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HomeMy WebLinkAbout0699 RACE LANE (2) E- 1' l� = i - 05, i c� {W _ _ 1 L c Q v v �x . - ) JW&` . z - \ _ ) (� & ! �v / i 1 r t1 I� r L _ I ' 1 _ ti . � f r i 1 I li v r� z Q - Qo fr _ _ Jar y 4 � 0 ? 7 • I I 1 - 7 I I , llj V) 2 U 1� O 9L � n a2 J � z — Q W — low a r t� P_ Ay. �_� i- T� �� _� � �. � y 7 'a �4 �i 1 1 V ; 0 (� N w : ^ 2 « <� � _ � . 4 mow» . : �m<���\<p \ . � :\� » ° - � \ ' . . »\ � ^ . \ ^«�: �\\ "� � � �\� t �»�Q �����\ �\ � . � »��S :�� ����© \« \ ` � � ��� ,�, .���\\. \ \���\ \ � � \. � $\� \ « <- . . /. . �� j ���\ � � : \ �� z. - . —ate :: . © -�»: - � � 4 e� � —+ - � � - © -- ��� . � . ��. . .� � —�«,- : - : .—� . . �� . ±©�s —© © � � —� : ��:—� a .�� , ,�-\ < � � . y ^ � \ / \Z%: « ? � ©\e \�\ �* > > ° $ � ��� � _ y � � � � �°© \ � � . \�� . � . : wf � � � � �\: �2� �y« \� � « � � \ � � \ � ^ . . «\,� ����\ /\ » z � . — : . � � ©_» � � : ~ � ( \ %© � � / � 2 �{ y« . < �- 7 Cr Z Z r i 1 2 3 4In E' 1 i�n �O '�� �_ <�' w 4 �.IN, i _ - r l,l / . - : � � \ - ! . e : � . © 2 w - . 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F - If- ' s yr _i ov f ait I 1 ft 'wr � Aft r 1 _t'��. ^d`�-f` :.gib • � -.e - 5 Y r� Y,. tmt k Si ma rR law � a ! - -- _ •- 't 'a arc € A _ 7 a { 1 x Now 4W r OFIME lo Town of Barnstable Regulatory Services snxi�� Thomas F.Geiler,Director i639. .10� s Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 17, 2006 Texeira Construction 633 Russells Mill Road South Dartmouth, MA 02748 RE: 699 Race Lane, Marstons Mills,MA Dear Mr. Texeira: This letter is in response to your correspondence of October 16, 2006 which we received in this office on October 31, 2006 regarding 1699 Race Lane in Marstons Mills. The first matter I wish to clear up is the"odd timed framing inspection." What"odd timed inspection?" The owner of the property requested that Jeff Lauzon stop by to take a look at the frame to see if there was any glaring issue with the frame work that was done. You also raise an issue in your letter as to how valley rafters were constructed. According to 780 cmr 3608.2.3, "at all ends of valley and hips there shall be a valley or hip rafter not less than two inch nominal thickness and not less in depth other the cut end of the rafter." If the cut end of the 2 x 8 is not wider than 9 1/4 then that works. But this is not our issue. What happened is that the valley rafters were not cut with a bird's mouth, but were slashed cut which resulted in a member that in essence was the equivalent of no more than a 2x 6 member. That is whey Jeff Lauzon felt that this was over spaned. Also by cutting these rafters in this manner you did not even follow the sectional details that were not only provided by your company but were also (we can assume by the notation on the first sheet which says drawn by DT) drawn by yourself. It has also come to my attention that the manner in which the upper structural ridge installed was done so improperly. In order fora house to vent properly it is necessary to provide channels to allow air to flow freely over the top of insulation, unless a closed cell product is used. This was not done. The rafters that are connected to the structural ridge are connected in such a way that the top of the rafter lines up with the top of the structural ridge. Now with the plywood installed the air flow from the soffit vent is cut off and not allowed to flow up as it is designed to do. Now all those bays have dead air space and potentially moisture followed by mold will collect there. Also by the manner in which Q:comrriissioner:raceln2006 this was constructed the plywood stops at the top of the common rafter. By doing this the flashing and roof shingles or roof caps lack proper fastening material. Whether or not the roof leaked or didn't leak during a rainstorm, this office doesn't know. If the homeowner was in fact using a garden hose to see if the roof leaks would indicate that in his eyes there was a problem. We do know that there was subsequent work performed by another contractor. This seemed to resolve the issue of roof leaks. The ! homeowner asked for and received the necessary information if he wishes to pursue a complaint at the state level. We have provided the homeowner the necessary information if he feels that he wants to pursue a complaint at the state level. Sincerely, Thomas Perry, CBO ' Building Commissioner TP/tls Q:commissioner:raceln2006 13TEIXEIRA construction inc. OWNwV BARNS'ABL£ 2006 OCT 31 PIS 2: 59 October 16,2006 Town Of Barnstable _N L'IVII Building Department 200 Main St. Hyannis, MA 02601 Attn:Tom Geiler, Director Regulatory Services Tom Perry, Building Commissioner Jeffrey L. Lauzon, Building Inspector, Field Inspector Paul Roma, Building Inspector. Plan Reviewer Re: 699 Race Ln., Marston Mills Rd, Map :103, Parcel 097 Please be advised we are in receipt of your letter of your odd timed framing inspection which was done before the rough electrical work was inspected. We were quite surprised at your letter concerning the valley rafters being over spanned.We have built this building in accordance to the simple plan submitted to and approved by you.As the standard practice and methods taught to me and performed by us, my former employers and on almost every building I have worked on or have seen in the past 23 years has been done in the same_manner or less.The common practice is to use the size of the common rafter used and to upslie to th'e next size.lumber doubled up.As this project would only have required a 2"x 6"rafter for the span we would have used a double 2"x 8"valley, but we upsized our rafters to 2"x 10"to get the.required insulation value so we doubled 2"X 10"for the valley.We presume that inspector Paul Roma who reviewed this simple plan thought the same that this is the proper size as he approved it for construction after his careful analysis of this area of construction.that is not referenced in the code for sizing.We relied upon his approval and duty as a licensed building inspector to inform us of any areas that would not meet code before construction and not approve a plan or areas that were not going to meet the Ma Building Code. On the matter of the building not being weather tight,this building has not any water leaks during any rain showers or storms, since we replaced a missing flashing over the ridge well over a month ago.Just to clarify your observation of seeing a leak occur during the spraying of a ridge vent with a garden hose is a method that no roofing company or testing agency approves.The force of water being squirted by a garden hose equates to Category 5 or more hurricane which above any claims or warranties of the manufacturers would be voided. As far as adding some plate straps,we would be glad to fix these areas if allowed to enter Owners home under our contract terms. ___..__.__......------ IS EJU I look forward to your reply in this matter. Sincerelji, ., I �Ouo Damien Te xeira TOWN Of BARNSTABLE President CAN&M/LICENSE/PARK/ORDA9OL 633 Russells Mill Road■ South Dartmouth, MA 02748® Telephone &Fax (508) 990-0440 www.teixeiraconstruction.com arto- , 5-rPor4 M t Pam) T � r, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel � ? Application#1111 NHealth Division (� y�j�-' ' 1 'Conservation Division q tzsPermit# 1 Tax Collecto� Date Issued S Treasurer ,� Application Fee o0 Planning Dept. Permit Fee S�o Date Definitive Plan Approved by Planning Board � � $ Q Historic-OKH Preservation/Hyannis UMITED OF BEDROOM TV Project Street Address GD / 9 Village l�{�I S`TOIDS M U=s - J �Owner M ol LLy -�t- y Address G 1 I RAMC L.N, MA-t2-STfbk\W MU Telephone 50$. Permit Request M)D 171110 tJ — (o O SE UN l S T 411 O S E o\1 q 9-- S"rl�1 Ott ,N D C f F-OV I D (Z- 12ce M o 11F R_ 6�� v�1 a Nu TrLUGf l OtJ , �Zpya 1 N r Square feet: 1st floor:existing proposed 2nd floor:existing proposed 4471) Total new S00 Zoning District __ Flood Plain Groundwater Overlay Project Valuation •e Ik Construction Type VW OOP Lot Size Z 0 r� 0 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. r Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing§Structure ITS 30 Q-S Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basemerf-Type Full ,� Crawl ❑Walkout ❑Other Basemen;Finished Area(sq.ft.) D Basement Unfinished Area(sq.ft) S Number"of Baths: Full.:existing Z new - Half:existing t7 new Number of Bedrooms: existing new y Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes lo Fireplaces: Existing New Existing wood/coal stove: ❑Yes *o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing O new size F Attached garage: '5Kexisting ❑new size Shed:❑existing ❑new size Other: - j Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 1' _ �' C"' - -Commercial' ❑Yes-- No If yes, site plan review# a' Current Use R-� ID i N'0 A-L Proposed Use R-fSI.D 5AJ_TI A-L_ -� BUILDER INFORMATION Name Ti-`IY-�-: (P-A- CotJSMuCD o N )N�Telephone Number 5 0 8 . $88'._-605 0 Address (o3"5 Q-USS`t,1-f AAIL ._S U License# 099'1 G ' p, S • NNQ7rm 6UJTp- ( AAA 02,7 48 Home Improvement Contractor# Worker's Compensation# W e -70 d l to 8 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ABC- DILSP6S4 L- 1-�g. E7:1) - DATE -4 I �� q FOR OFFICIAL USE ONLY, PERMIT NO. - DATE ISSUED - 4 MAP/PARCEL NO. ADDRESS VILLAGE OWNER, _ DATE OF INSPECTION: r '' FOUNDATION b FRAME T 12-2A �3�/f B'Z INSULATION FIREPLACE m 1� ELECTRICAL: ROUGH O FINAL PLUMBING: ROUGH FINAL GAS: ROUGH d FINAL FINAL BUILDING ca DATE CLOSED OUT - b ASSOCIATION PLAN NO. � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# X&6� I Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee r V Date Definitive Plan Approved by Planning Board . Historic-OKH Preservation/Hyannis Project Street Address MVillage M/�/� .4 irv" Owner Address Telephone Permit Requug-t\ r A /A C� AJ Ic I I IhAAAW N ( AMI WXU ivu\,/ % quare f6_�ng proposed 2nd floor:existing proposed Vtal new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 ❑Other 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 0 Oil O Electric ❑Other Central Air: ❑Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:O existing ❑new size Pool:O 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 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name i ` ��'''�` Telephone Number `7 2,8 'Address loct License# k tAfa- 6U-tgImprovement' IV`�Mn1 S M.•�..r✓S Home Contractor# 1 ` Worker's Compensation# � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 b •S A p A FOR OFFICIAL USE ONLY PERMIT-NO. DATE ISSUED MAP/PARCEL NO. z ADDRESS VILLAGE OWNER,` _ DATE'OF INSPECTION: FOUNDATION - s FRAME r INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL r :PLUMBING: ROUGH FINAL GAS: ROUGH " FINAL FINAL BUILDING S , v . 1{ DATE,CLOSED OUT . ASSOCIATION PLAN NO. i Town of Barnstable P�oF�►�r�ti o� Regulatory Services BARNSPABLE Thomas F.Geiler,Director y MASS. g �A %639. �0 Building Division TFD �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: (o11 '.Ace L, M,4a57-oe)j M,LL S number street village "HOMEOWNER": /Imes ni Y' Pe(GiQ.-t SO6 q28 S 110e, 14B ,208 97 ZZQ name home phone# work phone# CURRENT MAILING ADDRESS: (0,71 /2.4CQ L rn /Y1 i4,2 STZ'�nS ►'KA L S 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 requuts. Signature of eowner 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 The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations. 600 Washington Street y Boston,MA 02111 . °,4 r•J wwW mass.gov/dia Workers' Compensation.Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leydbly Name (Business/orpnizationandividual): Address: (,z,qg R LXrQ City/State/Zip: S MO* Phone#: 5c_�O_ 2 og, 2 8 . 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 employees (fall'and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions ,� r ed.] officers have exercised their 3.[3-l"am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. o workers' co C. 152, 1(4),and we have no. ys [N comp." § 12.❑ Roof repairs insurance required.] t employees. [No workers, 13.❑ Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their worker;'compensation policy information `• ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors.that check this box must attacbed an additional sheet showing the name of the sub-contractors and their workers'soap.policy information. 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.Lie.:#: 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify nder thep andpenalties ofpedury that the information provided above is true and correct Si afore:. Date:: Phone#: a 9 20 9'1 Official use only. Do not write in this area,to be completed by city.or town offw al City or Town: Permit/License# . Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other 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 individuat.partuership,: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. Howev.pr 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 woik-on such dwelling house or onthe 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()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)name(s),address(es)and phone number(s)along with their certificates) 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.fature 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 (ie. 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$treet� . Boston; MA 02111. :"Tel. #617-727-4900 ext 406 or•1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 wwRr,irna s.gov/dia °FTFiE ° Town of Barnstable Regulatory Services "$ Thomas F.Geiler,Director ' 039. �`0 Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us )ffice: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW 'SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which'are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: (�-' &`A'Lo-M Estimated Co90-(.I k Address of Work:. VLOL P_ L-N N1,AA5J-C;,A S nn .LL S r\N 61&`t8 Owner's Name: l • 4 ��+ �`L Date of Application I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law Fbob Under$1,000 OB ding not owner-occupied er pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. { Date Contractor Signature Registration No. � 0•5 lr �O Date Owner's Signatur Q wpfileshmLs:homeaffidav Rev: 060606 I . °FINE r° Town of Barnstable Regulatory Services r � 9� ' g' Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY - Construction Supervisor License. # ,hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# a606 t , issued to (property address) L q0L RAS& Ln mAA-5TtnS OVt,1,L.S rM�- on to S , 200!o. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLD DATE q/forms/newcontrb Y �pIKE� Town of Barnstable r Regulatory Services • '"RN ''E r Thomas F.Geiler,Director o;pra Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 2, 2006 Damien Teixera 633 Russells Mill Rd. South Dartmouth, MA 02748 RE: 699 Race Ln. Marstons Mills,MA, Map:103 Parcel 091 Dear Mr. Teixera: This letter shall serve as notice of the items that were found to need correction in a frame inspection of permit application number 20060861 conducted on September 26, 2006. First,the valley rafters which each consist of(2) 2x10's spanning more than 16 feet are over span for the loads carried. Additionally, the cut at the bottom of the valley further compromises the structural integrity. Second, simpson straps are needed where top plates are not offset 48" as required by code. Third, the building is not weather tight and appears to be a problem in either design or installation in the area of where the ridge runs into the house. Please contact this office at (508)862-4034 with any questions you may have. Respectfully, a'ey L. Lauzon Local Inspector l 3 i t; Qzoning5 r, TEIXEIRA . construction inc. -7/. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number;x.C,�S 059763. ¢irthd�te�02/t3(1966 Expires 02/13I2008 Tr.no: 17545 • Restricted 4OQ��e;�l . DAMIEN TEIXE►RAC=;9��5 23 HARLOW SANDWICH, MA 025t'i3s'r Commissioner 1 y _ �� •, ��/e {oom!nwvzuealf/ a�.,/?aaaz�c�ic�aella F�� ' Board of Building Regulations and Standards '' R HOME IM II VEMENT CONTRACTOR Ira '� ~ 118496 ReQlstrgtl_ on�� -' ►att- 2 2007 `) to Corporation F , TEIXEIRA CONS .Q.T N DAMIEN TEIXE 633 RUSSELLS.MILL RDr}ss S DARTMOUTH,MA 02748 Administrator z' 02/ 1 /00 1 633 Russells Mill Road ■ South Dartmouth, MA 02748■Telephone & Fax (508) 990-0440 www.teixeiraconstruction.com RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 �y Alterations/Renovations $ 50.00 i Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �1 square feet x$96/sq.foot= 0 d x .0041= 9(0• g plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x .0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0041= I STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= t (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 7N j Projcost i, 'Rev:063004 °ONE 1°w Town of Barnstable ti Regulatory Services 9 ,►�sa l'�'�n Thomas F.Geiler,Director fo i�9.. Building]Division. Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA b2601 www.town.barnstable..ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, �7dLf 0-7W X ,as Owner of the subject property hereby authorize IE�1 Y-ie t rU Cy N S T Q-UCP NC to act on my behalf, in all matters relative to work authorized by this building permit application for. b 9 �P�GC LA-tJ F— M -1Z5-rolq M JLC,l 4V (Address of Job) Lt/�5�0� Signature of OwnYr Date Print Name voRMS:OWNERPERMISSION 780 CMR Appendix J Footnotes to Table J8.2.1b: Glazing area is the ratio of the area of the glazing assemblies (incl'ding sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance.with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall of insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as.unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with-the other glazing. Basement doors must meet the door U-value requirement 6scnbed in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U.- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 no taus Appe„da j Table JS.2-Ib(continued) Prescriptive Packages for One and Tao-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling wall Floor I Basement Slab Heatiog/Cooling Area'('A) U-valucr R-value' R value' R-value, wall Perimeter Equipment Efficiency' Page R-value° R-veluc' 5701 to 6500 Heating Degree Days' _ 12% 0.40 38 13 19 1 10 - g 6 A Normal R 12% 0.52 30 19 19 10 6 Normal. S 12% 0.50 38 13 19 10 6 - 85 AFUE T 15% 036 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15-1. 0.44 38 13 25 N/A N/A 85 AFUE w 15% 0.52 30 19 19 10 6 85 AFUE X 18% 032 38 113 25 N/A N/A Normal Y 18% 0.42 38 19 25 1 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: t0 99 FAQ l l� , tA k STO lJ M tkS 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: L 3. SQUARE FOOTAGE OF ALL GLAZING: �7sJ'� f 0 4. %GLAZING AREA(#3 DIVIDED BY#2): i 2 /y 5. SELECT PACKAGE(Q—AA-see chart above): Q NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a i i r 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)name(s), address(es) and phone number(s)along with their cerdficate(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.Offrciah . 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 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. F" 617-727-4900 ext 406 or 1-a77-MASSAFE Revised 5-26-05 Fax ; 617-727-7749 www.mass.gov/dha Ine t-arnmuriweuua uJ JYJussucnusells Department of Industrial Accidents Office of Investigations a 600 Washington.Street Boston, MA 02111 w www mass.gov/dia Workers' Compensation.Insurance Affidavit:,Puilders/Contractors/Electricians/Plu tubers Applicant Information Please Print Lej6blY Name (Business/organization/Individual): 1 1 1, t KA-- CO N ST P-A)G_rlO N N C Address: (P''7-3 fuSScr s Mict—r f--D -148 City/State/Zip: Ph'(TAD•UT M A' 0-� Phone #: 5 a 8 . Are you an employer? Check the-appropriate box: Type of project(required): 1. .I am a employer with 3 4. ❑ I am a general contractor and I 6. ❑ New construction employees(fall and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. g Building addition_ [No workers' comp. insurance. 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] o 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their worker'compensation policy information: t Homeowners wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: i�MtAAC" 4-d AA,rG ,d UUL (JCS GO . Policy#or Self-ins.Lic. #: W L 67o0 i (p 16 Expiration Date: I ZI U7 Job Site Address: &51 �AQ L-�I 1 N1&M—rbi3S MI c:LJ City/State/Zip: 0 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500•.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t e pains andpenalties ofperjury that the information provided above is true and correct Si ature: 1�1 5 . Date: Al ' 7-1 " C'Q Phone#: • C) ' O� 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): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Flumbing Inspector 6. Other j Contact Person: Phone#: FI E tom, Town of Barnstable ti Regulatory Services Thomas F.Geiler,Director c;p.,a``� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 _ Fax: 508-790-6230 NOTICE TO THE-BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT Construction Supervisor License # 0 S`i 7(0 3 ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit # 2-00� O W ,issued to (property address) 09 F-Ace + Q M X- XQ)7yS AA I lJ on to L , 200-Lo. I also certify that on 200�, I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, 1 is submitted on the records of the Building Division. 1 . t ; 16IZ16 � LICE SE HOLDER DATE f { q/forms/newcontr r. reference R-5 780 CMR AMERICAN HOME ASSURANCE COMPANY 69194-0000 WC 895-k0-22 13781 ' --------------------------------------------- 013-82-o4o6-oo .•• NEW YORK TE I XE i RA CONSTRUCTION INC Member Companies of 633 RUSSELLS MILLS RD p SO DARTMOUTH, MA 02748-0000 tioN. American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE NAME AND ADDRESS SCHEDULE - WC990610 I.D# •. .. TPA INSURANCE AGENCY, INC. WORKERS COMPENSATION AND EMPLOYERS 10 NEW ENGLAND BUS CTR DR LIABILITY POLICY INFORMATION PAGE ANDOVER, MA o 181 o-1096 CORPORATION IRENEWALRED IOUS �LICY NUMBER 0o6700168 OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go6lo ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the Insured's mailing address FROM o4/12/06 TO 04/12/07 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ SOO.000 policy limit Bodily Injury by Disease $ SOO.000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ Co CT DC DE FL GA HI IA 10 IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ NM NV NY OK OR PA RI SC SO TN TX UT VA VT WI ITEM4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Estimated Total Rate Per Estimated Remuneration Premium Classifications Code Number ❑ ❑ m tlunera on X Annual 3 Year X Annual 11 3 Year SEE EXTENSION OF INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES $316 EXPENSE CONSTANT(EXCEPT WNERE APPLICABLE BY STATE) $284 MA MINIMUM PREMIUM 5500 MA TOTAL ESTIMATED PREMIUM $9,075 If Indicated below, Interim adjustments of premium shall be made: ❑ Semi-Annually ❑ Quarterly Monthly DEPOSIT PREMIUM ENDORSEMENTS(FORM NUMBER) SEE-ATTACHED FORM SCHEDULE - WC990612 02/13/06 PARSIPPANY 82 Issue Date Issuing Office Authorized Representative we 00 00 01 39967 INSURED'S COPY F't5/17/2006 17:20 5087583478 rIAHUNEY LUABER pAuc_ dal u; Double 1-314" x 11-7/8"VERSA-LAM®2.0 3100 SP Roof Beam1RB03 BC CALL®9.2 Design Report-Us 2 spans No cantilevers i 0/12 slope Wednesday,May 17,2006 16:51 Build 141 File Name: TEIXEIRA.BCC Job Name: PERRY Description: RS03 Address: 699 RACE LN Specifier; City,State,Zip: MARSTONS MILLS,MA Designer: Customer. Company: Code reports: F-SR-1040 Mise, 12 00-00-00 15.00-00 130.1.3/4" B 1,3-1/2' 62.1-314" DL 0 Ibs DL 3898 Ibs DL 1520 Its RLL 1003 Ibs RLL 5576 Ibs RLL 2216 Ibs Total of Horizontal Design Spans=21•00.00 Load Summary Llue Dead Snow Wind Roof Li%* Tag Description Load Type Ref. Start End 100"/" 90% 115% 133% 1206 Trib. 1 ROOF LOAD UM.Area Left 00-00-00 21-00-00 20 psf 30 psf 12-00-00 Controls Summary value %AII le Duration Load Case Span Location Disclosure Pas.Moment 11476 ft-Ibs 43.2% 125% 173 2-Internal Completeness and accuracyof input must Neg.Moment -13075 ft lbs 49.2% 1260/6 5 1-Right be vertfied by anyone who would rely on End Shear -3097 Ibs 31.4% 125% 173 2-Right output a$evidence ofsultabllltyfor Cont.Shear 4765 Ibs 48.3% 125% 5 2-Left particular application.Output here based Uplift 134T Ibs n/a 173 1-Left on building code-accepted design Total Load Defl. L/445(0.404") 40.4% 173 2 p�2W and analysis methods, Inst�Oatbn Of BOISE engineered wood Live Load Defl. U742(0243") 48.6% 173 2 products must bo in accordance Wth Total Neg.Defl. -0.044" 5.9% 173 1 current Instauation Guide and applicable Max Defl. 0.404" 80.9% 173 2 building Codes.To obtain InrI21lation Guide Span I Depth 15.2 n/e 2 or ask questions,please call (8W)232.0788 before Installation. Cautions BC CALCO,BC FRAMER®,AJS- Uplift of 1347 Ibs found at span 1 -Left. ALLJOISTO,BC RIM BOARD-,BCI@, BOISE GLULAMTM,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAM0,VERSA-RIM PLUS®,VERSA-RIMO, Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRAND*a,VERSA-STUD®are Design meets User specified(L/380)Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(0.6")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1.12". Minimum bearing length for 51 Is 3-5/B". Minimum bearing length for B2 is 1.1/2". Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min.end bearing+ 1/2 Intermediate bearing Member Slope=0,consider drainage. Connection Diagram �{b d a I \ a minimum=2" c=7-7/8" b minimum=3' d=12" 1 page 1 of 1 i 05/17/2006 17:20 5087583478 MAHONEY LUMBER PAGE 01/03 r. BOISE" Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALL®9.2 Design Report-US 1 span(No cantilevers 1 0/12 slope Wednesday,May 17,2006 16:07 8ulld 141 Job Name: PERRY File Name: TEIXEIRA.BCC Description:R802 Address: 699 RACE LN Specifier: City,State,Zip: MARSTON MILLS,MA Designer: Customer: Code reports: ESR-1040 Company: Misc: ° o 12 � y _ 80.1-314" 11-00-00 DL 4177lb$ 81, 1.3/4" RLL 5416 Ibs DL 4790 The RLL 6214 Ibs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live TaoD89crl Lion Loed T e Ref. Stara End 100% 90% 115% 133% 125% Tfib_ _1 ROOF LOAD Unt Area Left 00-00-00 11-00-00 20 psf 30 sf 06:00-00 2 GABLE RIDGE PNT LOAD Conc,Pt. Left 06-00-00 06-00-00 2900 Ibs 3630 bs n/a 3 RAFTER ROOF LOAD Trapezoidal Left 00-00-00 88 pif 120 pif n/a 4 ROOF RAFTER LOAD Trapezoidal Left 06-00-00 06-00-� 0 plf 0 pif n/a 0 pif n!a 5 11-00-00 88 plf 120 pif n/a r �.1/ALIE Y RAFTER PNT-LOAD'Conc.Pt: Left 06�00�00 0�00 00 4004`Ibs 5360 Ibs n/a Controls Summary value °A Allewabl® Duration Load Case SDan Location POs,Moment 49207 R-Ibs 70.2% 125% 5 1 -Internal End Shear -10298 Ibs 51.6% 125% 5 1 -Right Total Load Deft. U534(0247") 33.7% 5 1 Live Load Defl. L/948(0.14") 25.4% 5 1 Max Defl. 0.247' 49.4% 5 1 Span/Depth 8.3 n/a 1 Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(0.5")Maximum bad deflection criteria. Minimum bearing length for So is 2.3/8". Minimum bearing length for B1 is 2-314". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Member Slope=0,consider drainage. i i Page 1 of 2 I I r 05/17/2006 17:20 5087583478 MAHONEY LLHBER PAGE 02/03 �E Triple 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Roof Beam1R1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 10112 slope Build 141 Wednesday,May 17,2006 16:07 File Name: TEIXEIRA.BCC Job Name: PERRY Description: RB02 Address: 699 RACE LN Specifier; City,State,Zip: MARSTON MILLS,MA Designer: Customer: Company: Code reports; ESR-1040 Misc: Connection Dia ram Dlsciosure f b ( d ""7 Completeness and accuracyof Input must be verified by anyone Who would rely on • • • output as evidence of suitability for particular application.Output here based c ! i on building code-accepted design • • properties and analysis methods. e o �j o Installation B Products must be d in accordance vith current Installation Guide and applicable building Codes.To obtain Installation Guide a minimum=2" c=12" or ask questkm,please call b minimum=3" d= 12" (800)232-0788 before installation, e minimum=3" BC CALCO,BC FRAMER®,AJST°', Connection design assumes point load is'top loaded'. For Connection design atslde-Ipaded'paint loads, ' ALLJOISTS,BC�RIM BOARD- 90I0, . please consult a technical representative or prot'ssional of Record, t3015E GLULAtv1 SIMPLE FRAMING Nailing Schedule applies to both skies ofthe member. SYSTEM®,VERSA-LAM®.VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS©,VERSA-RIM®, Connectors are:1 Bd Sinker Nails VERSA-STRANDTM,VERSA-STUCO are trademarks of Boise Wood Products, L.L.C. I Page 2 of 2 I I ,1)4/24/2006 14:49 5087583478 MAHONEY LUMBER PAGE 03/04 Single 11-7/8" AJSTm 20 MSA , JoietWUl BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, April 24,200614;55 Build 141 16"OCS Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Perry Description:J0i Address: 699 Race Lane Specifier: City, State,zip:Marston Mills' MA Designer Customer: Teixeira Const Company: Code reports: ESR-1144 MieC: - o 00,2-1r2" LL 533 Ibs DL 133 Ibs LL 533 Ibs DL 133 Ibs Total Horizontal Product Len o 20.00-00 Load Summary Live Deed Snow wind Roof Live Tag Deacriotlon Load a Ref. Start End 100 90% 115% 133% 125%1 Standard Load Unf.Area Left 00.00-00 20-00-00 40 psf 10 psf OCS16" Controls SUMmary value *A Allowable Duration Load Came an Location Pos. Moment 3237 ft-Ibs 73.6% 100% 1 - DiselvsUre c c 1 -Internal Completeness and accuracy of Input must End Reaction 653 Ibs 57,1/0 1O010 i 1­Left be verified'by anyone who would rely on Total Load Defl. U430(0.55") 55,8% 1 1 output as evidence of suitability for Live Load Deft L/537(0.44") 89.3% 1 particular application.Output here based Max Dell, 0.55" 55.0% 1. 1 on building code-accepted design Span/Depth 19.9 n/a 1 properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow Products must be in accordance vJith Dtsarinq Supports Dfm fL a VJ) Current uis Value su Member Material building codes.tTo obtain Installation ion Gulde and GuideBO Wall/Plate 2-1/2"x 2-1/2" 667 Ibs 25.1% n/a Spruce-Pine-Fir or ask questions,please call 61 Wall/Plate 2-1/2"x 2-1/21 667 Ibs 25.1% n/a Spruce-Pine-Fir (800)232-0788 before installation, Notes 8C CALOO,SC FRAMER©,AJSTa Design meets Code minimum(U240)Total load deflection criteria. ,eC f91M BOAR[)TMa• BOISE GLULAM- SIMPLE FRAMING Design meets User specified(U48O)Live load deflection oriteria. SYSTEM®,VERSWI-AM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria, PLUSO,VERSA-Rime, Composite El value based on 23/32"thick sheathing glued and nailed to joist. VERSA•STRANprm,VERSA-STUD®are trademarks of Boise Wood Products, '.Page 1 of 1 �04/24/2006 14:49 5087583478 MAHONEY LUABER PACE 04/04 RightF'AX 4/24/2006 3:09 PAGE 2/3 Rigl tF'AX ]�G Truss TIUS9 Type QI.Y Ply oy3495 Soo SCt 1 1 Job Rodt wcQ (optional) wood Struceires,Inc., ddetord,ME 04005,WTek IndLwles,Inc 6.200 s 1ul 13 2005 MITek Industrle Inc. Mon Apr 24 1 :02:35 2006 %ge i rr 0 5-6-4 10-" +„ 145-12 20.0.0 TO�Q 1.0-0 5-6-4 4-5-12 4-5-12 5 6 4 1.0-0 Bea T 1;3&1 US= . • 5,00 1Z 2x4- ZX4= 3 W1 cps- e Y 'ix10= 6 Ib axe 2.5D US Q C)�r8 16-0-0 19 8 B Q-0 0-3-8 9 8 ti 4 8 1 0-3-8 late Offsets Y : 2:0 3.O D•1-8 6:0 3-0 0•1•8 LOADINOpA- SPACING 2-M C91 ®EFL in (be) U+efl Lid PLATES GRIP VCLL .. 30.0 Plate Inareae 1.15 TC 0.42 Vert(LL) 0.29 2-8 >I 26 240 NiT20 197/144 (Roof Snaen�30.0) Lumber baease 1.15 BC 0.73 Vert(TL) -0.67 2-8 >; 51 18D TCDL •10.0 R Stress Incr."...'YES WB 0,31 Horz(fl.) 0,34 6 i/e n/a FICLL 0,0 C� SOCA/Tp12002 (t4atrlx) Weight:64lb IICDL 10.0 LUMBER BRACING 1UP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Slrumral v ood sheatlting directly applied or 10T CHORD 2 X 4 SPF 165OF 1.5E 3.4-12 OC p lrlim WEBS 2 X 4 SPF 1650F:I.5E*Except*, BOT CHORD Rlgld cellin( directly applied or 5-5-15 oc bracing. W2 2 X 4 SYP Wo.2 r itE ncli ll9(Ib/size) 2�1077/0-3=8,6=1077/0-3-8 :. . "'Harz 2 7-�;173(lWd.cese 7) 1fpl1fl2=-605(bad case 6),6a605(bad case 7) IORCES(b)-"Maximum Campre�5idr1/Maximum Tension TOP CHORD 1-2=0(32,2-3p-1419/1719,3-4^2631/1014,+,Ii=-2531/1045,5-6--3419/15l"D,- 6-7=0J32" tut timimw pages 1648/3164,5.8=•1324/3164 IVEBS i : f 64/24/2006 14:49 5087583478 MAHONEY LUMBER PAGE 02/04 RightF'AR 4/24/2006 3:09 PAGE 3/3 Rigt tFAX 3113 Truss•..•.. Truss Type Qty Ply °5345s rrd ]Ob(isle ranee(optlan3l) Wood StrucWres,Inc.,Blddefard,ME 04005,Mrrek Industries,Inc. 6.200 s Jul 13 2005 M ek ndusMe: Inc. Man Apr 2415:02:35 2006 Page 2 }Wind:ASCE'7,98;`12*Oq')h;ti�5f1;TCDL=5.OpsF,8ML=5.4sP,Category II on ;Up C;enclos A,MWFAS gable end none;cantilever left and right 0049ed;I.uni6&DOOM'i.60 plate grtp DCL=1.60. ).Unbalanced snow loads Mwe been ga,sldeired far this design. :)Tlils.tsuss requires plate Ui tlon.per.ffie Tooth Count Met en flits truss is dtMzn fc quality assurance inspection. Bearing at joint s)2.,6 COnEWS parallel to grain value using ANSIITPI 1 angle to grain far Dula. Building designer should verify capacity of bearing wrfiaae.„ �)Provide'mechanical Connection(byothers)of truss to bearing plate Capable of withstanding 505 10 uplift at joint 2 and 605 lb uplift at joinx 6_ ' IDAD GSE(S) Standard 05/17/2006 17:20 5087583478 MAHLQJEY LLU18Ek rIA6L (J:j/Ui r a $E- Double 1-3/4" x 11-7/81' VERSA-L-AMQ)2.0 3100 SP Roof BeamIRB03 BC CALL®9.2 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,May 17,2006 16:51 build 141 File Name: TEIXEIRA.BCC Job Name: PERRY Description: RB03 Address: 699 RACE LN Specifier: City,State,Zip: MARSTONS MILLS,MA Designer: Customer. Company: Code reports: ESR-1040 Mlsc: 12 1111111111 -T~T FTT dk 05.OMO - T 16.OMO BO.1.3hr 81,3.1/2' 52,1-314" DL 0 Ibs DL 3898 Ibt DL 1529 Ibs RLL 1003 Iba RLL 5576 Ibs RLL 2218 Ibs Total of Horizontal Design Spans=21.00.00 Load Summary Live Dead Snow Wind Roof Li%o Tap Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 Trib 1 ROOF LOAD Unf.Area Left 00-00-00 21-0"0 20 psf 30 psf 12-00-00 Controls Summary value %A112!Ole Duration Load Case Span Location DIaCIOSute Pas.Moment 11476 ft-Ibs 43.2% 125% 173 2-Internal Completeness and accuracyof input must Neg.Moment -13075 ft4bs 49.2% 126% 5 1-Right be verified by anyone who would rely on End Shear -30971b3 31.4% 125% 173 2-Right output as evidence of suitability for Cont.Shear 4765 Ibs 48.3% 125% 5 2-Left particular applicaWrt.Output here based Uplift 1347 Ibs nla 173 1-Left on building code-accepted design Total Load Defi. L/445(0.404") 40.4% 173 2 properties and analysis methods. Installaton of BOISE engineered vgod Live Load-Defl. U742(0243') 48.6% 173 2 produets mutt bo in accordance Wth Total Neg.Defl, -0.044" 5.9% 173 1 current Installation Guide and applicable Max Defl. 0.404" $0.9% 173 2 building codes.To obtain Installation Guide Span/Depth 15.2 n/e 2 or ask questions,please call (8W)232-0788 before Installation. Cautions BC CALC®,BC FRAMER®,AJS'm, Uplift of 1347 Ibs found at span 1 -Left. ALLJOISTO,BC RIM BOARD-,9CIO, BOISE GLULAMTM,SIMPLE FRAMING Notes; SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, Design meets Code minimum(L/180)Total load deflection criteria. VERSA-STRAND*~,VERSA-STUD®are Design moots User specified(L/360)Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(0.6")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1.1/2". Minimum bearing length for B1 Is 3-5/8. Minimum bearing length for 82 is 1-1./2". Entered/Displayed Horizontal Span Length(s)`Clear Span+ 1/2 min.end bearing+ 12 intermediate bearing Member Slope=0,consider drainage. Connection 014kCirem Lib d a a minimum=2" c=7-7/8' b minimum=3' d=12" Page 1 of 1 MAHONEY LUMBER PAGE 01103 r E` Triple 1-3/4" x 16"VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 SC CALL®9.2 Design Report-us 1 span(No cantilevers 0/12 slope Build 141 Wednesday,May 17,200616:07 Job Name: PERRY File Name: TEIXEIRA,BCC Address. 699 RACE LN Description:R802 City,StatQ.Zip: MARSTON MILLS,MA Specifier: Customer: Designer: Code reports: ESR-1040 Company: Misc: - o 12 B0,1.3/4" DL 4177lbs RLL 5416lbs 81, 1.3/4' DL 4790 Ibs RLL 6214 Ibs Load Summary Total of Horizontal Design Spans=11-00-00 Taff 0e9crl Non Load T Live Dad Snow Wind Roof LIB 1 ROOF LOAD Areastart End 100% 90% 115°/. 13�/. 125°k 2 GABLE RIDGE PNT LOAD Conc.Ft. Left 0-0p 11�-00 20 psf Tab' 3 RAFTER ROOF LOAD 2900 Ibt 30 psf XPX-00 Trapezoidal Left 00-00-00 pIf 3630Ibs n/a 88 4 ROOF RAFTER LOAD Trapezoidal Loft 06-00-00 06.00- 0 pf 120 pif n/a O pff O pff n/a 5 VALLEY RAFTER PNT LOAD Conc.Pt. Left 08.00-00 06-0ap 88 p� 0 pif n/a 4004 Ibs 120 pif n/a Controls SUmrtla Val % 5360 Ibs rt/a Pos.,Moment Allowable Duration Load t:eae g atfon End Shear 49207 ft-Ibs 70.29�0 125% 5 -10298 Ibs 51.6% 125% 1 -Internal Total Load Deft. U534(0.247") 33.7% 5 1 -Right Live Load Defl. U948(0.14") 25.4% 5 1 Max Deft. 0247" 49.4% 5 1 Span/Depth 8.3 5 1 n/a 1 Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Uve Ioad deflection criteria. Design meets arbitrary(0.5")Maximum bad deflection criteria. Minimum bearing length for So is 2.3/e". Minimum bearing length for 81 is 2-3/4". Entered/Displayed Horizontal Span Lengths)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing Member Slope=0,consider drainage. Page 1 of 2 F 00i 1(/401jo 1 r: 4u -'Duo i:jo34 e G Hr-ir IV14C f LL4"IUL"r: f"nUL uc, V E` Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam1RS02 EiC CALL^,®9.2 Design Report-US 1 span I No cantilevers 10112 slope Wednesday,May 17,2006 16:07 Build 141 File Name: TEIXEIRA.BCC Job Name: PERRY Description: R802 Address: 699 RACE LN Specifier, Cityi State, .Tip: MARSTON MILLS.MA Designer. Customer: Company: Code repOrts: ESR-1040 Misc: Connection Diagram DlsGlosur® b d Completeness and accuracyof Input must a , be vedtled by anyone who would rely on T' P c • output as evidence ofsultabllityfor T P8dcular application.Output here based 1cl ! on building code-accepted design ysis methods. e o J e o Installation oOPOrtiftn of BO Sand IE engineered„cod produots must be in accordance vM current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" e=12" or ask questions,please call b minimum=3" 4=12" (800)232-0788 before installation, is minimum-3" BC CALCraI,BC FRAMER4D AJSTM Connection design assumes point load is'top•baded'. For connection design ofslde4oaded'point loads, ALLJOISTS,BC RIM BOARO'"A SCIO, please consult a technical representative or prot-ssional of Record. BOISE GLULAM7SIMPLE FRAMING Nailing schedule applies to both skies ofthe member. SYSTEM®,VERSA-lAMO,VERSA-RIM Concentrated loads are not considered in side load anallsis. PLUS@,VERSA-RIM®, Connectors are:1Bd Sinker Nails VERSA-STRAND-,VERSA-STUD®are trademarks of Boise Wood Products, L.LC, Page 2 of 2 05/17/2006 17:20 5087583478 MAI-CINEY LUMBER PAGE 03iO3 f t Double 1-314" x 11-7/81'VERSA-LAMO 2.0'3100 SP Roof BeamIRB03 BC CALL®9.2 Design Report-US 2 spans No cantilevers 10112 slope Wednesday,May 17,2006 16:61 Build 141 File Name: TEIXEIRA.BCC Job Name: PERRY Descriptlon: R803 Address: 699 RACE LN Specifier. City,State,Zip: MARSTONS MILLS,MA Designer: Customer. Company: Code reports: ESR-1040 Mlse, 12 05.OD-00 80, 1.3/4" 61,3 1/2' 62.1-314" DL 0 Ibs DL 3898 lb:; OL 1520 lbs RLL 1003 Ibs RLL 5576 Ibs RLL 2216 Ibs Total of Horizontal Design Spans=21-00.00 Load Summary Live Dead Snow wrid Roof Li,* Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250b Trib. 1 ROOF LOAD Unf.Area Left 00-OMO 21-0"0 20 psf 30 psf 12-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 11476 ft-Ibs 43.2% 125% 173 2-Internal Completeness and accuracyof input must Neg.Moment -13075 fl4bs 49.2% 121546 5 1-Right be verified by anyone who would rely on End Shear -30971ba 31.4% 125% 173 2-Right output as evidence of suitability for Cont,Shear 4765 Ibs 46.3% 125% 5 2-Left particular application.Output here based Uplift 1347 Ibs n/a 173 1-Left on building code-accepted design Total Load Defl. L/445(0.404") 40.4% 173 2 properties and analyses methods, Installaton of BOISE engineered wood Live Load Defl. U742(0247) 48.6% 173 2 products mutt be in accordance vdth Total Neg.Defl. -0,044" 5.9% 173 1 current Installation Guide and applicable Max Defl. 0.404" 80.9% 173 2 building codes.To obtain Installation Guide Span/Depth 15,2 n/e 2 or ask questions,please call (800)232.0788 before Installation. Cautions BC CALCO.BC FRAMER®,AJS'1 Uplift of 1347 IbS found at span 1 -Left, ALLJOISTb1,BC RIM BOARD-,SCIO, 8OISE GLULAMTM SIMPLE FRAMING Notes SYSTEMS,VERSA-LAMB,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(U180)Total load deflection criteria. VERSA•STRANDw,VERSA45TUD®are Design meets User specified(LMO)Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(0-6")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1.1/2". Minimum bearing length for 01 Is 3-5/0". Minimum bearing length for 82 is 1-1./2". Entered/Displayed Horizontal Span Length(s)¢Clear Span+1/2 min.end bearing+ 112 intermediate bearing Member Slope=0,consider drainage. Connection Diva ram b d a a minimum=2" c=7-7/6" b minimum=3' d=12" Page 1 of 1 GUCJO 1!;zu OUb r OdJ4 rb 61AHONEY LUMBER PAGE 01/03 r. �/ - Triple 1-3/4" x 16"VERSA-LAMA 2.0 3100 SP • •ac cALc�9.2 Design Report.us Roof BeamIRB02 Build 141 span f No cantilevers 1 0/12 slope Wednesday,May 17,2006 16:07 Job Name. PERRY File Name: TEIXEIRA.BCC Address: 699 RACE LN Description:RB02 Chy,State,Zip: MARSTON MILLS,MA Specifier: Customer: Designer: Code reports: ESR•1040 Company: Misc: o 12 80,1-3/4` 11-00.00 - OL 41771b6 RL.L 54161b6 61, 1.3/4' DL 4790 The RLL 6214 Ibs Total of Horlwntaf Design Spans=11-QQ op Load Summary Ta oe9crl tloe Load Two Stan Enci Live DOW Snow Wind Roof 6-%1 ROOF LOAD Lint Area Loft 00-OQ-OQ 11-00-00 100% 90% 115"�� 33% 125°,6 TrSb. 2 GABLE RIDGE PNT LOAD Cone.Pt. Left 06-00-00 06-00-00 20 1psybs 0 30 psf 6.OQ-00 3 RAFTER ROOF LOAD Trapezoidal Left 00-00.00 2900 lbt 68 3630 Ibs n/a 4 ROOF RAFTER LOAD Trapezoidal Left 06.00.00 06-00-0() p if 0 plf 120 pif n/a 0 Of n/a 5 VALLEY RAFTER PNT LOAD Cone.Pt. Left 06.00-00 11 0-�pp 88 P f 0 plf n/a 4004 Ibs 120 plf n/a Controls Summa yaI 5360 Ibs n/a Pos.Moment Allowable Duration Load Ceae 9 n atlas End Shear 49207 ft-Ibs 70.2°10 125% •10298lbs 51.6% 125%, 5 1 -Internal Total Load Defl. 5 1 -Right L/634(0,247") 33.7%, Live Load Defl. L/946(0.14") 25A% 5 1 Max Defl. 0247' 49.4% 5 1 Span/Depth 8.3 n/a 5 1 1 Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L1240)Uve Ipad deflection criteria. Design meets arbitrary(0.5^)Maximum bad deflection criteria. Minimum beating Length for So is 2.3/8'. Minimum bearing length for 81 is 2-3/4'. Entered/Displayed Horizontal Span Length(S)=Clear Span+1/2 min.end bearing+ 112 intermediate bearing Member Slope=0,consider draina9e. Page 1 of 2 IUJi1!!GUUO 1 f GtJ JUG i:J d.J41�_ 1'IitirIV1YC'i LLV"I L'L'fC f ril7C VGr VJ E` Triple 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Roof BeamIRB02 BC CALL®9.2 Design Report-US 1 span I No cantilevers 10112 slope Build 141 Wednesday,May 17,2006 16:07 Job Name: PERRY File Name: TEIXEIRA.BCC Address: 699 RACE LN Description: RB02SpecifiEr City;State,Zip: MARSTON MILLS.MA Designer: Customer: Company: Code reports: tESR-1040 Misc: Connection Dia ram Dlaclesu►® b d Completeness and aacuracyof Input must a • • •`� , be verified by anyone who would rely on output as evidence ofsultabllityfor c Per4cular application.Output here based on building code-accepted design • • Propertied and analysis methods. e c o o Installatlon of601SE engineered woad products must be in socordance vith current Installation Guide and applicable building Codes,To obtain Installation guide a minimum-2" c=12" or ask questlons,please call b minimum=w d=12" (800)232-0788 before installation, e minimum 3" SC CALcD,BC FRAMER®,AJST", Connection design asaumed point load is'top-loaded. For connection design ofslde-loaded'point loads, ALUDIST@,BC RIM BOARDTM SCIO, please consult a teohnleat representative or protssional of Record, BOISE GLULAL47 ,SIMPLE FRAMING Nalllrg schedule applies to both sides ofthe member. SYSTEMS,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM®, Connectors are:18d Sinker Nails VERSA-STRANDT",VERSA-STUD@ are trademarks of Bolse Wood Products, L.LC; Page 2 of 2 06-29-2006 11:31 JEREMY SPRAGUE 5084780531 PAGE:1 }` Urr� : ,lf41 Metal 9C Medway Road Milford, MA-01�757 Techno i�eta! Post ' �f a t'pnce: �5U9)078-0530 Foundation Solutions of MASS. Fax ,4U8A7Q--(1531 C\N'„eg11r' wWW !Nr..nnCl.mPtc�Ippst c c.ifc Facsimile Cover Sheet 1%.4 td Company: l�uuti ,. klet4lwe- _.- . ►�a,✓�o � 'hone: Fax Ord ?It 3v From: Jeremy Sprague Email- Date. - Number of pages including this cover page: Message: � f i 5!. • 11 1. 1? RO 11: II' TWWNAOOW Poo of Meg. AL -= _ _. ` r PAN 0101 �.: Milford, 4 ,. .. .,. 4 II wr A OF NO UPWO OF ----------- . l F:" low 1•._ .7.__ �, M TOWN OF BARNSTABLE 4 BUILDING PERMIT PARCEL ID 103 097 GEOBASE ID 5211 ADDRESS 699 RACE LANE PHONE MARSTONS MILLS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 78350 DESCRIPTION 3BR SINGLE FAM. PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services TOTAL FEES: $25.00 g y BOND $.00 111E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 'RAM FD MP'1 BUILDING DIVISIO Y DATE ISSUED 08/04/2004 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 103 097 GEOBASE ID 52.11 ADDRESS 699 RACE LANE ;k PHONE MARSTONS: MILLS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT - DISTRICT CO PERMIT 73442 DESCRIPTION ADD ATT GARAGE/STORAGE ABOVE,FM RM&BDRM PERMIT TYPE BADDI TITLE BUILDINq,.PERMIT ADDITION CONTRACTORS: PROPERTY OWNER Department of -ARCHITECTS: ) Regulatory Services TOTAL FEES: $569.34 BOND $.00 �tME CONSTRUCTION COSTS $138,496.00 434 RESID ADD/ALT/CONY 1 PRIVATE * 0_ • . snxxsrnat.�, • 039. QED ' BUH1DING DIVI_ ION,' %• BY DATE ISSUED 12/08/2003 EXP,IRAT'ION DATE O (/ 2 d �'., TOWN OF ARNSTABLE 1 � P IB LTG PERMIT PARCEL. ID `103s09'T 9 EOBASE ID 5211.- . ,ADDRESS:' �-"699 ,RACE:.LANE . .�,�t ' , PHONE. MARCTONS' MILLS ZIP- ✓ LOTI x•J� J�f BLOCK LOT SIZE DBA .f - f' DEVELOPMENT DISTRICT CO PERMLT,=r . 7342 DESCRIPTION ADD ATT GARAGE/STORAGE ABOVE,FM RM&BDRM , ; ' PERMIT TYPE:". BADDI TITLE BUILDING PERMIT ADDITION COANTRAC OR&z?," PROPERTY OWNER Department of ,ARCHITECTS:,.) Regulatory Services 'DOTAL ..FEES': J4 $569.34 ;JBOND a ;: $.00 pfrVIM CONSTRUCTION COSTS $138,496.00 ., N . 434 RESID' ADD/ALT/CONV ,�• 1 ' PRIVATE 01 * BARNSTABLE, « 039. BUILDING DIVISION' ►�_ BY - DATE -ISSUED 12/08/2003 ,j EX P;I TiON DATE THIS PERMIT CONVEYS NO RIGHT,TO OCCUPY ANY STREET,-ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTIONNVORK: ..APPROVED PLANS MUST BE RETAINED ON JOB AND pLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION /6E REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS 'HAS BEEN MADE.WHERE A•CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- ANICAL TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE INSTALLATIONS.• 3.INSULATION. - OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS I VISIBLE B ILDING INSPECTION APPROVALS PLUMBING IN PA10VAjS P U.EL;�CT ICAL INSPECTION APPROVALS ,I 2 2 - 2 / ,1 D. r S Ta, NG�Qsw C wrAcl w, 'Tii cU�veP<<e t. `fo uT ,4L A go j9 n 07,0.7-e. l i 3 V r,1;7i X1 H. ° N` NSA CT4bN APP 4LS 4 -r NG NEERING DEPARTMENT J�, J oj� / / © `��� 2 ®A BOARD OF HEALTH OTHER: C— -.�44A.f - SITE PLAN REVIEW APPROVAL ��-Gy F K SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-. NOTED ABOVE. TION. 5 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ! n Parcel .�, Permit# '74y2 2 Health Division ()Q3- qAV 113 03 3 _ Date Issued 2)g)03 Conservation Division DFC `3 A lication Fee16 d D PP �; Tax Collector� .� J� �� Permit Fee :519 3 Treasurer MUST EE Planning Dept. _ INSTALLED IN CONIPLIANC WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL COD`ANL Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address P q 1 AUL-. Village i" 1I 6l__V..�-- -(OV�� ,��AA t US Owner -T0 y1^ J c2py— Address WLk_ Telephone 42A -31gI Permit Request 'IACI� i.�7t►nG�1�OS . Y eS Lh 41 Q(AC- i1�15 .�1-� �P.�.� C&J—a KAS ILI N,t'j�,✓ CO'A_Cv,e-VLC' -t a r��c T i irn `—a y t I l � TST)N� Square feet: 1st floor: existing proposed 52-� 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati& Construction Type Lot Size A o Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. O Dwelling Type: Single Family $f Two Family ❑ Multi-Family(#units) Age of Existing Structure ' Historic House: ❑Yes No On Old King's Highway: ❑Yes VNo Basement Type: )6 Full W Crawl ❑Walkout ❑Other '' ,, ''�� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `7" -0 Number of Baths: Full: existing new Half: existing - '- new -19-"' Number of Bedrooms: existing new —49" Total Room Count(not including baths): existing new 2- First Floor Room Count Heat Type and Fuel: `�}`l Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing New C� Existing wood/coal stove: ❑Yes ` (No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size (( Barn:❑existing ❑new size Attached garage:Cl existing* Xnew size 14,aZ Shed:❑existing new size 14y-14 Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# .. Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM ,THIS PROJECT WILL BE TAKEN TO l/ln<'�i.�- a� r SIGNATURE DATE ZI 3 l 0" , FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED _l MAP/PARCEL NO. 3 , ADDRESS VILLAGE OWNER _ DATE OF INSPECTION: ` FOUNDATIONL44� 0 y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y'3 FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. • _ __ _ The Commonwealth of Massachusetts Department of Industrial Accidents ' Office o/%yest/gatians t 600 Washington Street_ Boston,Mass. 02111 Workers' Cmn ensation Insurance Affidavit name: _J 1-! c location: l�/ "l"I [ '`rA L- \A/\ (� ci V�• S TtJ vxS M t ��I S hone# "���-j L{'� I am a homeowner performing all work myself. g -494LH I am a sole prc netor and have no one worldn inany capacity %%-----%/G/%%%----- I am an era I rovidin workers' compensation for rap eml es working on this job. /per S ,}+•r,:.i;•}}:4\,}'ri}?:4+:•}:•:•:a}}+G}il:.}%.y};•❑ "J�'Ty •a:{4'•ii:!r ..n X;:y}^i: ..? ..X::$'ti?'<}"+ 2^:%•`.!}t'v.}r• r. .:.:•h4\..n.6:tt•}}':.: ..........p.........�i....,. .r v:vv•:•.,•.v.w:.%?•;•Y.••:ayi:v}:4•a;?.;::•.;:v;.:,vfi'•. ....:%:r4+r::v::.:. h{•.v}..:..,hv):,•.:v,. ........ .... .....k...:,.... ..,r..r \:...:..}.:....... ....n,.,.....,...n,,.,•r......:..,•.t......:........... :}::4}F:•}Y:4ii•r::.},.;i.n�}.'t{r�::.}:.:.rh•..::•.,,?.;}:•.4..:{{:?: ....... v:n..:n} :Y.•.,:... ..n.. .:.:.t. :ri• ........r... ..,::•... .....,.r........ ,.... ,.:.... 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Faflm a to aecart coverage as repair ed raider Section 35A of MGL 152 can lead to the tunpositlon of almitml penaltin of a fine to S1,5011.00 aadlor ons yam,'}mpdsonmeat as weIl civil penalties in the form of a STOP WORK ORDER and a Sae or 5100.00 a day against tad I understand that a copy of this statementtnay be fontarded to the O}Hce of Investigatlotu of the DIA for coverage veriIIatioa. I do hereby certify under the pars and penalties Hof fpeerjury that the information provided above is tra2lp and correct signature w� Date 1 I Z o Print name jol�' o►�t-�Zwk Phone# 3c 49 44 $ - official we only do not write in this area to be completed by city or town oifidd city or town: perudt/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑selectmen's Office (]Health Department contact person: phone#; - ❑Other, O v;iad 9195 PUa Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,neitherthe commonwealth nor any of its political subdivisions shall enter into any coact 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. MEN i' Applicants _ please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate-of ftmu nce as 0 affidavits 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 ensation policy,please call the Department at the number listed below. are required to obtain a workers' comp City or Towns 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 perm license number which will be used as a reference number. The affidavits may be retumed't0 the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 amce of fnvesugsuons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 . �oFt►+etgiti Town of Barnstable Regulatory Services sAxrrsraers. Thomas F.Geller,Director 9 MAM `bA Building Division lED MP'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date ' AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. * p Type of Work: Q•PW C(��� '�v)l 4- M0 ` tnmted Cost b�f coo Address of Work: VK Owners Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 Building not owner-occupied 1 0wner pulling own permit Notice is hereby given that: OWNERS PULLING TEEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: i Date Contractor Name Registration No. I i( W���',,._.pp__ OR� ILZ W� Date Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE --New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING St,�.q 169 Rozy 3 �s square feet x$96/sq. foot= , x.0031= plus from below(if applicable)' ALTERATIONS/RENOVATIONS No OF EXISTING SPACE �-� o square feet x$64/sq. foot= 9_l WQ x.0031= Z� plus from below(if applicable) GARAGES(attached&detached) (o!(o square feet x$32/sq.ft. x.0031= ACCESSORY STRUCTURE>120 sq.ft. 99�120s 50 $35.00 750 sf - �a0 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: - square feet x$96/sq. foot= x.0031= � STAND ALONE PERMITS Open Porch (number)x$30.00= . ✓Deck x$30.00= (number) ',fireplace/Chimney I x$25.00= As' 18 O (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 519 3 y projcost I 7za CMR Appafdh J Table J5.11b(continued) exud With Fossil Fuel Pmeriptn'e Psek.agd for aAe%Ad Txo-FS=4 Rssldentw Buildlagf El IIMLfM Eg ooling M` Mt7M Walt floor t3ascrneat Slab Glazing Glaring Celling pcimew Mcienc}' Arcs'('/.) U-value R-valuca R-value' R-Yalua� R y d , &valuaT page 5701 to 6500 Resting DeBM Da Norain7 13 19 10 6 0.40 31 6 NamusI Q 1Z'h O SZ 3a 19 19 la 6 a5 AFUE 25 g 12/. 0.50 33 13 19 N/A N/A Nomaa! 15'/. 036 39 13 6 Normal. T 19 19 10 iS AFUE U 15'/. 0.44 3S A 15'/. 0.44 39 13 N/A 13 AFUE Y 19 19 1 6 W 15'/. 0.52 30 NIA Normal 18`/. 0.3Z 38 13 25 T]- . N/A Nomtal X 33 19 25 6 90 AFUE y I8'/. 0.42 ISY. 0.42 3s 13 19 6 gO.AFVE Z 30 19 19 f0 ' dkA 18% 0.30 �C4 1. ADDRESS OF PROPER 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS; 3. SQUARE FOOTAGE OF ALL GLAZING: 2`�S 4 �/a GLAZING AREA(#3 DIVIDED BY 92): o g, SELECT PACKAGE(Q--AA-see chart above); DETERMININGOF ENERGY REQUIREMENTS NOTE: OTHER MORE INVO 5V OR THIS INFORMA METHODS ARE AVAILABLE. A BTION- UEDING INSPECTOR APPROVAL: YES: N0: q-f0rms-f9 80303 a 780 CMR Appendix J Footnotes to Table.l4.2.Ib: ass doors, skylights, and Glazing area is the ratio of the area of the glazing assemblies ('including sliding-glass basement windows if located in walls that of tlhose e total conditioned 'lazing areacmayut excluding be excluded frome doors) to the U-valu eequiremente gross l area, expressed as a percentage. Up to 1/o g For example,3 ft'i of decorative glass may be excluded from a building design with 300 ft'of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table 11.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. The cailing.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation,thickness over the exterior wallswithout R�9Pression,u�sulatio n Ceiling R-30 v aloes represent thon may be e sted for R-38 em of cavity insulation and R-38 insulation may be substituted insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing, and internor insu lation na l.For plus R 6 insulating sheathing.ement could be met Wall requirements apply o by R-19 cavity insulation OR R 13 cavity in p woad-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. s The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%be ow grade must conditioned mceC the same R-value requirement as above-grade walls. Windows and sliding glass basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-vauue .requirements are for unheated slabs.Add an additional R-2 far heated slabs. e If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5. If you plan to Install mar than one piece of.heating equipment or morel than one piece of coaling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town seo•Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R•values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. ested b) Opaque doors in the building en erluP acmcordaust ncee IL U-value no with the NFR greater test pro educe o n 0.35.Dtalcen fr000r amues must be the door Utvalue ' and documented by the manufactur U-value rating for that door is not available, include the in Table J1.5.3b.If a door contains glass and an aggregate glass area of the door with your windows•eand use ranent(i.e.,may have a U opaque door�valueue to greatr than 035). ermine compliance of the door. One door may be excluded from this requirement c)If a ceiling,wall;floor,basement wall,selges f the area-weighted average R-value is greater than or crawl space wall component includes two or more or areas equals o cam different insulation levels,the component P or door components comply f the area-weighted average U- the R-value requirement for that component.Glazing P value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). qx�: v: h ACA5 i-,4lYg- L � 7 vE VY 9ru�rhJ�van/►? � � � ���: . �.• •' �o xz�als I U W SE17S Z A a TOWN OF BARNSTABLE, MASSACHUSETTS ASSESSORS MAPS po2�lp� - /fj19 7V J"/O, /0 3 -et C �t t CIO fit. ODE�Ia $ARNSTADLQ .H-� •et° ' J FAIR6QOtln1DS Vt 6OLF CO✓R36 CM-104-3?00) • .O�a I� •e � {� 41, - E 4 Ac Opp �J Se n° ,,VENUE 04C ?J 21e 130 ke ® o•�3 •aJ 2eo 23 22 /a.,� sr 4� 46 AC P19 24 47 AC 23 48AC <1 .96 9 IpJ 0- 109 f io 2 qJ $ 31 SjAc ? SO 08 ACto ?J 29 1v AVENUE ® s a .96AC 260 1304 40 ➢ c. E A N E 130 18 240 e. 37 61 50Ac•s 96 LIryGTOry y0 1 i 9L 39 48AC O 56 AG 040 56 a0-,, 2 41 ` L aea• .ae�- e, e6 I� V 52 M Is9 'Ac 49AC i� O O B� 0 ? 4 .}T AC O I.00�C. I j a T9 O ^ g5 49 r 6 Ac r O J y 1.0 o e3 48 09 Ac r v 8L 47 48AC y ; 91 q6 As Ac 164 2 45 •peat %so + '53 ro 43 44 47AC r3o AVENUE o %7AC O 0 49AC 46AC OD 1N O 0 9 130 IZO 130 120 130 120 - t ?> AR 120 62 135 120 63 52Ac 54 q1 64 Al AC Sj ATAC Loos 82 �\ - 65 47 Ac O v16 2 68 67 66 A7AC O ® 4 ® ' �� 47 AC 47 AC 41 94 B Eby q2 "lI 461 AC V .AC .41 Aa . O Ijb g 70 41 Oc 69 46 AC 115 ;S `0 Q4 23 C .54AC 1 . 15 AVENUE S6 9 51 9�9 I 57. NAVEN .140 ATE 42-3 co ^ ..c NEW Iao 1.o4AC- 1J 20 60 . O .04 o� 72 . ,�9 12J 73 49AC .50 AC Ijl •:J �C .50 AC 103 - J 14 -� 0 4T AC 42-4 O I.00AG e 00 Io 47 AC 3 48 O ) :.00AC. ' .Ioi'u B®i$r=- BC CALC®2003 DESIGN REPORT - US Monday, December 01,2003 08:21 1 i Single 11 7/8" BCI® 600s; SP File Name: J Jatczak.BCC:J01 Job Name: Description:SECOND FLOOR JOIST Address: 699 Race Lane Specifier: City State,Zip: Marstons Mills, MA Designer: Joe Madera Customer: John Jatczak Company: SHEPLEY WOOD PRODUCTS Code reports: NER 594, ICBO 5208 Misc: Standard Load-40 psf l 10 psf OC Spacing 16" 01 a w: Ak BO, 1-3/4" 61, 1-3/4" 533 Ibs LL 533 Ibs LL 133 Ibs DIL 133 Ibs DIL / Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: . No Control Type Value %Allowable Duration Load Case Span Location Moment 3333 ft-Ibs 60.4% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 667 Ibs 54.4% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U448(0.536") 53.6% 2 1 Construction Type:Glued Live Load Defl. U559(0.429") 64.4% 2 1 Max Defl. 0.536" 53.6% 2 1 Live Load: 40 psf Span/Depth 20.2 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for B1 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building User Notes code-accepted design properties DESIGN ASSUMES NO ROOF OR CEILING LOAD and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE.GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and AJS'm are trademarks of Boise Cascade Corporation. Page 1 of 1 I BC CALC®2003 DESIGN REPORT - US Monday, December 01,2003 08:21 Single 11 7/8" BCI® SODS SP File Name: J Jatczak.BCC:J01 Job Name: Description: SECOND FLOOR JOIST. Address: 699 Race Lane Specifier: City,State,Zip:Marstons Mills,.MA Designer: Joe Madera Customer: John Jatczak Company: SHEPLEY WOOD PRODUCTS Code reports: NER 594, ICBO 5208 Misc: Standard Load-40 psf 110 psf be Spacing 16" s ;x M^KM :; _. BO, 1-3/4" B1, 1-3/4" 533 Ibs LL 533 Ibs LL 133 Ibs DL 133 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3333 ft-Ibs 60.4% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 667 Ibs 54.4% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U448(0.536") 53.6% 2 1 Construction Type:Glued . Live Load Defl. U559(0.429") 64.4% 2 1 - Max Defl. 0.536" 53.6% 2 1 Live Load: 40 psf Span/Depth 20.2 n/a 1 Dead Load: 10 psf ' Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for B1 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. . particular application. The output above is based upon building User Notes code-accepted design properties DESIGN ASSUMES NO ROOF OR CEILING LOAD and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM'BOARD rm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and ..AJSTm are trademarks of Boise Cascade Corporation. i Page 1 of 1 I• Town of Barnstable Regulatory Services • Thomas F.Geiler,Director seaxsrMIA 94,, %639, ��.� Building Division lED 1A°� Tom Perry,Building Commissioner 200 Main Stree% Hyannis,MA 02601 ice: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE E%EMPTION Please Print DATE: JOB LOCATIOI I�I z �-- h't (Mrsi-y vv S Kills number street village �IOI�owNER^: TD k t✓\ J CA cl ct ' W - ) 1 ICI�-L[$ name home phone# work phone# CURRENT MAILING ADDRESS: city/town state -zip code The current exemptimfor"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. Signs .4 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 laek 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 fora/certification for use in your community. ..The Town of Ba*rnstable rjmL Department of Health Safety and £nvironmental.Services BuildingDivision 367 Main Street,Hyannis,MA 02601 , .8-862A038 ' i8.790.6230 PLAN REVIEW ►wner: o�v� �� a Map/Parcel: l a 3 O 9 rZ roject Address' �99 R�e LA Builder: >'fWER. Che following items were noted on reviewing: AckW -z 77 Invoice CAPE COD MECHANICAL SYSTEMS July 28, 2004 8'FRUEAN WAY Summary: GRILLES S. YARMOUTH, MA 02664 Invoice#: 5425-107 508-394-7501 Due Date: 8/27/2004 Job Date: 7/28/2004 Bill To: Job Name: John-Jatczak John Jatczak PO Box 687 699 Race Lane W. Yarmouth, MA 02672 Marstons Mills, MA 508-398-4844 Job Tel 508-367-1287 CELL Item Code Description Hrs/Qty Price Amount Proposal to install a warm air system. Installation to include: A/S AUX060 92%condensing furnace located in basement of the addition, hung horizantially in crawl space Metal insulated duct work, flex supplies, floor supplies for first and second floors. (9 supplies and 3 returns all filtered) All gas piping, wiring, labor and materials included This invoice covers receipt of(2)4 X 12 Floor Supplies and (1) 8 X 18 Floor Return covered under this installation. L Total: $0.00 All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon delays beyond our control. An interest rate of 1.5 percent per month will be added to all unpaid balances due over thirty days.Purchaser agrees to pay all costs of collection, including attorney's fees. Terms: upon receipt THANK YOU FOR YOUR BUSINESS 1 r . '1 - .-. ' .....:._ .,. .r,. :•�-w. y.vf _ w. .1.. i�.,- •.. - ':ter � �`^v r^.a .. 'T't� •;,;T!;"�`�Y rr ii'r: .. `oFIHEip The Town of Barnstable BA LE.MASS. Department of Health Safety and Environmental Services � 9 MASS. 0a . i639' prFOMP�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location �`1 Pur IP L Permit Number '�3 'l`I Z Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ( t� I luf �I e� �'PPc\Pc� �•v� rc»� SVS�tius �K. ��/�ih �J F, re5 .p ineP kp. sAit r wav --o se(6x� �oo� D is �e1 r,5 c 1SP /Y I' ,rnGx rx' ' i�S1Un Y\PP�eC` rkT-`tlUA [ VIAC� kA r) Please call: 5p08-862-40388 for re-inspection. Inspected by ll b-- i Date y 0 y r ccA21(E . _ _8.. M Iod W cc oz 1 O V % LLI o w ? LLJ zm 1a N+ f� �,� �Oww03 I N ' v{ Q 0 PP Cr! i O 799 TzAcf LA�cr- ; M/-vt2-sMoQ m u-s .'MA-, , IMPGRTANT - UPGRADE REQUIRED - ( A STATE BUILDING CODE REQUIRES THE UPGRADING OF s��� DETECTORS REVIEWED I� 1�Z`GA-5 vSt I - I erL-D 131 G,C SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. gARNSTABL'E BUILDING DEPT. DATE ® O O K F}?,to W/ IA fir U I 11�5 -�Cl� i^ >�p - NOTE: A SEPARATE PERMIT iS`REiNIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT, FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ALL Umete- T� '31- V--D SPF 2- f-ff (z- uwersS S? 0, < r Ak ccrZ z D Lu - L W10 PD.W S AN D t(Z 1`1 V►JOSS .9 Flp-c1 rt riv7 c � • 8.2 i CTN 30-7- ^�� " F I-W30 .-....._..-�..,__ •_ _.... -.�.. s �..-.� ..�.._..�.- - -_..-x�-^a+}..._..x�r.a�._.--..�„ _- _ .c Y'�'"� - _...+�..a a._.�..--.S__. _-r.•.._._ -_, .. _.-.. _... ........_. _ �_2.--.�_„�.A-�._�. 1 _.�- _ i. ffSSCA LZ i �`� = 1 a L Fos 2D Abl) m PAS 7- o r 795 9-Ac-t- LAwE-, /v\ s TOPS MILLS M�4 Pa�-v IVY �49AK5 �s p s\( 3/ f-E4 WCA- Vg�u x . f5 %VW RO L I.I NGf ouN D DTI b N , PLA4 ,-� 3aa lx i.. 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Rou S,H-INCr1FS M o D i FY F uo V_A V8 'Coy_ FLY C� fart r- STt'Luc 'U�2.�- -� �. 5� . t . ` 10' �"; .�'. ' ' •'__ : _ ' _ Po " �6 'A A-�_ _ ` , - r '�,�,`P'£'- T 'FIZ_OPd Sz D .�,�,J: W W— AVW,,C,. S 4 I060 'jfAAS `�` 0 12-CS ���;; , , :� k S " cf�<<� vsJ �-xlS-t'�i�C�- ,n 1126Dx_ P14 �Nl Y 12/z I-IfA-D?R-S' ...mac- _ tyv`L!C /( Q w4L- 4` EX. 21NA i it/`�LVL . N' Z ® LOq 90OF I ST r-Lo o ?- R o o r= •TAU�� `\ �L ' i ! r' O ��. - - ► .. 1. _ - f,ZlD 3/4 dcr zZx lo: VAS L�� I�� 'S �00� ScA V4rl I/Z - I � � °Z ! � ►�T' �j 15,06 �'` i� A ID Ao, delt4lli .S I 2 of7L (b e D,�, A,(L- (� 0" _ . . f ST(( AI.Ps z slp-S i Co.AU2�-_r'�, WALL / t PoSTS -PO A ,� ?- x2,A+ x Z��D�C�� CleoSy4� A. Soo Psi Cow ® , ? Xo v3s 4 ° S 0 .. Lo S CA- v�ea� i I - SMOKE DETECTORS O.K. o o. I' eck Y �A T� LE BUILD16,3 DEPT. CL CL CL NEW SMOKE DETE"TOR REQUIREMENTS ARE NOW LAW. EVEN THE ADDITION OF A Ll v 1 Vl q NEW BEDROOM WILL TRIGGER AN UPGRADE OF THE SMOKE DETECTORS I RO6✓vl QUVvI FOR THE WHOLE HOUSE. YOU MUST PLAN ACCORDINGLY AND HAVE YOUR ELECTRICIAN TAKE OUT THE APPROPRIATE PERMIT AT THE FIRE DEPARTMENT. c e 4-e v- cA,4- o v-) .e V,/ C. o vi c,4-,r(okcA-r oVl hn IV) G� hwpw ol � 1 L4 ( ak -e U04-1 co:v c-4Eli] I I FFvvti , - ,4 �O VCA4-- tag vi s 4-v u C,4-' (1-fy� Leo us..� VIOL It 44 0 levc �+ t ova 1 w cove ( o eX�s�iv�r� L4� 7 J ��dc�. VeKi �sPG�h I+ ur n . . ,. , CcGIGt✓ CkdIA ck o (i vi + v) [' I P 0 u r� �I r � \ c Zo'',crc�Hof►►� 't \Ok \ ` tpotse �N of 61 me w� CA,4^'t S P �Fo ti da1 . ( - 20,E x Z.O x I. w a.1 Fo U V�, CL Ct.4- 1 o v1 E t e v a,4-- r =. FV-OV4 fib`► 2 --FV 1A VI dat-to VX- i L4 0, 2-o ire ha r eot. 55 e- -P®04 Iyi-9 N e::w 4-o . e x s+-t v^ -F-v.L4 h dam+I V\ �x S box pla-�e Ex Is +( vl,-q H �vt s I i v� s«,<<ct-f a r ri le t� - 2 � w t� ;��5+ Inl.�►n5 e�S SIe � tcoi e- v\Z VI/ ; - 3 � 5 �e✓ `j°�st hah�y�vS S o ver bwl k �ea� S �F- oo vvi. ivi, z 0 x 2--2- w t o (S+ k\a-veS trl-,t0uvV��� j LL 1+4' vs of- Zi 10 —� ' -W t v- �..O l v ► ',�� 2 X ro55Lq -�� J Doak os 3. 414 IN vi x kk T d-&- ply wocA x F-l oo v J o z 7111 ON _ F0 UA o� a 4 iv vN L i T In B. vv.; 17, FO .PAW Q 6 VI, z4r S.ry w�'`M i3ed r oowi vuxl k OP T _ 2oov� 13cdvoowi 10 �8 ' s� Floor- F [ OOV"- PL-o-vi pv-o posed- ek 1Sfi) v j houa Floor vva. oto r kv-1 vi 0 no D-0u S C7— Ft Place_ "�basewteh+ q'41 oov-- . 000 r �-rnee- wall w rpom 2 2, kh 3 1 NUI(A PT G-cv-d-tv- 4X4 Vt eO 0 PT rr PRY, z . d V,o0.w1 }1-s �L x �D lZa vs w 1, ic) Gt� 0 1�W