.ANCHOR BOLE IN REFERENCE To BOTH THE BUILDING STEEL LINE AND ANCHOR BOLT PROJECTION "PROJ." -.RIGID ' THE OUTSIDE OF RIGID'S SUGGESTED PANEL RECESS of 1-1/2'. ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED e IS MEASURED FROM BOTTOM OF 5/6' Y END USER PACHECO LANDSCAPING THE AN-HOR BO T�ET�+u,p AN LOCATES ANCHOR BOLTS IN "FOR CONSTRUCTION" SHALL BE USED IN SETTING ANCHOR BOLTS. - 40 3/4" 2 1 REFERENCE TO THE OUTSIDE OF THE PANEL RECESS SHOWN.IF THE BASE'PLATE /2' - END USE GARAGE ACT,jA!.PANEL RECESS IS DIFFERENT FROM WHAT IS SHOWN ON THE 'RIGID BUILDING SYSTEMS' SHALL NOT BE RESPONSIBLE FOR ANCHOR BO'T S ITTHE P nN THEN ALL REFERENCE DIMENSIONS FROM ERROR OR DISCREPANCY IF THE DRAWING USED 1S NOT VALID LENGHT OF "PROD." SHOWN IS FOR ��" 2 3/4 LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 THE OUTSIDE of THE.PANEL RECESS MUST BE DETERMINED BY THE 1B933 Ndlne WseMsld GUSioMER. FOR CONSTRUCTION. ONE NUT + ONE WASHER S Houston,Tx 77073 BY AlE BRN VF ®BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. +• � - 3 1/2" - -Phone: (281)443-9085 5 D7 BRNuNLEss NOTEo) - . ANCHOR BOLTS BY OTHERS Ala 7-F . - Fox: (281)443-9064 6 - N.T.S. F1 OF 3 P/0_.., u �._ Dia= 3/4" Dia= 3/4" Dia= 3/4" Dia= 3/4" Dia= 3/4" Thk= 1/2" Thk=. 1/2" 8" Thk= 1/2" g Thk= 1/2" 8" Thk= 1/2" 8" r w w w C_—Tr__7 C--"'IT---] C--"7T- —7 C—_Tr_—' 8 1 2" FL II 4 II II II ., II 4„ II. 4„ II 4„ I1 D it II o II II o II o II in cti II II II IF II 11 11 ---------- I ii 3" ii 3„ 3' a 3„ II II U U 2„ 2„ 8 1/4" 8 1/4„ 8 1/4 JL2 . 8 1/4" 1 1/2". k 1 1/2 SW 1 1/2 SW 1 1/2" SW 1 1/2" 1''-2' 1 1 2" 4„ 1 1 2" 4" 1 1/2" SW See Plan 3 DETAIL A w DETAIL B DETAIL C DETAIL D DETAIL D.1 Dia= 5/8" Thk= 1/4" STEEL LINE s N M1 00 C s � 8„ s a� V) SW/EW 1 2-----------i PANEL RECESS I I (IF REORD.) 3 OPNG. WIDTH L_ _J 2" 4" (2) Vo EXPANSION BOLTS (BY OTHERS) (FOR FIELD LOCATE WALKDOOR) FOR . . w DETAIL E PERMI 3 ° FES 2 3. 2007 OF n O A. SEALING OF THIS DRAWING DOES NOT�,'I�,,MP-L• -1 OR CONSTITUTE THAT RIGID BUILDINGS N IS THE ENGINEER OF RECORD OR THE.0 PROFESSIONAL FOR THIS PROJECT.ONL=Y'� No.3^ � DESIGN OF THE METAL BUILDING SY511 FURNISHED BY RIGID IS INCLUDED. FOU - ANALYSIS ELECTRICAL. AND MECHANISYSTEMS OR OTHER PARTS su ED, YONE'OTHEANDR THAN RIGID ARE SPECIFiCALLI+ N EN •. EXCLUDED. NO INSPECTION OR SUPERVISION IS •, IMPLIED. ISSUE REV. DESCRIPTION DATE DESCRIPTION Ar4CHM WI.T KM p/p PERMIT CONSTRUCTION 2ummoi CUSR i G 1 D ENDTUSER PACHECO OMER _LQUIER OLANDSCAPO G INC. END USE GARAGE 18933 Aldine Westfield LOCATION 6 JOAOUIN ROAD HYANNIS IAA 02601 Houston.Tx.77073 '�` BRN VF �' (281)443-9065 5 0 9 0 Fax:. 28t 443-9064 6 - N.T.S. N0' F2 OF 3 P/0 C Y_(A� r.OLUMN LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Q + . Frame Column ----Dead-----Collateral- Live--- --Wind-L1--- --Wnd_R1--- --Wind 1 9--- ' Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 C 0.17 0.95 0.00 0.00 1.39 6.01 -3.28 -1.01 1.87 0.50 -2.75 -4.87 , 1 A -0.17 0.95 0.00 0.00 -1.39 6.01 -1.87 0.50 3.28 -1.01 -1.51 -2.71 2 C 0.39 1.43 0.00 0.00 3.77 11.56 -6.47 -1.94 3.43 0.96 -5.88 -9.36 2 A -0.39 1.43 0.00 0.00 -3.77 11.56 -3.43 0.96 6.47 -1.94 -2.32 -5.21 3 - C 0.39 1.43 0.00 0.00 3.77 11.56 -6.47 -1.94 3.43 0.96 -5.88 -9.36 3 A -0.39 1.43 0.00 0.00 -3.77 11.56 -3.43 0.96 6.47 -1.94 -2.32 -5.21 4 C 0.17 0.95 0.00 0.00 1.39 6.01 -3.28 -1.01 1.87 0.50 -2.75 -4.87 4 A -0.17 0.95 0.00 0.00 -1.39 6.01 -1.87 0.50 3.28 -1.01 -1.51 -2.71 Frame Column Wnd_Z2--- -Seismic-L-- -Seismic_R-- --LnWnd_L-- --LnWind_R-- ---LnSeis--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert - 1 C 1.51 -2.71 -0.30 -0.26 0.30 0.26 0.62 -4.04 0.62 -4.04 0.00 0.00 1 A 2.75 -4.87 -0.30 0.26 0.30 -0.26 -0.62 -4.04 -0.62 -4.04 0.00 0.00 2 C 2.32 -5.21 -0.54 -0.47 0.54 0.47 0.82 -10.43 0.82 -10.43 0.00 -0.27 2 A 5.88 -9.36 -0.54 .0.47 0.54 -0.47 -0.82 -10.43 -0.82 -10.43 0.00 - -0.27 3 C 2.32 -5.21 -0.54 -0.47 0.54 0.47 0.82 -10.43 0.82 -10.43 0.00 -0.27 3 A 5.88 -9.36 -0.54 0.47 0.54 -0.47 -0.82 -10.43 -0.82 -10.43 0.00 -0.27 H H 4 C 2.7 0.3 1.51 - 1 - 0 -0.26 0.30 0.26 0.62 -4.04 0.62 -404 0.00 0.00 4 A 2.75 -4.87 -0.30 0.26 0.30 -0.26 -0.62 -4.04 -0.62 -4.04 0.00 0.00 IV yIV Frame Column Aux-1--- ----Aux-2--- ----Aux_3--- FRAME LINE Line Line Horiz Vert Horiz Vert Horiz Vert 1 C 1.04 6.82 1.05 2.21 -0.06 11.50 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES 1 A -1.05 2.21 -1.04 6.82 0.06 11.50 2 C 2.81 13.10 2.84 4.23 -0.07 11.50 -----------------Column Reactions (k )------- ----------------------------- 2 A -2.84 4.23 -2.81 13.10 0.07 11.50 Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout 3 C 2.81 13.10 2.84 4.23 Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) 3 A -2.84 4.23 -2.81 13.10 --------- --------------------------------------------------- 4 C 1.04 6.82 1.05 2.21 1 C 9 .2.7 4.5 1 -3.2 -0.4 4 0.750 8.000 10.50 0.500 0.0 4 A -1.05 2.21 -1.04 6.82 12 1.5 18.5 3 -2.6 -4.2 1 A 2 3.2 -0.4 8 -2.7 4.5 4 0.750 8.000 10.50 0.500 0.0 12 -1.5 18.5 4 2.6 -4.2 ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES ------------------- Column (k )------------------- -----------------Column Reactions (k )------------------------------------ Out-Of-Plane Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Frm Col Dead Coll Live Wind-Left Wind-Right Wd P Wd S Line Line Id H Vmax, Id H Vmin No D(in) Wid Len Thk (in) Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz --------------------------------------- 2 C 7 5.9 13.5 1 .-6.2 -1.0 4 0.750 8.000 11.00 0.500 0.0 1 B 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -3.1 3.1 12 4.1 24.5 5 1.1 -9.5 4. B 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -3.0 3.0 2 A 2 2 41 24.5 5 -1 5.19 13.5-9.5 4 0.750 8.000 11.00 0.500 0.0 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions k -----------------Column Reactions (k )------------------------------------ Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line Id H. Vmax Id H Vmin No D(in) Wd Len Thk (in) Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) --------- ---------------------------------- ----------- --------- ---------------------------------------------------- 1 B 13 3.1 0.2 14 -3.1 0.2 4 0.750 8.000 8.500 0.500 0.0 3 C 7 5.9 13.5 1 -6.2 -1.0 4 0.750 8.000 11.00 0.500 0.0 15 1.9 23.2 10 3.2 14.5 5 1.1 -9.5 4 B 13 3.0 0.2 14 -3.0 0.2 4 0.750 8.000 8.500 0.500 0.0 3 A 2 6.2 -1.0 6 -5.9 1.3.5 4 0.750 8.000 11.00 0.500 0.0 11 -3.2 14.5 5 -1.1 -9.5 BRACING- REACTIONS, PANEL SHEAR RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES t Reactions (k ) Panel -----------------Column Reactions (k )------------------------------------ ---Wail-- Col --Wind----Seismic- Shear Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Loc Line Line :Harz Vert Horz Vert (lb/ft) Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) --------- ------------- ------ ------ ----------------_----_---------------------------- I FW 1 Rigid Frame At Endwall 4 C 9 2.7 4.5 1 3.2 0.4 4 0.750 8.000 10.50 0.500 0.0 F_SW A 2 ,3 3.7 2.7 0.4 0.3 10 1.2 7.8 3 -2.6 -4.2 R-EW 4 Rigid Frame At Endwall 4 A 2 3.2 -0.4 8 -2.7 4.5 4 0.750 8.000 10.50 0.500 0.0 B_SW C 3 ,2 3.7 2.7 0.4 0.3 - 11 -1.2 7.8 4 2.6 -4.2 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the 5. Loading conditions are: corresponding H or V are reported. 1 0.67DL+WL1 .2. Positive reactions are as shown in the sketch. Foundation loads are in 2 0.67DL+WR1 F-0- R �qN QF 3 067DL+W2 opposite directions. PEI3pp99 2 1 2007 4 0.67DL+WR2 3. Bracing reactions are in the plane of the brace with the H pointing away 5 0.67DL+LnWndL P N A. from the braced bay. The vertical reaction is downward. 6 DL+CL+LL+WL1/2 , ® N 4. Building reactions are based on the following building data: 7. DL+CL+LL+WR1/2 Ia Width ft) = 37.0 8 DL+LL/2+WLt n. SEALING OF THIS DRAWING DOES NOT IMPLY - Length((ft) = 60.0 IS�1E E�iIaNEER of REGICORD oR ITHE EDEs�'Nrdi 9 DL+LL/2+WR1 Eave Height (ft) = 16.2 16.2 10 DL+CL+AUX_1 PROFESSIONAL FOR THIS PROJECT. ONLY No.3' 3 �Q Roof Slope j(rise/12 ) = 3.513.5 11 DL+CL+Aux DEscN of THE METAL BUILnwc SYSTEM Dead Load \ sf = 2X 12 DL+CL+LL+Aux_3 FURNISHED BY RIGID IS INCLUDED. FOUND P ) - 13 DL+WRI+WS ANALYSIS, ELECTRICAL, AND MECHANICAL SS/o EN Collateral Load ( 3f ) - 0.0 SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY Live Load (psf = 20.0 14 DL+WP+LnWndL Snow Load ( sf ) = 25.0 15 DL+WRt/2+WS/2+Aux-4 ANYONE NO INSPECTION HANR �suP�ERpinsoN�Is Wind Speed emph ) = 90.0 IMPLIED. Wind Code = MSC 01 ISSUE REV. DESCRIPTION ATE3M DESCRIPTION COLtlA1N REACTION Exposure = B P/o PERMIT CONSTRUCTION a RIGID ENDCUSTOMER USER PACHECO LANDSCAPSQUIER ONG Wind INC. Closed Open = C END USE GARAGE Importance - nd = 1.00 Importance - Seismic = 1.00 WII9ING s-Y8111fiN8� Seismic Coeff (Aa) 0.12 1e933 Aldine Weetneia LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 Phone et(281)�90.5 BRN VF 15 07 BRN 19 0 IF(2B1)sa3-eos4 P/0 MEMB 1 60'-0"OUT-TO—OUT OF STEEL 4 ROOF P AN BLE MARK I PART LENGTH 2 3 P-1 8x25Z16 22-0 i• 20'-0" 20'-0" 20'-0" P-2 8x25Z16 24'-2" ;. P-3 8x25Z14 22'-0" 1'-2" 4" P-4 8x25Z16 22'-0" P-5 8x25Z14 22'-0" E-1 L8ES16 19'-11 1/2" E-2 L8ES16. 19'-11 1/2- RF1-1 E-4 RF2 E-2 RF3-1 E-3 RF4-1 E-3 L8ES16 19'-11 1/2" C E-4 L8ES16 19'-11 1/2" CB-2 CB0250 . 26'-5" I CB-3 I CB0250 1 26'-4" � I P-1 T \ P T P-3 T I 1 1 a I \ ¢ a j RF1-2 RF2-2 \\\` � RF3-2 iRF4-2 -OD N �i \\ I - N L) - LJ _ W - I P-4 Typ \\ P-2 Typ i� P-5 Typ FO 0 RF1-2 RF2-2 RF3-2 IRF4-2 _ o PERMIT ' 1 A RF1-3 E-1 RF2-1 E-2 RF3-1 E-3 RF4-3 PURLIN 2-�•I 2 ; _ LAP IMPORTANT NOTES: ROOF FRAMING PLAN A �.. 1.-OIL CANNING OF.PANELS IS NOT A CAUSE OF REJECTION. NOTE: ROOF INSULATION 4" THK. TYPE VR (BY RIGID)` FEB 2 1 2007 vp OF�;1qSS 2. EXTREME CARE MUST BE EXERCISED DURING ERECTION OFROOF PANELS AN TRIMS. IC MAY RESU PERMANENT PANEL DISTORTIONTA DA FIN SH ABRASION IN - $��P 1.0 0,14 ERECTOR'S NOTE SEALING OF THIS DRAWING DOES NOT IM OR CONSTITUTE THAT RIGID BUILDINGS 1. MEMBER SCREW AND STITCH SCREW PATTERNS AND IS THE ENGINEER OF RECORD OR THE DES! v LOCATIONS SHALL BE IN ACCORDANCE WITH ROOF - PROFESSIONAL FOR THIS PROJECT. ONLY ' IVO.$3, 3 AND WALL DETAILS SHOWN ON DWG. E - DESIGN OF THE METAL BUILDING SYSTEM <y 2. RBSI SUPPLIES 5%FOR OVERAGE AND ANY CLAIM _ - - FURNISHED BY RIGID IS INCLUDED.FOUND ON SHORTAGE BECAUSE OF NON—COMPLIANCE WITH . ANALYSIS, ELECTRICAL, AND MECHANICAL THE DRAWINGS SHALL NOT BE RBSI'S RESPONSIBLITY. _ - SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY 3. IN THE EVENT THAT A DISCREPANCY OR ERROR ARISES ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS WITH MATERIALS SHIPPED FOR THIS PROJECT OR S THESE - IMPLIED. ERECTION DRAWINGS, THE G. IF R SI IS MUST NonFY - ISSUE REV. DESCRIPTION A DESCRIPTION 6010R RAAIII�G - - RBSI PRIOR TO CORRECTING. IF RGE IS NOT NOTIFIED, - RBSI E T NOT HONOR E ROOF I ANY PARTY INVOLVED. ' - .- - . P PERMIT 2P6,07 CUSTOMER SOUIER CONSTRUCTION.:INC. 4. FAILURE TO INSTALL THE ROOF SHEETS O ACCORDANCE WITH * RIGID .'�'D THE SHEETING DIRECTIONAL ARROWS SHOWN T THESE PLANS ° - END USER PACHECO LANDSCAPING MAY RESULT IN IMPROPER FIT—UP OF THE OUTSIDE CLOSURES � - (END DAMS1 AND POSSIBLY OTHER TRIM COMPONENTS WHICH - END USE GARAGE - COULD A CT THE OVERALL APPEARANCE AND WEATHER /V��DING TIGHTNESS OF THE BUILDING. RIGID WILL NOT BE HELD REPON- . - _ 18833 Aldlne Westfield LOCATION 6 JOAOUIN ROAD HYANNIS MA 02601 SIBLE FOR THE CHARGES OR ADDITIONAL FIELD WORK DUE TO - - - NOT FOLLOWING SHEETING DIRECTIONAL ARROWS AND OTHER Houston, Ty. 77073 ' PROCEDURES OUTLINED IN THE ERECTION MANUAL •. _ .Phone: (21" 443-9065 r _ - e W ,. - .,. - — ' ouc er - •N.T.S. EL.OF 10 P " 4 - 60'-0"OUT-TO-OUT OF STEEL 20'-0" . 20'-0" 20'-0" EG01R 3 20'-2 PCT01 3 20'-2 ----- ----- ----- N W U 6 I Q co LL - o00 I O Lb In LL O PS-1 . 1 8 (20) M U • (0 a I oD fn o I I p � c O O EG01R (3) 20'-2 PCT01 (3) 20-2 FEB 2 1 2007 gs'sn ROOF SHEETING PLAN �' p JOHNA. PANELS: 26 GD._ PBR GOIVOIURIB PIUB SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGIN ' START OF SHTG. - IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE No. 3 It _ DESIGN OF THE METAL BUILDING SYSTEM AS (20) NOS "PBR" ROOF PANEL - FURNISHED BY RIGID IS INCLUDED. FOUNDAIn �,p9�• �0 FOR SYs MS. ANNDDGR OTH R F RTSS� UPPED BY 10 ANYONE OTHER THAN RIGID ARE SPECIFICALLY - EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. ISSUE REV. DESCRIPTION ATE DESCRIPTION ROOF LNG P PERMIT 2.&07 RIGID 'D CUSTOMER SQUIER CONSTRUCTION INC. END USER PACHECO LANDSCAPING PERM- END USE GARAGE 18933 Aldine Weettieid LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 ` .. Heueton.T. n073 BRN VF 1 4 0 B N 9 0 Phone �)�90845 Fox ( • 6 — 7 N.T.S.' NO" E2 OF 10 P SPLICE PLATES & BOLTS MEMB R SIZE ABLE in Splice Quan -----Bolt---- Plate Size PIECE STARTE I'jEND THIH NICK LENGTH WB LA UxST x LENIDE NGE W SIT-T xL EN E Mark To Bot Int Type Dia Len Wid Thick Length RF1-1 W1Ox1 SP- 1 4 ,4 0 A325 0.625 2.00 6" 3/8" 1'-7 1/4" p RF1-2 12.0/12.0 0.134 214.7 5x1/4" x211.1 5x1/4" x211.1 SP- 2 2 4 0 A325 0.625 1.75 6" 3 8 1'-4" RF1-3 W1Ox12 STIFFENER TABLE Stiff Plate Size '�0 0 Piece Mark Wid Thick Length RF1-1 St- 1 2.410 0.313 9.450 18�11 tg•�11 - RF1-3 St- 1 12.410 0.313 9.450 PLUS ' �„ 4P�1� FBgq Fg (1) BASE PLATES GPLVPLUM 19,31 „ i 19,-3 1 4" OLOR� 13 16 �� ze d l Wid Plate Thick SILen Length ��` 26 p8R C 4 SpC� �6 ! P11>/-',,, B4A(1)`_\ 4 3p® 4,`6 13 1 BP- 1 8" 1 2" 10 1 2" 1 2 ROOF PP _-W � `\'-,_, 6" 3 1 2 Q. FLANGE BRACES: Both Sides(U.N.) 3 FBxxA(1) N F A - L2x2x14 FB4P�1�, ,,`B4q(7) 3 1/2 Q3 1/2" - 12 12 RF1,2 RF'7,2 . I I a j I rn a. a I i d U) et I - I I I I I I I I I� QI I N I N m I 6 m LL. V u e l i a> o e' I a N ' NI .� c� � L) IN IFORI o I o I 200 1 100 I I - PERMI I I - I I I ' 00 00 I I I I I BPS-1k_j I i 8 1/4" 7 8" 33'-11 3 4" 9 7 8" 8 1/4" Clearcnce rEf3 2 1 2007 37'-0" OUT-;-TO-OUT OF STEEL �P��N OF N A. C RIGID FRAME CROSS SECTION SEALING OF THIS DRAWING DOES'NAFICALLY OR CONSTITUTE THAT RIGID BUILDINGFOR FRAME LINE 1 & 4 PROF NGINE OF RECOHIS RDD OR EA DESIGN OF THE METAL BUILDING SYSN0.33FURNISHED BY RIGID IS INCLUDED. FANALYSIS• ELECTRICAL• ANDMECHANSYSTEMS• AND/OR OTHER PARTS SUANYONE OTHER THAN RIGID ARE SPE °SSI'ON EXCLUDED. NO INSPECTION OR SUPERVISION IS. . IMPLIED. ISSUE REV. DESCRIPTION DATE DESCRIPTION RKW FiRAW fRiCW SEiA901B1 P PERMITv CUSR I G I D NDTUSER PACHECO LANDSCAPING INC. END USE GARAGE 88 AId a Westfield OUIN. ROAD,HYANNIS MA 02601 . - - •. � ovi Houston.Tx. 77073 en - Phone: (2BT 4T711'3 5 15 0 RN 19 07 LOCATION 6 JOA °X� F BRN V " __m 4a3-Boe4 P SPLICE PLATES & BOLTS MEMBER SIZE TABLE in Splice Quan -----Bolt---- Plate Size PIECE P START END THICK LENGTH W xSTD x LENNGE W SIDE T x LEN D FLANGE S Mark To Bot Int Type Dia Len Wild. Thick Length RF2-1 10.0 15.5 0.134 190.3 5x1 4 x187.1 5x1 4 x174.5 SP— 1 4 f2 0 A325 0.750 2.00 6" 1/2" 1'-7 7�8" 6x1/4" x 20.1 �.;. SP— 2 . 2 4 0 A325 0.625 1.75 6" 3 8" 11 7 8 RF2-2 15.3 8.0 0.134 1209.6 5x1 4" x209.6 5x1 ' x207.4 STIFFENER TABLE .0 11,0. Stiff Plate Size 18,�1 Piece Mark Wid Thick. Length S RF2-1 St— 1 2.410 0.313 15.21 LUM; PLUS 4" \7 19-3 1/4" RF2-1 St- 1 2,410 0.313 15.21 `pR GPLVA 3 16„ F81Ph>_,—_Felq(�) . 4 1.3 Sp® BASE PLATES PgFt Cp �,6 —_?� 4'-6 Col Plate Size PANEL Zg. 4 SP® 13�f6" Id Wid Thick Length RpOF 3 � BP— 1 1 8" 1/2" 11" 3 1 Z I ? FLANGE BRACES: Both Sides(U.N.) Q3 1/2" 3 1 rt ,`FB q /2' FBxxA(1) 12 FB6P�,, 6 (1) 12 A — L2x2x14 RE2,2 RF?,? I • Qi IQ I m I iD m � I a M c - � o , = I N U N .. CV cD N - Q - tD iLO FOR mi Coo DOo LL �U �U 00 I I OWN 00 I RERM .1 I _ I I I I , I I I A I j i CIO I j,' I i t7 • ' I I I I I BP-1 — 8 1/4" 1'-4" 32'-11 7 16" 1'-4 8 1/4- Clearance o KEB 2 1 2007 - 3T=0" OUT—TO—.OUT OF STEEL ' /006 �10of 14-4icRIGID SEALING OFF TNIS DRAIMNG FRAME CROSS SECTION DOES NOT I Y"FOR FRAME LINE 2 & 3 OR CONSTITUTE THAT RIGID BUILDINGS E IS THE ENGINEER OF RECORD OR THE DESI PROFESSIONAL FOR THIS PROJECT. ONLYP.1 DESIGN OF THE METAL BUILDING SYSTEM A NO.3 1 A - FURNISHED RID 1 S INCLUDED.FOUND�- _ .- . _ - - - ANALYSIS,ELECTRICAL. AND MECHANIC , sYSTEus AND/OR OTHER PARTS SUPPUED� F G ANYONE OTHER THAN RIGID ARE SPECIFICALLY , �oNA EN _ EXCLUDED.NO INSPECTION OR SUPERVISION IS ., IMPUED. ISSUE REV. DESCRIPTION A DESCRIPTION RUUD FRAME Qcgg swilm_ .- " P PERMIT 2Z0W RIGID '�'D END OMER PACHECO LANDSCAPSQUIER ING NG,ON INC. T' FiU1LR G BvFn 11f A END USE GARAGE 19933 aline Westfield LOCATION 6 JOAQUIN 'ROAD HYANNIS MA 02601 r h�eston.Tx 77073 BRN h2 15 07 BRN 9 07 - s — oxN F re Fax: (281)�9084 " '6 64 3 rc N.T.S. E4 OF 10 P BOLT TABLE FRAME LINE 1 LOCATION UAN TYPE DIA LENGTH Columns 1 2 A325 1 2 1 1 4 CTRIM ABLE 37'-0" OUT-TO-OUT OF STEEL A FRAME LINE 1 *IQ MARK LENGTH DETAIL B RT01R 20-2 TRIM 18 18'-6" 18'-6" -MEMBER TABLE 'FRAME LINE 1 MARK IPART LENGTH EC-1 W8x10 20-8 1 16 G-1 8x35Z16 17'-4" %3 1/2" 3 1/2" G-2 8x25Z14 17'-4" 12 RA-1 RA-1 12 G-3 8x25Z12 18'-0" G-4 8x25Z16 12-5 13/16" FOR G-5 8x25Z12 18'-0"G-6 8x25Z16 12'-5 13 16" CONNECTION PLATES G-6 FRAME LINE 1 z 1 a 3 ❑ID MARK PART 1 r2 o I o PERMI 2 b1 3 RC7 LID LO 4 RC21 G-3 G-5 0) rn N GIRT(FILED DRILL a" ' TO SUIT JAMB CUP) 1 to I a G-2 G-2 18 — ® G-1 G-1 IT) I CUP (RC-18) TYP. W/ VP x 1° RND. HD. BOLTS co I i i (TYP. ®EXPOSED AREA) �- T1 r7 BA-1, BA-1 io DS- -------------------------------- ------------------------------ - I �,1 EC-1 ENDWALL FRAMING: FRAME LINE 1 NOTE: WALL INSULATION 4" THK. TYPE VR (BY RIGID) GIRT PB01R - S��R RTp� WINDOW F.O. DETAIL (FIELD LOCATE) 1p1R, R R, RTp� • (2) NOS. 3'-0" x 4-0" F.O. R ' ALL BOLTS ARE VO x 1 A307 BOLTS U.N. ' ALL LOOSE CUPS ARE RC-7 U.N. -� ��_ • FIELD CUT & DRILL GIRTS TO SUIT F.O. CUPS (1°' HLS.) CV \ \ (N N LO tD LO \ N\ 00 1 1 1 1 1 cc) \ a� O N N N O04 I O I ^ 00 ^ I o o FEB 2 1 2007 of A4A�s�c� , ® JO N A. fi - SEALING OF THIS DRAWING DOES NOT IMPLY4 <M OR CONSTITUTE THAT RIGID BUILDINGS ENGINEW IS THE ENGINEER OF RECORD OR THE DESI PROFESSIONAL FOR THIS PROJECT. ONLY TH a.33 ---- DESIGN OF THE METAL BUILDING SYSTEM AS '� 0 ---- ---- ---- U FURNISHED BY RIGID IS INCLUDED. FOUNDA ANALYSIS. ELECTRICAI. AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPU BY FSStoNAL ANYONE OTHER THAN RIGID ARE SPECIFICALLY MFO1- D(CLUDED.NO INSPECTION OR SUPERVISION IS. IMPLIED. ISSUE REV. DESCRIPTION ATE DESCRIPTION ENDWALL FL4" G ENDWALL SHEETING & TRIM: FRAME LINE 1 P PERMIT =07 CUSTOMER SOUIER CONSTRUCTION INC. 'G'D END USER PACHECO LANDSCAPING 'r PANELS: 26 Go. R Color: Hawaiian Blue S 1 2000 END USE GARAGE 18933 Aldine Waetfleld LOCATION 6 JOAOUIN ROAD HYANNIS MA 02601 NOTE: Phone-Houston,01)30 oe5 " 0 9 07 FIELD CUT PANEL TO SUIT ROOF SLOPE: - 1_ _ �. Fe°: (set)4aa-sos4 6 - N.Ts. NO' E5 OF 10 P BOLT TABLE FRAME LINE 4 LOCATION I UAN TYPE'DIA LENGTH Columns 4 A325 5 8 1 1 4 A C Jamb 2 A325 1 2 1-1 Z4" 37'-0" OUT-TO-OUT OF,STEEL TRIM TABLE FRAME LINE 4 B OID MARK LENGTH DETAIL RT01R 20=2 TRIM-18 18'-6" 18'-6" 1 JT01R 14'-3" TRIM-31 2 HT01 R 12'-6" TRIM-33 3 JT01R 7'-3" TRIM_31 4 HT01 R 3'-6" TRIM 33 Q3 1/2" . to 3 1/2" L,, MEMBER TABLE ' 12 RA-1 RA-1 12 FRAME LINE 4 MARK PART $ LENGTH • ' _ EC-2 W8x10 19-6 10 DJ-1 Sx25C16 15`-3 5/16" 0 DJ-2 8x25C16 18-9 5/16" DJ-3 8x3C16 18'-3" G-8 G-9 -10 _`__ G-11 DJ-4 8x25C16 14-6 5/8" 2 1s f ©z❑ z z❑— O© s DH-1 8x25C16 12'-0" G-7 8x25Z16 1'-4 5/8" s El 200 G-8 8x25Z16 10'-9 9/16" s DH-1 Mt DH-1 El G-9 8x25Z16 2'-4" G-10 8x25Z16 4'-1 3/4" 3❑i G-7 G-9 G-10 i� G-11 8x25Z16 8'-7 133 16" —B CON CTION PLATES o, c, FRAME LINE 4 ❑ID MARK PART cu � 1 b3 3DI G-7 o a G-9 G=10 _M o d Q 2 RC7 • co O� I I D z O z❑ I I I ® 3 RC5 s ^ 0 Y �} GO 4 RC17 M �- �� �- � G�ts 6 68 DI G-7 G-9 G_10 Cl- I3O 7 i2 —z z❑ �� ® _ 8 5 00 00 I BA-1, A_1. B _1_- to V-4" 12'-0" V-2" 4'-11 3/4"l 12'-0" I _ ENDWALL FRAMING: FRAME LINE 4 PB01 R 0 ' R�p1R. RSp1R _ RTplR - FOR 07 Ln co PER /00 00` \a,` y Lo IT d w• N tD - N N N O 4 FEB 2 1 20ut Py�%AOF1 q. O O 0 ® O N A. �m SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENgN _ 3 _ IS THE ENGINEER OF RECORD OR THE DESIGN NO. 3 PROFESSIONAL FOR THIS PROJECT. ONLY THE <y DESIGN OF THE METAL BUILDING SYSTEM AS Ll e` Li FURNISHED BY RIGID IS INCLUDED. FOUNDATION C ————— ———— a —————— — ANALYSIS, ELECTRICAL, AND MECHANICAL ;710:ySYSTEM . . -——— OTHER PARTS SUPPUED By ANYONE AND /THAN RIGID ARE SPECIFICALLY - EXCLUDED. NO INSPECTION OR SUPERVISION IS FO1- IMPLIED. ISSUE REV. DESCRIPTION DAIR DESCRIPTION 6'fMALLRAM11MG- E N D WA LL SHEETING & TRIM ER A M E LI NE 4 P PERMIT =07 CUSTOMER SOUIER CONSTRUCTION INC. RIGID END USER PACHECO LANDSCAPING ' PANELS: 26 Ga. R — Color : Hawaiian glue'S2000 END USE GARAGE iB933 Aldine Weetflsld LOCATION 6 JOAOUIN ROAD "�6O HYANNIS MA 02601 NOTE: - Houston,Tx. no73 �BRN 81one: (2B1)443-9055 15 07 19 07FIELD•CUT PANEL TO SUIT ROOF SLOPE: . __ PFex::(s4— vF N6 N.T.S. 10 P. t.. - — CONNECTION PLATES FRAME LINE A DID MARK/PART MEMBER TABLE �1 14- FRAME LINE APART 60'—O"OUT—TO—OUT OF STEEL ME 1 LBE16 E-2 LBES16 E-3 ` LBES16 20'-0' 20'-0" 20'-0' G-12 8x25Z161'-2" G-13' 8x25Z16' - CB-1 CB0313 2 E-1 E-2 E-3 I I 6 I . 01 — G-13 - G-12 I I _ I I 13 G-12 m I I I cD I I I - G-13 G-12 I I I I I BA-1 L-----------------------------------—Z ------------------------------------ a-----------------------�---------- _ RF1-3 RF2-1 RF3-1 RF4-3 GIRT LAPS 1'-1' 1—1' SIDEWALL FRAMING: FRAME LINE A GECOO EG01R EG01R PCT01 GECC0IR FOR ------------------------ ----------------------------------------------------------------------------- PERMIT IN N iV CN N N N N N N N N N N (V N N N N I I 1 t I I I I I I• I I I I I I I I I I " (0 c0 t0 i0 (0 t0 t0 (0 (0 [0 t0 t0 t0 t0 t0 cO t0 i0 t0 (O o 0 HT01R FEB 2 1 2001 v ----- ----------I----- ---------- -----L---------- ----- ---------- o A. SEALING OF THIS DRAWING DOES NOT 1 OR CONSTITUTE THAT RIGID BUILDINGS MF01 IS THE ENGINEER OF RECORD OR THEE DESI, ' PROFESSIONAL FOR THIS PROJECT. ONLY No.33 • DESIGN OF THE METAL BUILDING SYSTEM FURNISHED BY RIGID IS INCLUDED. FOUN R�GISY Fi" e� SIDEWALL SHEETING & TRIM: FRAME LINE A SSYYSTTEMS, AND/OR OTHER AND MECHANIC BY ass/0AlAL G . PANELS: 26 Ga. R ANYONE OTHER THAN RIGID ARE SPECIFICALLY — Color : Hawaiian Blue S2000 EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. _ ISSUE REV. DESCRIPTION ATE DESCRIPTION SStrilAfilZfV"NG P PERMIT 22007 CUSRIGID 'GID END TUSER PACHECO LANDSCAPING OMER SOWER CONSTRUCT104 INC. END USE GARAGE 18933 Aldine Wentftd LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 8(2B)4495 6RN er 5 07 er RN 19 07 w� N.T.S.- E7 OF 10 P CONNECTION PLATES FRAME LINE C DID 1 MARK PART t RC5 MEMBER TABLE " FRAME LINE C 4 60'-0"OUT—TO—OUT OF STEEL 1 ME R2 L8E 16 E-3 L8ES16 3 2 E-4 LSES16 20'-0" 20'-0" 20'-0" G-12 8x25Z16 4" 1'-2" G-13 `8x25Z16 CB-1 CB0313 2 . E-3 E-2 E-4 I I I i � I of G-12 G-13 G-12 FOR I I e I I I I G-12 13 G-12 I i � PERMIT I G-12 0�1 G- 3 e` G-12 I I a I I � 1 io BA-1 ---------- -� RF4-1 RF3-1 RF2-1 RF1-1 GIRT LAPS SIDEWALL FRAMING: FRAME LINE C O 1 W R I© 1 (3070)3070) I GEC011L EG01R G01R PCT01 G❑ 1R I I --------------------------------_--------------------------- ----------------------------------=--------- I I FIELD VERIFY FIELD VERIFY F.O TRIM DETAILS (FOR FIELD LOCATE WALKDOOR /3 PCS.) N N N N N N N N 04 N N N N N N N N 04 N N I I I I I f I I I I I I I I t I I TRIM TABLE O io t0 (D (0 t0 i0 co to to tD co (D i0 fD tD f0 t0 c2 Z2 (2 - OID MARK LENGTH c~i H T01 R 3 JT-01R T-3" 4 HT-01R 3'-6" FE13 2 1 2007 P�Itk®F>yIq HN A. n ---------- ----- ---------- _ ---------- SEALING OF THIS DRAWING DOES NOT IMPL OR CONSTITUTE THAT RIGID BUILDINGS ENGINEIIt .. IS THE ENGINEER OF RECORD OR THE DES1 . MFO1 PROFESSIONAL FOR THIS PROJECT. ONLY TH NO.3 - DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHANALYSIS, INCLUDED.BY RIGID IS ELECTRICAL.AND MECHANICAL S I D E WA LL SHEETING & TRIM: FRAME LINE C SYSTEMS. AND/OR OTHER PARTS SUPPLIED ar FssrQR1 ANYONE OTHER THAN RIGID ARE SPECIFICALLY _ PANELS: 26 Go. R — C010r Hawaiian Blue S2000 EXCLUIMPLIUDDED. NO INSPECTION OR SUPERVISION IS ISSUE REV. DESCRIPTION DATE DESCRIPTION MCMALL P.AA4 NG OMER P PERMIT 2=7 RIGID�� ENDTUSER PACHECO LANDSCAPI GINC.. IR/111Di1dG SY81[E�S.J END USE GARAGE - - 1w1lDi Westfield LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 16 933 Aldine - - - Houston.Tx.77073 BRN V Te:F • - 065 15 07 N 19 07 .. Phone: 261)443-9 s roe _ Fax: (261)443-9064 ¢ y N.T.S. 8 OF 10 P 1, rl•nxw M1+16 9OI rbc vm �DIDWALL GRT ENDWALL GIRT aiml or m or nsx usn E7NDWALL GIRT ' SEE PIAN 2'-4 ��a BOIWNL Epp MAIN FRAME CLIPCOLUMN Maw SCREW 1 MIP RCI4 TACK VELD D.A(RC» � Cl8(�) MAIN FRAME RC2a : FLANGE SCREW ( ) ` GCLIP Mrp.-�� COLUMN ( ) BRACE M MAIN FRN�CCLI!!BI FLANGE `O)`� (IF REIM) ELEVATION CUP 5 Ox 2' BRACE __ pptiH AM BOLTS � CLIP .,, (IF REO'D.) ;�o� O ENDWALL COLUMN • I FWIGE (2)NUTS �° °� CLIP(ymm) (RC21) 'o^olof II BASE PLATE ------ - -------- - `-- I OF I�YI7. I II I _ �C C -J SHFE101C ) WAM __--__ -- °�________ SmEWaW. � O _O ,.�. iF____ ------- PLATE --� ANGLE 10 OI O O� �O O� _,o _P________�_o' O O SLOTTED HOLES COLWN YWH ETIDWALL GWT 5 5 —HALL CAtf °o p of l e o,1 =___ --a ��____= c c c c_c O O . I Lp OI I 1 1 IO ° - - _ -_J FLANGE SECIION'XX' -- _--------- -- =J--`= - --- - DEWALLGI - -------- SI GIRT xR ENDWALL COUflIN BAY SPACE BAY SPACE CLIP SRDEYVALL GIRT (RCS) R i'-2 (O RIFF.LEVEL) . (RCS) YABI FRAM SEE PLAN SEE PLAN 2'-4 - RAFIER ON=COLLiMN 70 WALL GWF BABE PLATE FOR MIYWALL COLUMN - MAIN FRAME ENDWALL BdDWALL COUWA TO MF RAPIER OBR 70 Dom walm Mix BOLT®Or MAGI RRAME OOBNER ODLUMN ON=COURAN TO WALL OB(T D27 ALL BOLTS ARE 1/2'DIA.x 1'MACHINE BOLTS A16 ALL BOLTS ARE 1/2'0 x 1'MACHINE BOLTS U.N. ALL BOLTS ARE 1/2'0 x 1 1/2'A325 BOLTS U.N. ALL BOLTS ARE 1/2'0 z 1'MACHINE BOLTS U.N. DM ALL BOLTS ARE 1/2'DIA z i'MACHINE BOLTS D716 ALL BOLTS ARE 1/2'DIA.x 1'MACHINE BOLTS Ii./RAFTER './COLUMN - .CLIP RC18 F.O. HEADER _ T-4 LAP LAP '`O . BRACE FLANGE FLANGE JAMS CID JAI® O (SEE PLAN) BRACE Or(RCh �''.' ' DOOR JAMB 1/2'DIA.xI 1/4' PURUN (IF REO-D. 10 3 A STRUT ZEE O CUP RC18 5/8'DIA. �CEE BOLTS �.,' EAVE STRUT �(IF REO'0.) 1 x 1' 1BU�:1' - ANCHOR BOLT -----` - ----- -------- ---- 1/2'DIA. x 1' o ;o i, of <o, o • of OI. — (4)1/2"DIA x 1 ' io IffAD BOLTS pl HEAD�� F.O. JAMB F.O. HEADER BASE ANGLE (F�OROJMlB FAO) to p I• of ol� > MACHINE BOLTS 1 01 o �° . . CUP(RC17) ------ - ----- -------- ---- ----- - FLANGE GIRT (4)1 AC DIA.x 1 1/4' FRAME ENDITS G� g OPDING SEE WAN OPD@IG F.O. JAMB `, MACHINE BOLTS BRACE BRACE SEE ELEV. LAP LAP - MIRTH 'PID7H (IF REO'D.) � .o '-4 - - 'FO'JAA45 MBE DETAIL BIY-PASS PURLIN TO RAFTER DETAIL BIY-PASS OBRT TO RF COWMN LOW SAVE DETAIL(BY-PASS CDNDnim. CART TO FA. COLUMN TO F.O. F.O.HEADER 7O,FA.JAMS E6 ALL BOL78 AS NOIm ALL EIOLTS ARE 1/2'0 x 1'MACHINE.BOLTS U.N. ALL BOLTS ARE 1/2'0 x 1'MACHINE BOLTS U N. ALL BOLTS ARE 1/2'0 x 1'MACHINE BOLTS U.N. ALL BOLTS ARE 1/2'0 x 1'MACHINE BOLTS U.N. ALL BOLTS ARE 1/2'0 x 1'MACHINE BOLTS U.N. CABLE BRACE STEEL LIKE RF RAFTER - BRACER 0.17f OIA HLTI IDS TYPE . ME HEAD NAL OR EW1N.W/ 1 7/IS'D@DIBR LaIGM FOR FLAT WASHER W�PMBL HEX NUT EYE BOLT' 14. B�ASEg1AN1 % - CUP WALL_GIRT PERM . ` WEB OF BRACED MEMBER SECnON THRU WALL PANG. ENDWALL GIRT TO SNIFFER CONECTION QZ DIAGONAL CABIF;EYEBOLT END AND CONCRETE FOUNDATION W4 ALL BOLTS ARE 1/2'DIA x 1'MACHINE BOLTS . FEB 2 1 2007 . /Ot4 OF ra,Tss��4 SEALING OF THIS DRAWING DOES NOT 1M P- OR CONSTITUTE THAT RIGID BUILDINGSENfiIH IS THE ENGINEER OF RECORD OR 1HE%DES( PROFESSIONAL FOR THIS PROJECT. fklF".t . - DESIGN OF THE METAL BUILDING SYSTEMpAS 0.3 1 FURNISHED BY RIGID IS INCLUDED. FOUND ANALYSIS. ELECTRICAL AND MECHANIC SYSTEMS. AND/OR OTHER PARTS SU IS _ ANYONE OTHER THAN RIGID ARE S'E CAY�SSPQN AV- EXCLUDED. NO INSPECTION OR SUPERVISION 1§b" IMPLIED. ISSUE REV. DESCRIPTION DATE DESCRIPTION DWa Page P PERMIT 22107 RIGID END TUSER PACHECO LANDSCAPING OMER SQUIER N INC. END USE GARAGE 19933 Aldine Westaold LOCATION 6 JOAQUIN ROAD, HYANNIS MA 02601 Houston.Tx 443�9065 awe BRN VF h2 5 07 RN 9 0 _ PFaz� (2ai�)443-9os4 " '6 - N.T.S. N0`` E9 01710 P ROOF STEEL LINE a STITCH SCREWS AT 12'ON 12' 12' ' 12' ., CENTER WITH CONTINUOUS TAPE SEALANT UNDER TRIM PAS 9 1 2" 2 1 " 9 1 2" 2 1 2" 9 1 2" /2" RAKE ro111 JAMB MEMBER SCREW WALL PANEL �{�gER g R� ��bj ROOF PAN! �ON ow r AT � ATM12"ON CE RAI JAMB ( )TRIM SlIn AT 1122'BER SCREWS ON CENTER MEMBER SCREW LOCATION Detal.•A'�� �� I SHEEBNG ANGLE LK STITCH SCREWS I (AI I MEMBERS EXCEPT AS NOTED) AT 12 ON CENTER L— —— c HEAD TRIM 12° 12° :r 12' OUTSIDE(XOSIRE \PURLIN (BEYOND) tt PANa JAMB TRIM JAMB TRIM (HT-01R) HFJIDEt (�T WALL PANEL (JT_OiR) WALL PANEL (JT-01R) 2 1 2" 7' 2 1 2'2 1 2" T 2 "2 1 2" .T. 2 1/2"- WALL PANEL JAMB � 1 DETAIL FOR FRAMED OPENINGS JAMB DETAIL FOR OVERHEAD DOORS RAKE DETAIL WITH SHEETED WALL OUTSIDE CORNER DETAIL HEADER DETAIL FOR FRAMED OPENINGS MEMBER SCREW LOCATION ° Detail °A _ ('R'ROOF PMEL SHOWN,1'ROOF PANEL AVAILABLE) 'R" PANELS ('R'WALL PANEL SHOWN,-*A*,-'M',AND'RM'AVAILABLE.) (PEAK PURLIN. EAVE STRUT: AND PANEL END LAPS) WALL PANG - Stitch Screws At Continuous Tape Sealer MEMBER SCREWS 20'On Center se°xh (Standard) AT 12'ON CENTER Res:'(Opti0°ol) Extended Leg On ' HEAD TRIM AP TRIM 'PBR'Panel y INSIDE CILM E (HT-01R) HEADER (WP-1) DETAIL "A" AT sCENTE SILL TRIM SILL I I AT 6'ON GINNER (ST-Ot� \ Member Sa Roof Panels ROOF PANEL HEADER DETAIL FOR FRAMED OPENINGS 1�11J MEMBER SCRETIS MEMBER SCREWS SCREW PATTERNS SHOWN, AT It ON CENTER AT 12'.-ON CENTER SATISFY UL-90 EAVE 1RAI�� W PANEL. GIRT END OF GIRT 1/4° 1/4" Conti Xx(Stance 2• 4 us Tape REAIBRELk1tT5 FOR ROOF. WALL PANE_ ain (FIELD CUT) �I` ~�~ 1'x's Optional) . STAY'Sam ON CENTER, EAW S RLIT DOOR HEADER-, EADER SCREWS. (Must Be Specified On Qder) Purim ®+/12* O.C. 3'-9 GIRT gliSIDE CLOSURE(OPTIONAL) WAL PMfll (ATTACH ADS TRIM POP MEMBER SCREt�rs� SECTION THRU PEAK PURLIN AND PANEL END LAPS RIVETS o 12.0/C) a (FIELD CUT GIRT) LOW EAVE DETAIL WITH SILL DEATAIL FOR FRAMED OPENINGS - , ` DOOR JAMB DOOR LEAF , c �QOOR JAMB TRIM "PBR" PANEL ROOF SCULPTURED EAVE TRIM I �'� JAMB `I OP�o 1z•O/C.) ,J JAMB (°R P EL) C7 PANEL) ' 12' 11' 12' SECTION "A" SECTION "B» to' 2° 10' 2' 10'JAM 2' .A° e EXTENSION MEMBER SCREW LOCATION Detal °B° — N (ALL MEMBERS) FIELD CUT M FIELD CUT GIRT IGIRT .B - °O EE- - (2)Screws Between Base C�v "B" Member And T-3 1'a G'PL 1 FIN. FLOOR c, FIN. FLOOR ROOF PANEL r • = w� (1)Screw Between All (Other Membem ' AS REQ'D. 3070) AS REO'D. - a AS REVD. �(3070) AS REVD. And(1)Screw At Al 0 4070 740 0 Member Locations. 6070 �6070) Stitch Screws ' DETAIL "B' e FOR FIELD LOCATED WALK DOOR I" PANEL WALL o * - V-9 GIRT SUPPLIED ONLY WHEN ° 1 Q¢ 1 wsrMfAnoN PRO cmtiRE REQUIRED-BY DESIGN. FORP'E13 2 1 2007 _ 1 1. Place head section and jambs on flat surface(floor)with door side up.Install belts and nuts connecting head to (,.�.,c ° EAVE TRIM �� jambs Be slue that head•s tight to jambs so that the proper door opening 6 obtained _ s A ® 1�A. �\ 2 hsioll doer leaf b frame,check for 1/8'clearance at head and 3/32'deororlce at StriClter jamb. t OR ACONS7ITUTE LING OF THIS RIGID BUILDINGS ES,N^ 3. Tilt up the entire assembly and anchor j�jamb to floor.Plumb hinge jamb and assembly.Field cut girts if required. Is THE ENGINEER OF RECORD OR THE DE§ > \ 4. Anchor head and striker jamb to building sblictiae flaormnd entire frame t0 panel dtmS(field cut). Install optional PROFESSIONAL FOR THIS PROJECT. ONLY NO.$ threshold anchor H dewed.Install jamb extensions(if read)._ DESIGN OF THE METAL BUILDING SYSTEM 5. instoll IodLaet Install twnol rreaUl fiend memtlerfast Ad' so that vm llBt contacts doer when in the FURNISHED BY RIGID IS INCLUDED. FOUND �Q,157� G�e� WALL PANEL RAKE TRIM dosed position.Qo"ot(t�ace vm against as the wan blterfere with the latching and wan not approve the latching and ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY S`011IAt-� FIELD CUT TO SHAPE END CAP the weather seal ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS WALK DOOR • IMPLIED. FIELD MITERED 'FOR 3070, 4070 & 6070 ONLY ISSUE REV. DESCRIPTION ATE DESCRIPTION PANE,PRa1fALE XRIMS&ACCIESSMES DETARS P PERMIT 2.2ov RIGID '�' D END BRN TUSER PACH CO-LANDSCAPINGOMER __LQUIER CONSTRUCTION INC. .' NO USE GARAGE RAKE TRIM f EAVE TRIM CORNER DETAIL ta�i1LM1NG Illyffiraw I 18933 Aldine West LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 r field Houston, Tx. 77073 srw.er. BRN VF oac er Are Phone: (281)443-9065 N 2/1 B 07 BRN 2 19 07 .- _ _.. .:. a . '. Fax :. 261 443-9064 - N.T.S. "a'E10 OF 10 e. P y /o 9i �01 001 ca 1051 cA z j 00 op 9L �t Oo•gL •. op9L �L05 � �t po.gy N � �s� oo�L .y ♦/ / 00'9�' �LoSL 9t o9t �.�� ; !; �- � 0 ,3•o ,� + oog6 oy opr9L �,LOSL Lt915 5L a+ Si�501 NM o lost L a �ua� 0o1 8! 00�9 •s�► M o�� 0064 t N N . 'SL $ a 6 t oo•9L . s OO�I 08001•n 06 0 L o a � v 0 V OOL _ Q6�s� Oyt _ a o •�• O Z 8 J o�601 0 8� o 9 ,w u� o ,t65 L'9L � y S 8 j8 ..r Z N gL8l ;� ��b2o(` ► 5S gL� o0Z4014 co g�'9� 9P y / 5 666 h ►� w• z£"�°, ..,�. t°•o9oor N �. f8•, �.o 1 b 0 9Z � i .OZ z I o % y • .9� 8 :� L ;� �,t•t r#° � 00 ea1d 4009 yn -�,► os.90 -. .�,� a-�P u TT yob s � *7o9E '�zs9 .,yr0' 9 'a `;° a'b't,a7 `. uyor. 7 , anueyF/ uewdeV 4, '.51 A-91 66 o N S°•y� 8�oi� M y£ � t�ot� .� •�o'yL e•� r 77 9� ;yo yL to 8F ,�°•yL to • 01 d ----- — 1 1/2 STEEL LINE 1 60'-0" OUT—TO—OUT OF STEEL 4 ® MCI= 5/8" (MIN) BASE ANGLE WITH DOME HEAD NAIL OR EQUAL W/ (• 2 !^ ,, 3 1 .7/16' EMBEDMENT LENGTH ®2'-6' MAX SPACING 20'-0" 20'-0" 20'-0" t N (BY OTHERS) cd CL 1 1 2" :I IMPORTANT NOTES: N NOTCH AREA INDICATES 1 1/2".INCH BY 1 1/2" INCH A M RECESS FOR METAL WALL SHEETS. THE SHEETS fl SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH, U U WHICH WOULD VOID THE WARRANTY! , B' C C' E SECTION � _ STEEL LINE FINISH O 1- FLOOR 1D N CO 1 1Y127' 2 4 2 31 2' I I N (MIN) I N DD Go LLJ tA .. A � d RAMP o o C4 to a (IF REQ'D.) 0 _ _ 2 o m A FOR In E A m O I N O M a I SECTION ? CON U Ue"T I GN O - Y STEEL LINE M F1 0 1je 24.3• co� g(MIN) FINISH N Do �? FLOOR `V)c �j/j/// L.0 z %� e e z04 r-' a a a FOR FIELD LOCATE 1 1/2 A 1 1 2" . L, F1 , WALKDOOR 1'-2" 18'-10" J M 19'-8" 4' ' FEB 2 1 2007 , t,of n7,4c SC. 14.20'—C 20'-0" 20'-0" HNA, m 1 2 I 3 4 SEALING OF THIS DRAWING DOES NOT IMP6Y OR CONSTITUTE THAT RIGID BUILDINGS EN V COLUMN LAYOUT PLAN IS THE ENGINEER OF RECORD oR THE DEs + PROFESSIONAL FOR THIS PROJECT. ONLY THE No.3 3 e NOTE: All Base Plates ® 100—0 U.N. DESIGN OF THE METAL BUILDING SYSTEM FURNISHED BY RIGID IS INCLUDED. FOUNDA OR,RFGIST ANALYSIS ELECTRICAL AND MECHANICAL F G SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY SS!ONA$"�N ANYONE OTHER.THAN RIGID ARE S7'ECYFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS - j IMPLIED. - GENERAL NOTES: ANCHOR BOLT DETAIL QTY. SYMBOL DIA. PROD ISSUE REV. DESCRIPTION ATE DESCRIPTION ANOM WLT/TAN 1 THE ANCHOR BOLT DETAILS SHOWN ON THIS DRAWING LOCATE THE NOTE: ANCHOR BOLTS tN REFERENCE TO BOTH THE BUILDING STEEL LINE AND ANCHOR BOLT PROJECTION "PROD." t 1/2 t' P/o PERMIT CONSTRUCTION 2ao CUSTOMER SQUIER CONSTRUCTION INC. ..a ITHE OUTSIDE OF RIGID'S Burr-gTED PANEL RECESS of 1_1/2•. ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED e $ 6 ` 2' - END USER PACHECO LANDSCAPING �THE eNcwOR BOLT SETTING PLAN LOCATES ANCHOR BOLTS IN "FOR CONSTRUCTION" SHALL BE USED IN SETTING ANCHOR BOLTS. IS MEASURED FROM BOTTOM OF _ RIGID P.FFERENCE TO THE OUTSIDE OF THE PANEL RECESS SHOWN.IF THE BASE PLATE 40 3/4' .2 1/2' END USE GARAGE ACTUAF PANEL RECESS IS DIFFERENT FROM WHAT IS SHOWN ON THE 'RIGID BUILDING SYSTEMS' SHALL NOT BE RESPONSIBLE FOR 7/8• r s/49�14111 III ' ti ANCHOR R0 T«TTIN-P eN THEN ALL REFERENCE DIMENSIONS FROM ERROR OR DISCREPANCY IF THE DRAWING USED IS NOT VALID LENGHT OF "PROJ." SHOWN IS FOR 1" - 3' - 78933 Aldine Westfield LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 THE OUTSIDE OF THE PANEL RECESS MUST BE DETERMINED BY THE cusroMER. FOR CONSTRUCTION. ONE NUT + ONE WASHER Houston, Tn 77073 N VF `S�BOTTOM OF ALL SASE PLATES ARE AT THE SAME ELEVATION, 1 1/8' 3 1/2' s _ Phone: (281)443-9065 �5 07 BRN 19 07 2 (uNLEss NOTm) `ANCHOR BOLTS BY OTHERS t t/Y 3 t/2' FO11° (2�> 4C�9 MO F1 OF 3 P/0 Dia= 3/4" Dia= 3/4" Dia= 3/4" Dia= '3/4" Dia= 3/4" Thk= 1/2" Thk=. 1/2" 8" Thk= 1/2" 8 , Thk= 1/2" 8>, Thk= 1/2„ 8, Ltdi o t t+ u I LLI 45 8 1 2" o CN II 11 N It N I� lY _ II 4„ It 4„ _ tl 4., II 4„ o ii ii + o ii o u u n u N n n tt a tt CN -00 u 2 2„ 8 1/4„ 8 1/4„ 8 1/4„ 2„ 2„ 8 1/4» ,. 1 1/2" SW 1 1/2" SW ' 1 1/2,� 1'-2, �• 1 1 2" 4„ 1 1/2" SW 1 1 2"�4" � 1 1/2" SW Sr See Plan E; DETAIL A w DETAIL B DETAIL C DETAIL D DETAIL D.1 N Dia= 5/8" . Thk= 1/4" STEEL LINE J. N go - 0 a 04 N n 8„ s ND V) SW/EW F-----------� PANEL 2 RECESS 3 LOPNG. WIDTH (IF REVD.) is L_ _J 4" (2) 4"� EXPANSION BOLTS (BY OTHERS) (FOR FIELD LOCATE WALKDOOR) I. FOR DETAIL E 'T CONSTRUCTION FE13 2 1 207 �e JOHN A. f SEALING OF THIS DRAMANG DOES NOT IM g ONG . - OR CONSTITUTE THAT RIGID BUILDINGS EN IS THE ENGINEER OF RECORD OR THEDES@ PROFESSIONAL FOR THIS PROJECT. ONLY JFIE • - - DESIGN OF THE METAL BUILDING SYSTEM AS NO. Nj• FURNISHED BY RIGID IS INCLUDED.FOUNDAiI ANALYSIS,ELECTRICAL. AND MECHANICAL . SYSTEMS, AND/OR OTHER PARTS SUPP Y R' G _ - ANYONE OTHER THAN RIGID ARE SPECIFICALLY $SIONAT-S� EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. ISSUE REV. DESCRIPTION ATE DESCRIPTION ANCHM WLT MM P/o PERMIT CONSTRUCTION o �'�';D CUSTOMER SQUIER CONSTRUCTION INC. END USER PACHECO LANDSCAPING 1IN—m INGm Vine c�1 END USE GARAGE 1e933 creme WestfieldLOCATION 6 JOAQUIN ROAD HYANNIS MA 02601• ;+ Houston.Tx, 77073 °RN BRN VF 1 0 8 N A 07 Phone: (261)4a3-9055 Fax: (281 443-9064 — N.T.S. r F2 OF 3 P/G I 'C L COLUMN LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) I- Frame Column ----Dead-----Collateral- ----Live---- .--Wind_Lt--- --Wind_R1--- --Wind-L2--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert �. 1 Is'. C 0.17 0.95 0.00.y �0.00 n 1.39 6.01 -3.28 -1.01 1.87 0.50 -2.75 -4.87 1 A -0.17' 0.95 0.00 0.00 -1.39 6.01 -1.87 0.50 3.28 -1.01 -1.51 -2.71 2 C 0.39 1.43 0.00 0.00 3.77 11.56 -6.47 -1:94 3.43 0.96 -5.88 -9.36 2 A -0.39 1.43 0.00 0.00 -3.77 11.56 -3.43 .0.96 6.47 -1.94 -2.32 -5.21 3 C 0.39 1.43 0.00 0.00 3.77 11.56 -6.47 -1.94 3.43 0.96 -5.88 -9.36 3 A -0.39 1.43 0.00 0.00 -3.77 11.56 -3.43 0.96 6.47 -1.94 -2.32 -5.21 1 4 C 0.17. 0.95 0.00 0.00 1.39 6.01 -3.28 -1.01 1.87 0.50 -2.75 -4.87 4 . A -0.17 0.95 0.00 0.00 -1.39 6.01 -1.87 0.50 3.28 -1.01 -1.51 -2.71 Frame Column --Wnd_R2--- -Seismic-L-- -Seismic_R-- --LnWind_L-- --LnWind_R-- ---LnSeis--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 C 1.51 , -2.71 -0.30 -0.26 0.30 0.26 0.62 -4.04 0.62 -4.04 0.00 0.00 1 A 2.75. -4.87 -0.30 0.26 0.30 -0.26 -0.62 -4.04 -0.62 -4.04 0.00 0.00 2 C 2.32 -5.21 -0.54 -0.47 0.54 0.47 0.82 -10.43 0.82 -10.43 0.00 -0.27 2 A 5.881 -9.36 -0.54 0.47 0.54 -0.47 -0.82 -10'43 -0.82 -10.43 0.00 -0.27 3 C 2.32, -5.21 -0.54 -0.47 0.54 0.47 0.82 -10.43 0.82 -10.43 0.00 -0.27 3 A 5.88I� -9.36 -0.54 0.47 0.54 -0.47 -0.82 -10.43 -0.82 -10.43 0.00 -0.27 H H 4 C 1.51 -2.71 -0.30 -0.26 0.30 0.26 0.62 -4.04 0.62 -4.04 0.00 0.00 4 A 2.75 -4.87 -0.30 0.26 0.30 -0.26 -0.62 -4.04 -0.62 -4.04 0.00 0.00 fV fV . Frame Column ----Aux_1--- ----Aux_2-------Aux_3--- FRAME LINE Line Line Horiz Vert Horiz Vert Horiz Vert RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES 1 C 1..0 2'21 1.0 6.8 0.06 11.50 1 A -1.05 2.21 -1.04 6.82 0.06 11.50 r Column Reactions k _ __ 2 C 2.81 13.10 2.84 4.23 -0.07 11.50 ----------------- -------------------------------- Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate in Grout 2 A -2.84 4.23 -2.81 13.10 0.07 11.50 ( ) 3 C 2.81 13.10 2.84 4.23 Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (In) 3 A -2.84 4.23 -2.81 13.10 --------- --------------------------------------------------- 4 C 1.04' 6.82 1.05 2.21 1 C 9 . 2.7 4.5 1 -3.2 -0.4 4 0.750 8.000 10.50 0.500 0.0 4 A -1.05 2.21 -1.04 6.82 12 1.5 18.5 3 -2.6 -4.2 1 A 2 3.2 -0.4 8 -2.7 4.5 4 0.750 8.000 10.50 0.500 0.0 12 -1.5 18.5 4 2.6 -4.2 ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )-------------------- ' •---------------- -----------_------- Column-Reactions (k )------------------- Out-Of-Plane Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Frm Col Dead Coll Live Wind-Left Wind-Right Wd P Wd S Line Line Id H Vmax, Id H Vmin No D(in) Wid Len Thk (in) Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz ------------•------------------------------------- 2 C 7 5.9 13.5 1 -6.2 -1.0 4 0.750 8.000 11.00 0.500 0.0 1 B 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -3.1 3.1 12 4.1 24.5 5 1.1 -9.5 4. B 0.2 0.0 0.0 0.0 _ 0.0 0.0 0.0 -3.0 3.0 2 A 2 6.2 -1.0 6 -5.9 13.5 4 0.750 8.000 11.00 0.500 0.0 12 -4.1 24.5 5 -1.1 -9.5 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions k--------- ------ ( )------------------------------------ -----------------Column Reactions (k )------------------------------------ Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line Id H Vmax Id H Vmin No D(in) Wd Len Thk (in) Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) ---------'---------------------------------- ----------------- --------- --------------------------------------____.--------- 1 B 13 3.1 0.2 14 -3.1 0.2 4 0.750 8.000 8.500 0.500 0.0 3 C 7 5.9 13.5 1 -6.2 -1.0 4 0.750 8.000 11.00 0.500. -0.0 15 1.9 23.2 10 3.2 . 14.5 5 1.1 -9.5 4 B 13 3.0 0.2 14 -3.0 0.2 4 0.750 8.000 8.500 0.500 0.0 3 A 2 6.2 -1.0 6 -5.9 1.3.5 4 0.750 8.000 11.00 0.500 0.0 11 -3.2 14.5 5 -1.1 -9.5 BRACING REACTIONS, PANEL SHEAR RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE.PLATES . _ _ . *'* Reactions (k ) Panel -----------------Column Reactions (k )-------------------------------- ---Wall-- Col Wind----Seismic- Shear Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Loc Line Line Harz Vert Harz Vert (lb/ft) Line Line Id . H Vmax Id H Vmin No D(in) Wid Len Thk (In) ----------�------------ ------ ------ --------------------------------------------------- I FW 1 Rigid Frame At Endwall 4 C 9 2.7 4.5 1 -3.2 -0.4 4 0.750 8.000 10.50 0.500 0.0 F_SW A 2 ,3 3.7 2.7 0.4 0.3 10 1.2 7.8 3 -2.6 -4.2 R-EW 4 Rigid Frame At Endwall 4 A 2 3.2 -0.4 8 -2.7 4.5 4 0.750 8.000 10.50 0.500 0.0 B_SW C 3 ,2 3.7 2.7 0.4 0.3 !� 11 -1.2 7.8 4 2.6 -4.2 {. NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the 5. Loading conditions are: corresponding H or V are reported. 1 0.67DL+WL1 1q 2 7 2. Positive reactions are as shown in the sketch. Foundation loads are in 2 0.67DL+WR1FEB 2 1 Lo�I , opposite directions. 3 0.67DL+WL2 __ R -- �_ _ ��OF A44 4 0.67DL+WR2 r _ = -°'.- --� p� Ssq 3. Bracing reactions are in the plane of the brace with the H pointing away 5 0.67DL+LnWndL - _ - `� � from the braced bay. The vertical reaction is downward. 6 DL+CL+LL+WL1/2 I o� JOHN A. �G,ro 4. Building reactions are based on the following building data: 7 DL+CL+LL+WRt/2 LONG' Width (ft) = 37.0 8 DL+LL/Z+WL114 Qtk 1 SEALING OF THIS DRAWING DOES NOT y Length (ft) = 60.0 9 DL+LL/2+WR1 &&&��� �� OR CONSTITUTE THAT.RIGID BUILDINGS' E.ve1 O DL+CL+AUX_1 IS THE ENGINEER OF RECORD OR THE�.. RoofON Height ise = 16. 16.2 PROFESSIONAL FOR THIS PROJECT. ONLY 11 DL+CL+Aux_2 Roof Slope nse/12 ) = 3.5 3.5 12 DL+CL+LL+Aux-3 DESIGN of THE METAL BUILDING SYSTEM Dead Load kpsf ) O FURNISHED BY RIGID IS INCLUDED. FOU Collateral load ( sf ) = 0.0 13 DL+WRI+WS t ANALYSIS. ELECTRICAL. AND MECHANI `d sSrON 14 DL+WP+LnWndL I SYSTEMS. AND/OR OTHER PARTS suPPum BY Live Load (psf = 20.0 15 DL+WR1 2+WS 2+Aux_4 ANYONE OTHER THAN RIGID ARE SPECIFICALLY ? Snow Load ( Sf ) = 25.0 / / EXCLUDED. NO INSPECTION OR SUPERVISION IS Wind Speed mph ) = 90.0 IMPLIED. Wind Code = MSC 01 ISSUE REV. DESCRIPTION DATEFgPN DESCRIPTION kEAI Exposure = B P/o PERMIT CONSTRUC11ON CUSTOMER SQUIER CONSTRUCTION INC. Closed/Open = ri Importance - Wind = 1 R'G'D.00 END USER PACHECO LANDSCAPING Importance - Seismic = 1.00 END USE GARAGE Seismic Coeff (AD) 0.12 STUTEM 18933 Aldine WoMflula LOCATION 6 JOAQUIN ROAD HYANNIS MA 02601 Houston.Tc 77073 WK or. BRN VF °"�' Phone: (281)443-9065 5 07 N 19 0 Faz:-(281)4a3-9oea '6 6 I N.T.S. "a` F3 OF 3 P/0 v o ro'o mov O C O OO �n OCo0 `coo� '0 0 ° C— • p C 1 p D e O o T OL O O o O O y. o_ r C a • u a G m C e O 9 a O coo°v ° o° ; U 'opo o � to omecaQ-C : > uCm ° o a c O V v 3 C L 0 3 o a, 1 C C vu000�ofe € 0r Qo • 00 ion, to >> - Oo a V °0p j O 3 m CO O 9 0 o C 2 0 O C C > O r-r O L m p a O G a a a00o as 3.L, Q � ° u ° \ wj. . . ,42.1 0 0 0 0 � W � 00 o 0- p z O c � N o Cl- 0� vv c d d 0 0 0 a a a U as q 1311 m N O n N O E. S3�/ E CD CA ;o oLU o•', 0. m W JC.) V ; Nv 2 E: 00 p S co x 0 m d a 0 > N c T1416 IS A SCHEMATIC FRAMING PLAN CREATED 1J ALL FRAMING LUMBER SHALL DE KILN DRIED 19%MAXIMUM BY TFB DESKsMR TO AID TI4E BUILDER. MOISTURE CONTENT. LUMBER SHALL MEET AS A MINIMUM 714E G.C.SHALL VERIFY ALL FRAMING MEMIBERS FOLLOWING DESIGN VALUES FOR Z a a a a a a AND CUILDING CODE FOR EXACT SIZE AND SPACING. A 2x STUD CONSTRUCTION GRADE F16-800,Fv-10,Fdalb2 GEC.SHALL VERIFY SIZES,FEIG14TS,AND B.2x J018TSARAFTER5 NO.I GRADE FballOV,Fv■lV WDTHS WITH THE BUILDING CODE AND OR C.POSTS NO.1 GRADE Fb•800,Fv■69,Fc■b't3 BUILDING INSPECTOR PRIOR t0 CON8IRIJGTION 2-)ALL FASTENING OF FRAMING,PLATES,SILLS,SHEATHING AND M FOR FULL COMPLIANCE. OT14ER WOOD MEMBERS SHALL BE IN ACCORDANCE WIt14 t14E DETAILS SHOWN AND MINMUM REQUIREMENTS OF THE MA88AC 4JSETTB STATE BUILDING CODE AND WFCK o WALL LOAD BEARING BEAMS SHALL BE LVL'a,SPECS BY 9J CONNECTORS SHOWN ARE AS MANtFACTURED BY SIMPSON Z !'� N BUPPLIER STRONG-TIE CO.INC. SUBSTITUTIONS MUST DE APPROVED IN q 2J ALL FLOOR FRAMING SHALL BE 12" TJI'&• 12"O.G_ WRITING BY AN ENGII�ER INSTALLATION OF ALL CONNECTORS rn W ALL HIP AND vALLY RAFTERS SMALL BE 2-ib"Lvl 's, SHALL DE IN STRICT ACCORDANCE WIT14 T14E MANFFAC70R'S a o l SUPPLIER SHALL PROVIDE ALL DESIGNS,CALCULATIONS AND INSTRUCTIONS AND MUST EMPLOY ALL REQUIRED FASTENERS. �, o 76 STRUCTURAL.ENGINEERING REQUIIW=D. 4J ALL CONNECTORS SHALL DE 140T DIP GALVANIZED. o --J 4J ALL ROOF RAFTERS SHALL DE EIT14ER 2XI2's OR 12"TJI's • o o " 3J INSTALL ALL CONNECTOR FASTENERS BEFORE LOADING t14E JOINT. I6 Or_ bJ SPLIT WOOD IS NOT ACCEPTABLE FOR ANY CONNECTIONS. �T+ o 1J ALL EXPOSED FRAMING MEMBERS 614ALL DE TREATED PER AWPA F' N o 0 C2/C9/CCA 0.25 AND MEMBERS IN CONTACT WIT14 SOIL SHALL DE TREATED PER AWPA C29/C24 CCA 0*0 JOB SITE FABRICATION `" c ° o w CUTS AND DOPES SHALL BE TREATED IN ACCORDANCE WITH o o chi AWPA STD M46 8J ALL MANIFACTURED LVL WOOD FRAMING WMPONENTS SHALL HAVE T14E FOLLOWING PWYSICAL PROPERTIES AS A MINIMUM= E•21Vx10 6PS1,Fb49W,FV440. 9J TJI FLOOR JOIST SHALL BE AS MAMPACWRED BY TRUE AND AS STNIG, SIZED �IN . ALL °� FASTENING, a AND STIFFENING SMALL DE N F I fRJT FL OO1R FL AN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQWREMENTS. +' ^d IWALL PLYWOOD SHALL DE APA PERFORMANCE RATED PANELS ��,� � IBM". 3/16" = V-0" A D '� � � WWORMING TO TI4E FOLLOWING MINIMUM REQWR1M4TS: W O O A FLOOR- 6TURD-1-FLOOR TIG,EXPOSURE 1,5/8",SPAN Gl, RATING W. O O C p .M B.WALL SHEATHING- EPOSURE 1,WN,SPAN RATING a W. 124 W O 10 A C ROOF 6hIE.4T141NG- ExP08u1QE I,I/Z",SPAN RATING>b". J a 0 0 0 ht C 2008 b Comprehensive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Build Services. No art thereof shall be copied, disclosed to others, or used in connection with an work or ro ect, i � Y PP 9 � 9 P 9 P P Y PP P Y project], than the specified project for which they have been prepared and developed, without the express knowledge and written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services shall not be responsible for construction means, methods, tech—niques, or procedures utilized by the contractors, nor for the 2 of public or contractor's employees; or for the failure of the contractor to carry out the work in accordance with the contract documents. Comprehensive Design/Build Services liability for this plan is limited to the extent of its fee less third party costs. a C« p Z O« m C O U ;aoo, Y B ° co V. T€ — EoE oopc °v o ^E o o o L mho o. a_i~= c ooa �eoc °9'Ov o$ ; $ o a"$ p a c c o c C rt u `p o,C U c ° 3 pp�3 `ob 3coQ i " ° o- o EL o r m$ o. a s° E 10--8 7�8" �' 8.-8" 9" 3t-bu ccZ -3 1/4' ?=0io«aC€`c to E r0 c w3oa ; ° ` 3 p ou ° a ,c4t 0. ,60 ° O a a Y9 a$> c ° m ° aoao ° oaa:. « o . 17�I — — ° t / / M \ ON t ELEVATION #1 ELEVATION #2 ELEVATION #3 _ SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" SCALE: 1/4" V-0" 0 O O e TOILET ELEVATION6 FlfR6T FLOCIR FLAN 0 C o 6C : 114" It-0" �2.� �R= 114" I'-0" o' ALR O p p a a a O Q Q o D13 m n n 0 t ,o n n N O E O TOILET EQUIPMENT SCHEDU LE LE CO\ �d =fix �N fir' m C N OO ITEM DESCRIPTION MANUFACTURER & # MOUNTING REMARKS _ � Iam h ° N0, d 3 o A GbRAB DARE DOOR= D-68mbx42 2`-%" A.MI1. P8NI8D dRiP 4 100LI614/0 W06 00 g B TOILRT PAPM DISPWBtR DODRICK 0-288 24" APP. GURPA=MOLrNTW c m C PAPRR TOWSL DISPBNSRR DODRICK 5-43044 GM NOTIZ A R1tC8668D D SANITARY NAPKIN DISPOSAL DODRICK 6-43b4 34" Arr. TWO COMPARTM/NT PARTITION MOUNTED E SOAP 0161111W66R BODRICK 0-822 COUNT/R MOUNTRD F MIRROR DODRICK 0-2W CATOM MA= 36" A.P.P. TO BOTTOM PIRLD vMIPY 612it G COAT NOOK (WANDICAPP/D) DODRICK 64" Arr. C NOTES : ' a NOTB A: OPSRATM CONTROLS OP ALL PAPM TOWI L DISP0461111R6, SANITARY NAPKIN DIGPW46MG AND MULTI PURPOW UNIT6 TO OR 42" Arr. NOTS D: O.C. TO PIK D VMIPY ALL SIZOS. Z a a a a a a N" Co. PROVIDB OLOCKINGt'POR ALL WALL MOUNTtD PIXTURt6 AND AGC11660011800 e a NO" 0. ALL TOIM A66R LL D8 CCORINIS SNA PROVIDSD BY OWNIM D o O � N W c O .-, 0 a C N CV Q > O d C Y o o to O 0 Q to f•'i 0 0 U U o a 0 o a w b Z 0 R � q a 0 � ° �, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Desi n Build Services. No art thereof shall be copied, disclosed to others, or used in connection with an work or project, x ght©2008 by Comprehensive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, g p g p p y p g / p p° y p j � than the specified project for which they have been prepared and developed, without the express knowledge and written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services shall not be responsible for construction means, methods, tech—niques, or procedures utilized by the contractors, nor for the o of public or contractors employees; or for the failure of the contractor to carry out the work in accordance with the contract documents. Comprehensive Design/Build Services liability for this plan is limited to the extent of its fee less third party costs. a GENERAL NOTES AND MATERIAL SPECIFICATIONS -To FHTF-� J(�e 1. The geometry shown on the plan has been compited from \ 2-�'S TDF Z" architectural plans supplied by RIGID BUILDING SYSTEMS. Alt '! Ilya �,� 1 ✓ �(�� dimensions shall be field verified prior to construction. I'12 tJr�`L}I� PAR �1 <� e t liX?.•E�(olx 4,, -_42,q,cWQ,1 IN TUC' l FOUNDATIONS: - - x ---- -- x--- u 1 . All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information, see Site Plan, by 2 t3 others. 3. Soils: Assumed net allowable soil bearing capacity, gCal(ow)=3000 1y�ya mot,�� � mot, psf , for a MEDIUM sand composition. Other soils encoun ere , contact the Engineer of Record. REMOVE SURFACE LOk1 SOILS - I ha�MtN, WITHIN THE BUILDING PERIMETER. Compact backfill soils around f perimeter with a portable vibratory compactor. Add sand/gravel mix I soil, as required during compaction to provide final grading. 4. Concrete: Minimum 28 day strength, footings, slabs or-grade T- - - T and walts: f'c = 3000 psi; att with 3/4' aggregate, designed per �- tj; American Concrete Institute Code, latest issue, max. slump = 4". - — -- �- — --- �- . `- - + Steel reinforcing bars: New billet steel, ASTM A-615, Grade L�� �_k-_ = - '�""�" _..___._..__.___.�..____._ _ �_ - - - �_ C• �� � kF o bars, �'-0" x 2'--0', 12° - vertically .,� `r--� ..�._.-_._ I - ,� 60 Provide #4 C r n e r o/c +. b.) Wire Mesh ASTM A185, furnish kflat h ets. s• -uxA- ¢� I� --� - -+- ,MAX. 25 �� sA\X '4 l 'DP vt� n� 4$ >�#>� i STEEL 1 Structural Steep BY ❑THLRS. rQl � 2. Anchor Botts BY RIGID BUILDING SYSTEMS. 3 All workmanship to conform with the American Institute 4 ►n M� 4 E'ITc-0 AT A?"5 64, MF'�4rz .-1 I` - of Steel onstruction and Massac'rusetts State Building M 1b� (t'44�' Code latest edition requirements. _ 4. Alt welds to be performed by licensea welders5. Coordinate all dimensions with Architectural Drawings, and I j -- .�pl(,AL �L�, SE�T�ot field verify where required. �_ ._-I ______.�__.W _ _.._._. .� A.0 ( t_J �} ` ,, 5 . Structural Design Loads: determined by RIGID BUILDING SYSTEMS, �� .� . r � exceeding Massachusetts State Building ode: Ll - I- cN} Deed Loads: Snow Weight Load Building- Co 2po Psfts p I l------------'- -( Wind Speed - 90 m p h I � 1 Al d�► I I I Je Fmfortiq> F(UU AIL A Q)j r'D f I I L OA- II_j ff j yO?. T of c 0s •rl;E� - I clJtlr, !"1 _� 1 itiL �ti' �1�.�;TE� ��' i✓L,Io0,4- - �E,�.�7 ='[.U•c.ONL. --�_- __- -_ �'�-1�AIZ 6Y rA > AC4 1�; CXX- SIG' LOc.AT I--D 4-'-1"x 4'- 9';r 2` V" io 4 i I 00 --- -- INITIAL ISSUE __-- - 05190 /07 NO DESCRIPTION DATE TITLE PROPOSED FOUNDATION PLAN SH OF ASS PROJEc MICHELE PROPOSED PREENGINEERED STEEL BUILDING yGv — CUDILO -4 6 JOAQUIM RDA7 No.34774 cn HYANNIS, MA STRUCTURAL MICHAEL SQUIER q�a' �3� `-)t32 BAY L ANF I NTE RV iI_LE, MA 02632 �ONAL F' IC HE- L E U D I L 0 P . E� 0y/01/07 Consulting Structural Engineer ` 123 COTTONWOOD LANE, CENTERVILLE, MASSACHUSE TTS 02632 (508)771 - 7601 JOB NUMBER 2007-- 46 DRAW^� BY 1`4 DRAWING NUMBER: SCALE AS NOTED DAT : MAy 08 , 2007 S — 1