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HomeMy WebLinkAbout0100 LONGWOOD AVENUE I DD l�.o r woeoc� �� ve, `. 1 i �` (N\\1�\ V V l�. o �► � � � � � � � � � � � Q � �o � � ,� ��. _ _ ._ _ _ _ . +I � y` I Town of Barnstable Buildin �."'"' w � � %'; �"»w`" � �*. `s.....: �a ..�.;' x �::•:. .� �'"��..,i � ..'�.,`� �S� c,,.:' �. $.... ' ?*ter.'a � :3":a'� �;r�t, g � Post?ThisCGard So�That rt �sible'F.rom the Streets A roved'Plans Must,be:=Retained on Job andthist_Card Mustbe,Ke`\t °` 1AxTS8TAW8, ' 9om3' ,$'.ax : a 3. ..< «31P1'. t•.'z "x "i.asi° s�3 q M" Posted UntiFzinal 039. Inspection Has Been Made , €Where azCertificate;ofOceu a"nc sRe u�redsuch:Burldm shalFNotbe�Occu �ed,unt�l a Final Ins ect�on has beenRmade at• � Permit P Permit No. B-18-2924 Applicant Name: Approvals Date Issued: 09/1.0/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: • 03/10/2019 Foundation: Location: 100 LONGWOOD AVENUE, HYANNIS Map/Lot 287 089 Zoning District: RF-1 Sheathing: Owner on Record: PAGE,CHRISTOPHER I TR r, Contractor Name` Framing: 1 y' �" ` 2 Address: PO BOX 145 Coritractor.License HYANNIS PORT, MA 02647 _ Est Protect Cost: $4,200.00 Chimney: b Re17rm�t F : Description: Reroof ee $35.00 Insulation: Pr �Fee Paid ' $35.00 oject Review R eq i '� 9/10/2018 Final a Date 7 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aifii `issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl cation and the'approved construction documentsafor which this permit has been granted. WWW70 All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by taws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street ors`roadand shall be maintained open for public inspection for the entire duration of the RK work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bwldmg an Fire Officials are proided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing '. Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health. Work shall not proceed until the Inspector has approved.the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f• Town of Barnstable *Permit# Ex� �s Building Department Fee 6 months from issue date BARNST,mLE, ,.�P Brian Florence,CBO MASS. ,�$' 2018 Building Commissioner 200 Main Street,Hyannis,MA 02601 BAR �, www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 287-089 Property Address 100 Longwood Avenue Hyannis Port,NM IN Residential Value of Work$ 4,200.00 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Chris Page 100 Longwood Avenue Hyannis Port,MA Contractor's Name Mark Macallister Telephone Number 508-889-2441 Home Improvement Contractor License#(if applicable) 133744 Email: mark.macallisterna,gmail.com Construction Supervisor's License#(if applicable) CS-079358 ®Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner © I have Worker's Compensation Insurance Insurance Company Name Star Insurance Co. Workman's Comp.Policy# WC0632030 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ® Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to New Bedford Waste Services Sandwich,MA ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. / SIGNATURE: 7 c/TUG C:\Users\decoll ik\AppData\Local\Microsoft\W indows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRESS.doc 09/26/17 4 7. OFF + BAMMJIM '""M 1639. Town of Barnstable A`0�' FpN10� Building Department Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Chris Page ,as Owner of the subject property hereby authorize Mark Macallister to act on my behalf, in all matters relative to work authorized by this building permit application for: 100 Longwood Avenue HyannisPort,MA (Address of Job) Signature of Owner U Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\W indows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRES S.doc 09/26/17 J . 37Ye Conintomvealth of Massadiuselis Deparhwit of Indusoial Accidents Oj*e of Investigations 1P 600 Washington Street Boston,MA 02111 wrvrv.mamgov/dia Workers' Compensation Insurance Affidavit Bu ilder-/Contractors/EIectricians/Plamber s Applicant Information Please Print Legibly Name(BusinessfOiganimitioaltn&vidual): Macallister Building,Inc. Address: 64 Ebenezer Road City/StatdZip: Osterville MA 02655 Phone#: 508-428-3408 Are you an employer?Check the appropriate boa: Type of project(r 4_ am a general contractor and I P Ject(required): I 1.® I am a employer with 2 ❑ g 6. ❑New construction employees(full and/or part-time)-* have hired the sub-contractors 2-❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑.Remodeling ship and have no employees These sob-contractors have g. ❑Demolition working for me in any capact employees and have wosiers' capacity. 9. ❑Building addition [No workers'comp.insurance comp•insurance•, required-] 5. ❑ We area corporation.and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF]Plumbing repairs or additions myself o workers' right of exemption per MGL my [N comp- 12.®Roof repairs insurance requked.j B c.152,§1(4X and we have no employees.[No workers' 13.0 Other comp:insurance required-] *Any applicant that checks boo;#1 mast also fill out the section below sbowing their Viers`compensation policy iafarnotian. 1 Homeowners who submit this affidmmit kwharting they are doing all worth and then hire cumde contmctars mast submit a new affidavit indicating sash TContractors that cbeck this box must attached an additional sheet showing the name of the sub-contrutoss and state wbetr or not those entities bare employees. If the sub-contractors have employees,they imin provide the worken'camp.policy number. I am art employer drat is providing ivarkers'eonipmsation insurance for my eit44Weea Below is the policy and job site information. Insurance Company Name: Star Insurance Co. Policy*orSel€-ins.Lic.#: WC0632030 Expiration Date: 3/01/2019 Job Site Address: 100 Longwood Avenue City/State/zip: HyannisPort,MA 02647 Attach a copy of the workers'compensation policy duration 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 S 1,500-00 and/or one-year imprisonment,as well as civil penalties in the farm 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 i» .ce coverage verification. I do hereby certify under thtepains at enahties ofpedkuy that the information provided above is Mw and correct Si Date: 9/4/2018 Phone#: 508-428-6408 Official use only. Do not write in this area,to be compheted by c*or town official, City or Town: PermitlUcense Issuing Authority(circle one): 1.Boated of Health 2.Building Department 3.Cytyfrowa Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ,4CC) 04/13/CERTIFICATE OF LIABILITY INSURANCE DATE(M /2018 1r) 018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathy Silvia NAME: The Fair Insurance Agency Inc. NN Ext: (508)775-3131 (FAX No): (508)790-1677 619 Main Street E-MAIL ADDRESS: kathy@thefairagency.com Suite 1 INSURER(S)AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURERA: Evanston insurance co INSURED INSURERB: Safety Indemnity Ins.Co. 33618 Macallister Building Inc INSURER C: Star Insurance Company 18023 64 Ebenezer Road INSURER D: INSURER E: Osterviiie MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 17-18 updated REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MWDDY EFF MM/DD EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 500,000 MAGE TO RENTED 50,000 CLAIMS-MADE � A OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ 10,000 A 3EM4506 08/11/2017 08/11/2018 PERSONAL&ADV INJURY $ 500,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 1,000,000 X POLICY ECT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: Employee Benefits $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ 250,000 B OWNED I SCHEDULED 6248835 10/12/2017 10/12/2018 BODILY INJURY(Per accident) $ 500,000 AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ 250,000 AUTOS ONLY AUTOS ONLY Per accident Underinsured motorist BI $ 250,000 UMBRELLA LIAB �r... OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y 1 N 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? � NIA WC0632030 03/01/2018 03/01/2019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Hyannis MA 02601 GuCi ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ' Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrkji640 bpy.rvisor CS-079358 E.A'pires: 08/12/2020 l l MARK A MACALLIS. 64 EBENEZER'�RD OSTERVIL 026355� - jtiZ))5S I3��� ' Commissioner �, ���� C�a�nriianiunu�C�rr�lvCiusd<t��icaa/�i r office of consumer Affairs.&Business RegufaLon f HOME IMPROVEMENT CONTRACTOR` 's Registration val.id for individual use only Qh '; :'TYPE:Individual before the expiration date. of found return.to: Reaistratio Expiration ; Office of Consumer Affairs and Business Regulation i 08/02/2019• ; 10 Park Plaza-Suite 5170 Boston,MA 02116 f MARK MACALLISTEA4 i t ` MARK A.MACALUSTER 64 EBENEZER ROAD, !- ' _ Not valid without signature yty OSTERVILLE MA 02655 undersecretary - € R a 1 FOR OFFICIAL USE ONLY APPLICATION# z -DATE ISSUED MAP/PARCEL NO. } .ADDRESS VILLAGE OWNER f ,G DATE OF INSPECTION: FOUNDATION J FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL AA FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ♦ ry 1 ' The Commonwealth ofMassachusetts Department of Industrial Accidents _ Office of Investigations' 600 Washington Street Boston, MA 02111 i wwlv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PIease Print Let7iblY Name (Business/Organization/Individual): rC: • L-A C�C- Address: 1.IL (LID L:- City/State/Zip:Qe-;,;;►at+� �` AN n't-GSA`' phone.#: 60$ 2-7-1 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ❑ I am a general contractor and I 6 ❑New construction employees (full and/or part-tim.e).* have hired the slab-contractors Listed on the'attached sheet. T. ❑Remodeling ..2f 1 am a sole proprietor or'partfler-' These sub-contractors have S. '❑Demolition ship and have no employees employees and have workers' 9 ❑Building addition working for me in any capacity. comp. insurance. [No worker's'.comp.-insurance 10.❑ Electrical repairs or additions required] S. ❑ We are a corporation and its • 3.El I a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12_❑Roof repairs insurance required_] t c. 152, §1(4);and we have no 13.❑ Other employees. [No workers' comp. insurance required_) *Any applicant.that checks box#1 must also fin out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub contractors and state whether of not those entities have employees. if the sub-contractors have employers,they must provide,their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure io secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of craniri4l penalties of a fine Lip 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 certi nder the pains and penalties ofperjury that the information provided above is true and correct Date: Z Z 0 — Si ature: Phone#: Z- 21 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other' as . Information and Iiistructions 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 adeceased employer, or the receiver or tiustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartinents 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 m 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 fo the performance of public work until acceptable evidence of compliance�rith the insurance r• requirements of this chapter have been presented to the contracting authority.' Applicants Please fill but the workers' compensation affidavit completely, by checking the boxes that apply to youz situation and, if necessary,supply sub.contiactor(s)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 rm be returned to the city or town that the application for the peit 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. fn 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 fo any business or commercial venture (i.e. a dog license or permit to born 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 ladustrial Accidents Office-of layestigatiGns. 600 Washington Stxeet Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE - Fax# 61772777749 Revised 11-22-06 www•mass.gov/dia } / CF'I.A 4VIICHEiE \tiG CUDILO 0 No.34774 1� U STRUCTURALIz J t. . Pq G(Ztt5t97 STQ �-1)AID J r J VAcT .tK�r�c:tl l _ 3 -Y-. -`�il ` �Iv}'OF_.O " - . C) Sn-O psF 44o. I j.p7F(LAM--e�T�i2:5...._sE-fcaWa T�KDP05'Q�4 5SC HENTAt E--� i�11ac vs 1 _ MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville, Massachusetts 02632-1979 mcudilo®comcast.net RESIDENCE MODIFICATIONS Drawn By: MC Date: O 2-/p /09 Drawing 100 LONGWOOD AVE. scale: None Rev. o 14 7 TI HYANNISPORT, MA File Name: � Project No.: 2oos� S i1— 1 iw I/ Y'N,i 1 A.,d_. i--, —r A , I-) —J 7 t •` PHONE NO. 305 36 2474 Feb. 11 2009 O6 53PH P1 .JE:D 05 35 PM CLEVELAN� STEED -�18!t',0096 •e � .�• F� �. `. � t))) 7'hemaaP'.G.ofter,Director• ' per ��`�-. �' �--..,._..,-�,.�...;:;,•;�ner • Torn rcrry, nn4u.n� uwu * �rl 200 Main Rtt664 iiY�nn,y,MdA • WVf'W.to`vq.bxrn6tapia.ma.us pl ' Fax; .$09-796-G230 � , (7f�'ico: 508-8C;z-q•O�B i ar= 'Property Owner iYit % in ^umplcte aid Sign This'Sectian If Tjsi zg.A. Buildet ec Si /I(40)lr QCI%/% Cg g r i�4r pub, 10 ;e hctebv a,utLarize _ ;e i.n,all truttas scla:iw tg wont auQhozarcd by this huilding perm(it�apZ�ucatio�a zoa(A AC -- al at nt .... to 5' cute 6k rowuer () 15a.te a nr, , �!�( nir Y t Nr*me `'• pG Please cams [etc the ROM co,waers Siee�s= �r y.n .w,C..� gr-r-v,- �f0.t rmit P 1,I1't5�crry vn� rry--o Exemption Pom ot► s - �r i+ - iMassachusexts- Department of Public S.ifetN Board of BuildinLn Regulations and Standards Construction Supervisor License License: CS 75573 ' Restricted,to 00 �e EDMUND V>LACEYJR 137 STURBRIN3t DR +{> v. OSTERVILLE, MA-02655 Expiration: 9/19/2011 Col unissiu°P�' Tr#: 4667 Office of Consumer Affairs&Business Regulation License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Reg istrationV,�, 1,29816 10 Park Plaza-Suite 5170 ExpiratfonE---11812011 Tr# 291490 Boston,MA 02116 Type;jPJj iduaf g .( Ems a EDMUND V. LACEY UR' EDMUND LACY`JR{ � w ' 137 STURBRIDGE�LIwR OSTERVILLE, MA 026575 Undersecretary Not valid without signature V °ptHE r Town of Barnstable Regulatory Services + BAMSrABLE. MASS. Thomas F. Geiler, Director fn M9. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 December 9,2009 Mr.Edmund Lacey 137 Sturbridge Drive Osterville,MA 02655 Re: 100 Longwood Ave.,Hyannis Dear Mr.Lacey, The purpose of this letter is to remind you yet again of the need to comply with 780 CMR 5110.3.For the past six months,despite several reminders,this has not happened.Please be advised that if a permit is not applied for by the end of this month,I will have no choice but to send a formal complaint to the BBRS for a license review. Also,on February 20,2009,a building permit was issued for the above referenced address which read in part to, "...bring existing deck into setback requirements."This same deck was constructed several years ago without a permit and continues to be in violation of Zoning Ordinances 240-7,section B,and 240-13,section E.To date no effort has been made to bring this project into zoning compliance and during our most recent conversation,you indicated that the owner,"...did not want to remove the deck."Please advise your customer that unless zoning is complied with by the end of this month,he will be subject to tickets and fines of up to$100 per day with each day constituting a separate offence. If you have any questions about either of these matters,please contact this office and your anticipated cooperation is appreciated. Sincerely, Paul Roma Local Inspector r On 100 Longwood Ave., Hyannis—RF-1 Zoning. Original Zoned 1949 Art. 75 Hyannisport Zoning—RA Assessor's—year built 1952 1956 rezoned to RC (15,000 sq.ft.) Art. 42 1978 rezoned to RF-1 (1-acre, 30 ft. front, 15 ft. side & rear) 1978 building permit f/addition—cites house setback @ 23 feet from side property line. 2008 —Complaint filed—"building a deck with no permits and setback allowance". Jan. 15, 2009—some information on Prospect Avenue Jan 15, 2009 note in file—"No setbacks, No permits 4 deck" Jan. 19, 2009 notes in file on the plan—identifying a hold due to "setbacks" and "3 stories" Feb. 20, 2009 Building Permit# 200900527 issued with exclusion of widow walk and deck is to be brought into setback conformity (plans also submitted). -- �/per i�'(l��L /��y ��� � ,6o) ,kddress of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occ ❑Owner pulling own pe Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR CONTRACTORS FOR APPLICABLE HOME IM ACCESS TO THE ARBITRATION PROGRAM O SIGNED UNDER PEN I hereby apply for a permit as the agent of the owner: Date Contractor OI D ate Owner's I i Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer I Custom Map Abutters Map Size ® zoom Out U DUDE U®UIn r R ry 4, - ® o- )PG Map: 287 287032 2$7029 Location: Owner: 287103 287102 N 97 N 83 287101 Location In 287030 N61 Map & Parce N 124 Location Acreage yP. 287031 ' 287099 287100 Current Ow 6. N3.5 N41 Mailing Addi a w 287089 - N 100 2$709$ 287D390D1 v� N 57 N.31I u r Appraised 1 y: A i�rs Extra Featur r, 287093 Out Building �y N 58 Land G 2 7 97 Buildings 4 28 6 Total APP ra i 287039002 N 8 N 50 x Assessed V C 287092 1 2 @ t N 46 Extra Featur 28 287042 +;, 28709d Out Building N43 " �3 N64 xc Land Buildings Set Scale 1" = 112 I Aerial Photos � '' I MAP DISCLAIMER Total Assess Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1.2.3308 [Production] -t/ S- http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=287089 2/9/2009 Town of Barnstable �OFTHE Tayti Regulatory Services o� Thomas F.Geller,Director " B" ASS.MA99. Building Division 9 g �Ar 039, Tom Perry Building Commissioner FD MP 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 - COMPLAINVINQUIRY REPORT Date: (eIce Rec'd by: Complaint Name: Map/Parcel Location Address: Originator Name• g p Street: n Village �}'l — State' Zip: 6 1 j 1J' Telephone: CoLmplai-nt Desc Rion: On W F k C+f t FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: Additional Info.Attached Q:forms:complaint lPtS VJ Hf W�t_ to l 5' e ' 1 w Things to do today . . . ❑ 508.428.8700 ��`SINC Fx 508.428.8524: info@lujeanprinting xom Plant: p U 4507 Route 28 Cotuit,MA 02635 VX- ®~ Mail: OMPA�. P.O.Box 571 Osterville,MA 02655 4 8 V4/a rker From: cpage11 @yahoo.com Sent: Monday, January 12, 2009 9:55 AM To: Wayne Kurker; Rebecca Story Subject: Page property part 2 Dear Wayne, The crux of this is that the town road (so called paper road) was never built. When my grandparents built in 1901 there were no setbacks and the road was designated as their driveway. Sometime after that the other houses were built-all very far apart. The town claim that the setback should apply now for a .non-existent road is ridiculous. The road is our driveway. Do we now need setbacks from our driveways? This addition and re-model is pretty minor and will be a big plus for the little four house neighborhood. It is our suspicion that a meddling neighbor is the true obstacle to securing a permit. The garage door was the last .issue that needed to be addressed until. suddenly the situation changed completely. The two new issues do not make any sense. The new garage and bedroom above comply with all setback requirements, and not being allowed to remodel a house because it is within 30 feet of a paper road that is actually the driveway to the house is absurd, because we are within all applicable setbacks and .no variance is needed. All the neighbors houses are non-conforming as well. Thanks, Chris . 1 , C The single family residence and land located at 100 Longwood Avenue in Hyannis Port was built by Dr. and Mrs. Irvine Page in 1952 on land owned by our family since 1901. All proper permits.and legal documentation were obtained at the time of construction. The property and residence have an assessed value of$994,300($279,000 building/$715,300 land). The house and yard are meticulously maintained and neither have any outstanding maintenance issues. Approximately two years ago the current owners(Dr. Page's grandchildren Carter and Paul Catalano) of the home contacted Mr. Paul Roma from the Town of Barnstable Building Inspector's office to discuss options for adding a bedroom onto the house. Mr. Roma was extremely courteous and . helpful. It was explained by Mr. Roma that the owners had two potential options for the room addition. Option#1 would be to add onto the east side of the house and Option#2 would be to dormer out the existing 2"d floor while staying within the footprint of existing structure. At the end of the two hour meeting, Mr. Roma and the homeowners felt confident that the best plan of,action had been reached. After the arrival of their 2"d child last fall,the owners contacted Kevin Werner of Fine Line Design in Osterville to design the addition and renovation/dormer as agreed to with the Building Inspector. After the design was complete,the owners chose Ed Lacey as the contractor to build the project. Ed took the plans to the Building Inspector to secure a permit. Throughout several weeks,Ed complied with all the requests made by Mr. Roma. These included supplying a certified plot plan, an approved septic inspection,and complying with a design request to move the widows walk back two feet from the front of the house. This request to move the widows walk was accepted by us on condition that the project would be cleared by the zoning requirements and would not be sent to the zoning board for further approval. To clarify the zoning issues,the following statements about the property must be explained. The driveway of'the property is actually a paper road called Prospect Avenue on the original Hyannis Land Plat. The road was never built and after extensive legal research commissioned by the homeowners,the following details were revealed. The next door property,owned by Mrs. Francis O'Neil is partially located on top of the road. The other next door property,owned by Mrs. Carolyn Wills is partially on top of the continuation of the road,which at that point becomes a four foot right of way path. The neighbor across the road, has a property which is adjacent to the road,thus not complying with any of today's setback requirements either. As mentioned,the home-owners property which has been in the family since 1901, has used the road as their driveway for 109 years. There is no other access to the property. Two more requests were made by Mr. Roma:to bring the plans to the Historical Commission,which passed as the house is not 75 years old. Finally, Mr. Roma.requested an engineer to.review the plans over a concern regarding the garage door-in the event of a hurricane. This concern was resolved by the engineer. After this request was completed it was understood that the permit would be granted.. However Ed Lacey was called to a.meeting with Mr. Roma,whom told him about two additional roadblocks to the permit. Since the home was built in the 1950's, it does not comply with today's setback regulations, thus making the property non-conforming. The property is located on a hill,so the o AL �� ?y 6 �^ r ,. easement is being considered a story,thereby making the house three stories. We feel this is clearly a basement and should not be considered a "story." A three story house is considered non-conforming, so Ed Lacey was told that an addition would not be allowed since it would also be non-conforming. It Was suggested that the house should be torn down and rebuilt to comply with today's regulations and setbacks. tir Regarding setbacks,the issue with the widows walk being within 30 feet of the paper road was also raised again. This issue as noted before was resolved, by moving the widows walk back two feet. The other part of this determination was that every property that is connected to Prospect Ave not only does not comply with setbacks, but two of them are located on top of the actual road. The.other homes are three "stories" as well. We feel that to ask a young family to tear down their home is very unrealistic. Even if we could afford to do that(which we cannot)where would live in the meantime with a one.and a three year old? There are many non-conforming homes in Barnstable-some are abominations. This residence is a beautiful design and will add much to the neighborhood-as have had many legal and illegal additions in Hyannis Port. Therefore,we respectfully request the Building Department approval so that our contractor is not put out of work. 4PParcel Detail Page 1 of 2 j 64 4 M r% YK .t$AlAN$1rAl4L1F— rOr w Logged In As: Monday, Febru Parcel Detail Parcel Lookup Parcel Info Parcel ID 287-089 I Developer Lot Location 100 LONGWOOD AVENUE I Pri Frontage Sec Road I Sec Frontage Village HYANNIS Fire District HYANNIS Sewer Acct I Road Index 0920 Interactive Map � - tS av_'. Owner Info Owner IPAGE, CHRISTOPHER I TRS !� Co-owner C/O E CARTER PAGE Streets I PO BOX 145 Street2 City JHYANNISPORT ' State MA zip 02647 Country lUS Land Info Acres I0.21 Use Single Fam MDL-01 I zoning I RF-1 Nghbd 0117 Topography Level Road Paved Utilities I Septic,Gas,Public Water Location Water View Construction Info Building 1 of 1 Year 1952 I Roof Built Struct Gable/Hip Ext Wall Wood Shingle Effect Roof AC 2431 Asph/F GIs/Cm I None Area Cover�T� Type Bed 4 Bedrooms Style Colonial I wan Plastered s Int .t HASry Model Residential Int E I Bath 4 Full + 1 H Floor Rooms a � k,A Grade Custom I Heat Hot Water Total 7 Rooms Type Rooms Heat[ Stories 2 Stories I Fuel 011 Found-ation Typical http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=21681 2/9/2009 .6eparcel Detail Page 2 of 2 Permit History Issue Date Purpose Permit# Amount Insp Date Comments 12/03/2004 New Siding 81061 $17,329 - Visit History Date Who Purpose 11/06/2000 00:00:00 Martin Flynn Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale P 1 12/15/1990 PAGE, CHRISTOPHER I TRS 7399/164 2 PAGE, BEATRICE A 2470/286 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2009 $259,000 $20,000 $0 $715,300 11 2 2008 $259,000 $20,000 $0 $731,000 $1 4 2007 $257,600 $20,000 $0 $731,000 $1 5 2006 $252,300 $20,000 $0 $691,200 ; 6 2005 $222,500 $19,200 $0 $615,100 7 2004 $186,300 $19,200 $0 $615,100 8 2003 $163,200 $19,200 $0 $344,500 9 2002 $163,200 $19,200 $0 $344,500 10 2001 $163,200 $19,700 $0 $382,800 11 2000 $148,100 $14,000 $0 $140,100 12 1999 $148,100 $14,000 $0 $140,100 13 1998 $148,100 $14,000 $0 $140,100 14 1997 $183,700 $0 $0 $140,100 15 1996 $183,700 $0 $0 $140,100 16 1995 $183,700 $0 $0 $140,100 17 1994 $162,300 $0 $0 $126,100 18 1993 $162,300 $0 $0 $126,100 19 1992 $184,800 $0 $0 $140,100 20 1991 $203,400 $0 $0 $168,100 21 1990 $203,400 $0 $0 $168,100 22 1989 $203,400 $0 $0 $168,100 23 1988 $127,700 $0 $0 $86,600 24 1987 $127,700 $0 $0 $86,600 25 1986 $127,700 $0 $0 $86,600 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=21681 2/9/2009 SMOKE DETECTORS REVIEWED. Z,kfN BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE O 80M St&NATURES ARE REQUIRED FOR PERMITTING W woows WALK ADdmoN V v�lf)d ✓5 cN✓kclL— (v CARBON MONOXIDE ALARMS kq - ASSACRUSEITS BUILDING R U O - — == CODE cli — _ - IMPORTANT O 7RUCTION T AT INCREASES LIVING S A Ill ND 0 SQ. FT. ER LEVEL MAY REQUIRE T wO I N OF AD ITIONAL SMOKE DETECT R i E: A PARATE 'RMIT.IS REQUIRED FOR T T INSTALLA I N OF SMOk DETECTORS-THE ELECT IC co 11 i PERMIT S NOT SATISFY THIS REQUIREMENT. { 0. f�° m®.j� Q mmmEmMm ®� ®� aw W H ®®® ®® w Q LLI m a, QO W ==A za-a p 1 I GARAf.E ADDITION IXISTING - - . z FRONT ELEVATION o SCALE: 1/4" ji_On i SNEET.I OF II BOTE1 L0 EC 0 4 2000 I ESTIMATING i' Ln CA L . J :;..i W fW- _ -- -- _-- --- - - RM IEEE }\ ;1 El- NEW DECK .. NEW ROOF DECK F9, ou O w i w Q Q o ag � w L GARAGE ADDITION. _ SHEET 1 OF'II REAR ELEVATION BTTELLO . - - SCALE, 1/4• _.p-D• DEC 0 9 2008 ESTIMATING ' - � - DRAWN BY• KW z ►tl `.✓ Lr EXTEND REAR WALL AND..REFRAME BACK PITCN - (� W J J to NEW ROOF DECK ,]NNN1 O O m 0 y� � W MATTJCN"IN�-J(19TING W Nfsw ROOF DECK .. I a . - REPLACE WINDOWS - a MATCH EXISTING - (n . OPENING Z z JEE y W - W Q < W0. 3 I. z I I I O . - - . SWEET 3 OF II TELLRIGHT ELEVATION poE0920O SCALE, I/4° I-O° ESTIMATING - JOB. L'oA - - DRAWN BY+ KW z Ln 1--i CV H J U U � � m O ►- W W z0 3 IY r C G a 3 Z 24r-0• r-a• O " ADDIVI METING - LEFT ELEVATION SCALE. 1/4° - V-O° - SHEET 4 OF II .. BOT�LLO � I DEC 0 4 2008 ESTIMATING OB, oTo4 . - DRAWN BY, KW T,-O, 24'_0. g_y ---------------------- I ^ ZQfn - I - > N' F ti1 /gym a m V D I - --------------------- IT I_m Ipp , 8 NN I nm I l O r $ � I;I II.1III 1 I' II ! 1I !III I l I I I I � - 3. N III III !, r- < m bpi II• a 1 _ r r 1 I I I I I I Ill a Z z1 I <71 v I. (l 00 I II�IO III' O O In _ Cy EA m� 3r-o• gg man F F 6�� �$�� �'-�' e'-o• a o• 1opA Z PROJECT: m$ m 35 SWAN LAKE YARI"IOUTP,MA FINE I; E ARGHITEGTURAL DESIGI�T 8 WEST BAY ROAD OSTERVILLE, MA 02655 o f> PLAN PHONE:508-420-12-96 m 32,_q. 9 3 1,1n. 13'-7 V2' n �m p01 I d >3 �(P H 'I m SEAT Co- � i ! a?�•v 'e ti� LD A rr nl . \\ Q )> r aA. O � uj u EE�) -u lifflull Z Mi. � g , n O �� 9 L1 OFQ Zf. R HiN Q $ � 4 7Na M R n 3 iAy 32'-0' B.-O. N A Ki D p a PROJECT, - m 100 LONNOOD AWE 1-IYANNISPORT FM IJM ARGHITEGTURAL DESIGl�I 8 WEST BAY ROAD OSTERVILLE, MA 02655 f a PLAN PHONE: 508-420-1296 -------------------I --- ------ - -- -- I q N r `— ——— I y l I R1 1 I I Ikl I I I I i'I cc� nniNab - _n�� y Y� A ��Lm. A ?� I I � c was aOA g I VVV 'o pan x o`g J I 1 CD sQ F^ s[iz N -Di J1 FIIII �E IIII � x 1111 c e (T,P.) o III�i ` C II�C m .. _ .III .. C Z W IIII oi: koD Zx�i'G1 _IIW_ / r IIII D c TL C7 C1 r 1 6 flt $ ,n p p PROJECT:m$ m 100 LONWOOD AVE 1-IYANNISPORT FINE LINE ARCHITECTURAL DESIGl�AT m � 8 WEST BAY ROAD 05TERVILLE, MA 02ro55 a PLAN PHONE:508-420-12-qro a ' •j - LiL— HEW im ,1�;; pp 1� - �n �. F° d b 1 IoTg i 1' 14 8 z I I g I } { <9. yy t4 CP �Y - I � � 1�171. fn I fi. -r-z• _ - = V I .ifl • I I 1 I� ff�i: .I �..9'. �j 3. 4 I 1t- I a�aFM o ItIr I, IF 'I0 I� IT L i Iml j i:� I z3 o PROJECT: - - _�� 100 LONWOOD AVE NYANNISPORT F",11V E LM ARCHITECTURAL DESIGN 8=\VE5T BAY ROAD 05TERVILLE, MA 02ro55 $P SECTION PHONE:508-420-129ro >�a r Rio _ 1 ^ w f z IN I\ r: a s$. eFQ ' _ iA �� Q rl _ Z S3� � Bc M zT 5. I -4$ 0 f ,c p PR0.IECT� m loo LONWOOD AVE HYANNISPORT FINE LINE ARGHITEGTURAL��SIGl�I 8 WEST BAY ROAD OSTERVILLE, MA 02055 g$ SECTION PHONE:508-420-1296 - - I F _ o Q Q Q Q Q N N N i C Z I 31 m . - a of � Q N i I °oo _ PROJECT: � �ARHITEGTUAL100 LONWOOD AVE PYANNISPORT FE DESIGN . 8 WEST BAY ROAD 05TERVILLE, MA 02055 $g O SECTION PHONE: 508-420-1206 o � 7(1 xFP 3 m '1 A- - 11 I LVL's 14-1 � n �a .._.. FIN r d ° a U) y M Z m off . 3 z �t 'O PROJECT. v3 DESIGN 100 LONHOOD AVE, NYANNISPORT FINE LINE ARGHITEGTURAL m � = 8-WEST BAY ROAD OSTERI/ILLE,'MA 02055 o g —' FRAMING PLANS PHONE:505-420-1200 TOWN Of BARNSTABLE BUILDING PERMIT APPLICATION W2 T Ii atibn #r�W;5144 ISO Map- Parcel pp 1C Health:bivision Date Issued 4,2,�� Conservation Division A cation F p Planning Dept', Permit Fee Date Definitive,Plan Approved by Planning Board Historic -' OKH Preservation Hyannis Project Street Address (Y yv C)C)o Village pov Is P0 R_r Address Owner 1PPk6_6 0 P 4079. Telephone Permit Request A-00 G-P"&f, yyrn4 mA:5U9= 51Ai A 60-VE 6-Y-PA00 t-:-x1!5TtrJ6- AQD 1"a GA�� a r- 6� &ZO& 6�(S_7_ kr_'. tj� s6ir3AC-4 S46are feet: 1 st floor: existing J=proposed 2n Total new 5. (60 Z�riing Dist[Lct (2-F-I('I Flood Plain Groundwater Overlay Project ValL CQ Construction Type .Oion Lot Size Z�' Grandfathered: Ll Yes" Ll No If yes, attach. supporting documentation. Dwelling Single Fa Two Family LJ Multi-Family (# units) Age f Exilling t%ucture C, Z_ Historic House: LJ Yes �1121\lo On Old King's Highway: Ll Yes AS No . Z� LA_ Bas yp(e'Fu Ll Crawl U Walkout L] Other Basement Finished Are (sqft)� 115'0 Basement Unfinished Area (sq.ft) 13o Number of Baths: Full: existing 2- new Half: existing 3 new 0 Number of Bedrooms: -2- existing III new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: OGas Q Oil Ll Electric Ll Other Central Air: WYes U No Fireplaces: Existing I New Existing wood/coal stove: L3 Yes U�No Detached garage: J existing LJ new size—Pool: Ll existing Q new size Barn: EJ existing Q new size Attached garage: 0 existing Onew size —Shed: LJ existing Ll new size Other: Zoning Board of Appeals Authorization LJ Appeal # Recorded 0 rn Commercial LJ Yes ;WNo if yes, site plan review# Current Use Proposed Use co APPLICANT INFORMATION c-n r, _J M (BUILDER OR HOMEOWNER) Name E[)M%A*-1'0 VJ, LACey �TIL. Telephone Number Address B-7 5,r"rZ-i3 r&,o&-& oa- License #_ CS 7 6'-,5r 7 3 65—lea-VIL-Le IF MA OZ6.55- Home Improvement Contractor# - I Z9 9 16 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �A DATE " log r < 't - FOR OFFICIAL USE ONLY PPLICATION# i TE ISSUED •MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION:C ON. FOUNDATION tK --49 0 FRAME PLY 4-- -o Or S --a-f-®7 INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL .GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. :a i ,.1 r j ant pl P S�►fct� pcp.rrtn►' Stun�lards usctts" Rowlations un� se *- rd of guiIdin l.f ervisor L►cen $Oa Construction Sup CS 48102 r ' License: Restricted to: 00 {\ JOHN J HUTCHINs '+ F . 40 RIVENS MILLS MA 02648 MARS-TO 612010 Expiration: 9j1 4320 siugcr ('ununi: L ' i� . �, I » �� Ed Lacey 100 Lonwood Avenue Hyannisport MA Firstfloor J1a BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design NOTE: LOAD TABLE MS I: 0. 1 LPI 20PIU5 D " 47 79 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" EPTH 9.500 DESIGN CRITERIA VSI: 0.47 RSI: 0.55 THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED.LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD 60 PSF DEAD LOAD 15 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD 75 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 60 PLF 00-00-00 15-10-14 1.00 SPACING - 12.00 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 15 PLF 00-00-00 15-10-14 0.90 OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA I ' INCORPORATE THIS COMPONENT INTO THE WARNING NOTES: LIVE LOAD DEFL: L / 360 BUILDING DESIGN. 0 I .TOTAL LOAD DEFL: L / 24 r 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 4.SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT #6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES REPORT # 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ICC-ESWISCONSIN ESR-13-W EDGE AT 60"O.C.OR LESS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 12724-R JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. - N.Y. CITY MEA 101-00-E ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. - DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING) n. t4u.'NS&4v SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G N U M B E R 1 2 2.500 DOWN 596 596 UPLIFT --- --- MIN HEARING SIZES (IN-SX) CROSS SECTION 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.38° 0.51" ;DEAD LOAD 0.14" TOTAL LOAD 0.47" 0.77" 15-10-14`•`THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products 1211 G/OB IBC 2008.1 Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and•Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for So. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Local 910.762.9878 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary National Wets 800.999.9105 be applied to the component. and sealed,the structural design is approved as shown in this drawing. to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability I-joists are made without camber and wil deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous 0812-081 conformity with the latest revisions of Nos and AITC.' lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # ' Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 1 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\saraltc\My Documents\LP\2008\12-December\081\BotellofirstfloorJ1a.SPX Ed Lacey 100 Lonwood Avenue Hyannisport MA Firstfloor JIB BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design NOTE: LOAD TABLE 1 LPI 20 MSI: 0.79 DEPTH 9.500" DESIGN CRITERIA 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375375" VSI: 0.47 THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 RSI: 0.55 OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD = 60 PSF ' DEAD LOAD = 15 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD 75 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX = PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 60 PLF 00-00-00 15-10-14 1.00 SPACING = 12.00 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 15 PLF 00-00-00 15-10-14 0.90 OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA - INCORPORATE THIS COMPONENT INTO THE WARNING NOTES:BUILDING DESIGN. LIVE LOAD DEFL: L / 360 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 340 LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 4.SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES S.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT # _ 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES ESR-1305 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, WISCONSIN 200405-W EDGE AT 60"O.C.OR LESS. ARCHITECT OR DESIGNER TO VERIFYTHAT THE SUPPORT STRUCTURE FOR THIS CCMC 12724-R JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. N.Y. CITY MEA 101-00-E ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING) 0.3• ur f T � L E rrs d:>-f SUPPORT REACTIONS (LHS): 9.500 MAXIMUM H E A R I N G N U M B E R 1 2 2.500 DOWN 596 596 UPLIFT --- - - CROSS SECTION MIN HEARING SIZES (IN-SX) 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.38" 0.51" *DEAD LOAD 0.14" 15-10-14 TOTAL LOAD 0.47" 0.77" •••THIS DRAWING IS NOT TO SCALE••• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications _ LP Engineered Wood Products 2008.1 12/16/08 IBC Temporary and permanent bracing for holding component The use or This component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4'for 10d Wilmington,NC 28401 installed by others. No loads are to be applied to the instructions from the designers of the r:omplete structure before using this and 3-for ad. Local 910.762.9878 component until after all the framing and fastening are component. If the design criteria lister)above does not meet local building •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown National Wals 800.999.9105 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary, be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty or the product and LP Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability I-joists are made without camber antl will deflect under load.Wood in direct and fitness for a particular use. O 2-0 The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous _ conformity with the latest revisions of NOS and AITC.- lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # 81 Dead load deflection includes adjustment factor for creep, on-site inspection.This drawing must lave an Architect's or Engineer's seal A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR A Total load deflection is instantaneous. efixed to be considered an Engineering document. SHEET # 2 Q f 4 LP is a registered Trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\saraltc\My Documents\LP\2008\12-December\081\BotellofirstffoorJla .SPX Ed Lacey 100 Lonwood Avenue Hyannisport MA Firstfloor J1a BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress.Design MSI: 0.62 NOTE: LOAD TABLE - 1 LPI 0 375 DEPTH 9.500" DESIGN CRITERIA VSI: 0.48 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" RSI: 0.57 THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) E LOAD 60 PSF LIMIT E ER.LIMITATIONS,FRAMING METHODS WIN )D AND SEISMIC DEAD LOAD 15 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP ID/S E LOAD FROM TO LOAD LDF TOTAL LOAD 75 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-Sx PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 63 PLF 00-00-00 05-00-09 1.00 SPACING - 0.25 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR LIVE TOP 59 PLF 05-00-09 15-10-14 1.00 - OROTHERDOCUMENTSTHATMAYBEUSEDTO UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 05-00-09 0.90 DEFLECTION CRITERIA INCORPORATE THIS COMPONENT INTO THE UNIFORM FLOOR DEAD TOP 15 PLF 05-00-09 15-10-14 0.90 LIVE LOAD DEFL: L / 360 BUILDING DESIGN. UNIFORM FLOOR LIVE TOP 1 PLF 00-00-00 15-10-14 1.00 TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 0 PLF 00-00-00 15-10-14 0.90 LATERAL STABILITY. 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: _ 4.SHIM ALL BEARINGS FOR FULL CONTACT. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. REPORT H 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP W OISTS IS ICC-ES ESR-1305 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW WISCONSIN 200405-W EDGE AT 66"O.C.OR LESS. BY A DESIGN PROFESSIONAL, CCMC 12412-R MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ' JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, _ ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS - JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. NAILED 23/32-1 APA RATED SHEATHING (48/24 SPAN RATING) I lJTefv( t .9 r ov f' e"J SUPPORT REACTIONS (LBS): 9.500 ' MAXIMUM B E A R I N G N U M B E R 1 2 12.500 DOWN 616 599 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.38" 0.51" "DEAD LOAD 0.14-1 15-10-14 TOTAL LOAD 0.48" 0.77" `••THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products 200e.1 Temporary and permanent Gracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North 12/16/08 IBC plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 installed by others.No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Local 910.762.9878 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill.,after LP LVL,LP LSL and CTR,LP 1-Joists except as shown National W ats 800.999.9105 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary be applied to the component. and sealed,the structural design is approved as shown in this drawing Ito the limits set forth hereon,negates any express warranty of the product and LP based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria 1-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous 0812-081 conformity with the latest revisions of Nos and AITC.' lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG Dead load deflection includes adjustment factor for creep. on-site inspection.This dravving must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 3 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\saraltc\My Documents\LP\2008\12-December\081\BotellofirstBoorJ2b.SPX r Ed Lacey 100 Lonwood Avenue Hyannisport MA J1b BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design MS I:: 0.6 5 LOAD TABLE 1 LPI 20PIUs DEPTH 11.875" DESIGN CRITERIA NOTE: 38 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" VSI: 0. THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSI: 0.55 FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLANGE 1.50 X 2.50 OTHERS.VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD o 30 PSF LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC DEAD LOAD 10 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD a 40 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 40 PLF 00-00-00 19-10-14 1.00 SPACING 16.00 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 13 PLF 00-00-00 19-10-14 0.90 . OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA - INCORPORATE THIS COMPONENT INTO THE WARNING NOTES: LIVE LOAD DEFL: L / 360 BUILDING DESIGN, TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. - LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS _ - 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW _ 4.SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT # 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES ESR-1305 FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE JOIST AS DESIGNED,IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, WISCONSIN 200405-W FOR SECOND FLOOR SLEEPING ROOMS ONLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 12724-R 7.ED GE AT 67"PROV'DEL ATERAL BRACING FOR THE COMPRESSION JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. N.Y. CITY MEA 101-00-E O.0.FOR LESS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/321- APA RATED SHEATHING (48/24 SPAN RATING) of�{.'•.�6„��N .a. -�'u,-- �Yy M1 �k. -- SUPPORT REACTIONS (LBS): 11.875 MAXIMUM B E A R I N G N U M B E R 1 2 12.500 DOWN 531 531 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES 1- 8 10- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.34" 0.641- •DEAD LOAD 0.17" -19-10-14 TOTAL LOAD 0.45" 0.95a `••THIS DRAWING IS NOT TO SCALE`•• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products 2D09.1 9 visroe _ IBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for LP LVL,LP LSL.CTR and LPI to be specific applications. 2706 Highway 421 North plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Local 910.762.9878 component until after all the framing and fastening are component.If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP]-Joists except as shown National W ats 800.999.9105 completed.At no time shall loads greater than design loads code requirements,do not use this dusign.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP 1-Joists contrary be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability foists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous 081 2-081 - conformity with the latest revisions o1 NOS and AITC. lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 4 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\sarallc\My Documents\LP\2008\12-December\081\BotelloJ 1 b.SPX Ed Lacey 100 Lonwood Avenue Hyannisport MA Firstfloor J1a BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design MSI: 0.79 NOTE: LOAD TABLE 1 LPI20PIus DEPTH 9.500" DESIGN CRITERIA 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375, VSI: 0. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1 . OTHER LOAD CASES RSx: 0. 5 5 THE VERTICAL LOADS SHOWN A DETERMINED BY FLANGE 1.50 X 2.50 -'OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD a 60 PSF _ LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 15 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD a 75 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 60 PLF 00-00-00 15-10-14 1.00 SPACING - 12.00 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR .DEAD TOP 15 PLF 00-00-00 15-10-14 0.90 . - OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA : I� - - INCORPORATE THIS COMPONENT INTO THE WARNING NOTES: LIVE LOAD DEFL: L / 360 BUILDING DESIGN. TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L"P ENGINEERED WOOD PRODUCTS. LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP(JOISTS IS 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 4,SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT # 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY, MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES ESR-1305 - 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, WISCONSIN 200405-W - EDGE AT 60"O.C.OR LESS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 12724-R JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. N.Y. CITY MEA 1e1-00-E ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING) , P n ' 7�.�r.a v }"fCi�'So �ais gypa� v +l 6R'e4r9GT�d k SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G N U M B E R 1 2 I 2.500 DOWN 596 596 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD T 0.38" 0.51" "DEAD LOAD 0.14" 15-10-14 TOTAL LOAD 0.47" 0.77" `•`THIS DRAWING IS NOT TO SCALE"• r Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products 2008.1 9 1zflefos xac Temporary and permanent bracing for holding component The use of This component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 Installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Local 910.762.9878 component until alter all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown National Wets 800.999.9105 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer. LP LVL,LP ILSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. 0812-0 1 The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC. lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 1 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\saraltc\My Documents\LP\2008\12-December\081\BotellofirstfloorJla.SPX Ed Lacey 100 Lonwood Avenue Hyannisport MA Firstfloor J1 a BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design MSI: 0.79 NOTE: LOAD TABLE 1 LPI 20. DEPTH !i,500" DESIGN CRITERIA VSI: 0.47 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0375375" RSI: 0.55 THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE OTHER LOAD CASES FLANGE 1.50 X 2.50 ' OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD o 60 PSF - DEAD LOAD 5 PSF 7 BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD 5 PSF ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 60 PLF 00-00-00 15-10-14 1.00 SPACING - 12.00 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 15 PLF 00-00-00 15-10-14 0.90 _ OR OTHER DOCUMENTS THAT MAYBE USED TO DEFLECTION CRITERIA - INCORPORATE THIS COMPONENT INTO THE WARNING NOTES: LIVE LOAD DEFL: L / 360 BUILDING DESIGN, TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 4.SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT # 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES ESR-1305 - 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, WISCONSIN 200405-W EDGE AT 60"O.C.OR LESS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 12724-R JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. N.Y. CITY MEA 101-00-E ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. _ DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" ARA RATED SHEATHING (48/24 SPAN RATING) V. HrI el,�t i.FL,YF9�br� 5}e b :;•�,'i�'U,i{`fir�L�`±:�•'�:�'' SUPPORT REACTIONS (LHS): 9.500 MAXIMUM B E A R I N G N U M B E R } 1 2 I-12.500 DOWN 596 596 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.38" 0.51" *DEAD LOAD 0.14" 15-10-14 TOTAL LOAD 0.47" 0.77" ••'THIS DRAWING IS NOT TO SCALE'•• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products IBC 2008.1 Temporary and permanent bracing for holding component The use of This component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North 12/16/08 plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d W ilminglon,NC 2R401 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3-for ad. .98 0.76278 Local 91 component until after all the framing and fastening are component. If the design.criteria listed above does not meat local building 'Do nut cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown National Wets 910.762.9 78 completed.At no time shall loads greater than design loads code requiruments,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary 05 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer.UP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability r� foists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. O8 1 �O H The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NOS and AITC.' lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflectlon includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO HE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 2 of 4LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\sarallc\My Documents\LP\2008\12-December\081\BolellofrstfloorJ 1 a_SPX , Ed Lacey 100 Lonwood Avenue Hyannis port MA Firs tfloor J1 a BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable SLress.Design MSI: 062 NOTE: LOAD TABLE 1 LPI 32PIus DEPTH 9.500" DESIGN CRITERIA VSI: 0..48 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES WEB: 0.375" RSI: 0.57 THE VERTICAL LOADS SHOWN AS DETERMINED BY FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLANGE 1.50 X 2.50 OTHERS.VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD 60 PSP LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC DEAD LOAD = 15 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LIP TOTAL LOAD 75 PSP ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 63 PLF 00-00-00 OS-00-09 1.00 SPACING - 0.25 IN. C/C RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR LIVE TOP 59 PLF 05-00-09 15-10-14 1.00 ' OR OTHER DOCUMENTS THAT MAY BE USED TO UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 05-00-09 0.90 DEFLECTION CRITERIA " INCORPORATE THIS COMPONENT INTO THE UNIFORM FLOOR DEAD TOP 15 PLF 05-00-09 15-10-14 0.90 LIVE LOAD DEFL: L / 360 BUILDING DESIGN. UNIFORM FLOOR LIVE TOP 1 PLF 00-00-00 15-10-14 1.00 TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 0 PLF 00-00-00 15-10-14 0.90 LATERAL STABILITY. - 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: 4.SHIM ALL BEARINGS FOR FULL CONTACT. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. REPORT N 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS ICC-ES ESR-1305 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW WISCONSIN 200405-W - EDGE AT 66"O.C.OR LESS I BY A DESIGN PROFESSIONAL. CCMC 12412-R MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, _ ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS - JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. IDEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING) EL Y vt �n y? 1 41r`-e�L s SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G N U M B E R �c 1 2 I 2.500 DOWN 616 599 UPLIFT --- --- CROSS SECTION - - MIN BEARING SIZES 3- 8 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.38" 0.51" *DEAD LOAD 0.14n -15-10-14 TOTAL LOAD 0.48" 0.77" •••THIS DRAWING IS NOT TO SCALE••• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications LP Engineered Wood Products 2008.1 12116/08 IBC Temporary and permanent bracing for holding component The use of This component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. 2706 Highway 421 North plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Local 910.762.9878 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building -Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown National Wets 800.999.9105 completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing Is signed in published material from LP any use of LP LVL,LSL and CTR.LP kJoists,contrary be applied to the component. and sealed,the structural design is.approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability 9 1-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. 081 2-081 The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC.' lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seat A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document. SHEET # 3 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\sarallc\My Documents\LP\2008\12-December\081\BotellofrstfloorJ2b.SPX Ed Lacey 100 LonWOOd Avenue Hyannisport MA J1b BOTELLO LUMBER-Mashpee,MA 2008.2 Allowable Stress Design NOTE: LOAD TABLE 1 0. DEPTH '11.875" DESIGN CRITERIA MSI: 0.65 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0375 VSI: 0.38 375" THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSi: 0.55 FLANGE 1.50 X 2.50 OTHERS.VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD a 30 PSF BRACING,AND OTHER LATERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF DEAD LOAD 10 PSF TOTAL LOAD 40 PSP ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE FT-IN-SX PT-IN-SX PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 40 PLF 00-00-00 19-10-14 1.00 SPACING - 16.00 RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 13 PLF 00-00-00 19-10-14 0.90 OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA INCORPORATE THIS COMPONENT INTO THE WARNING NOTES: LIVE LOAD DEFL: L / 360 BUILDING DESIGN. TOTAL LOAD DEFL: L / 240 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PRODUCTS. LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 4.SHIM ALL BEARINGS FOR FULL CONTACT. BY A DESIGN PROFESSIONAL. CODE COMPLIANCES 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. REPORT q 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI ICC-ES ESR-1305 FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE JOIST AS DESIGNED,IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, WISCONSIN 200405-W FOR SECOND FLOOR SLEEPING ROOMS ONLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS cCMC 12724-R 7.PROVIDE LATERAL BRACING FOR THE COMPRESSION JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. N.Y. CITY MEA 101-00-E EDGE AT 67"O.C.OR LESS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING) e3' ssi V. !Stir' a S. SUPPORT REACTIONS (LBS): 11.875 MAXIMUM B E A R I N G N U M B E R } 1 2 I,12.500 DOWN 531 531 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 1- 8 10- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.34" 0.64�� , "DEAD LOAD 0.17" —19-10-14 TOTAL LOAD 0.45" 0.951. •'•THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP WoSt Specifications LP Engineered Wood Products 2008.1 Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL.CTR and LPI to be specific applications. 2706 Highway 421 North 12/16/08 IBC plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Wilmington,NC 28401 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Local 910.762.9878 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as showy; completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary National Wets 800.999.9105 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability ]-joists are made without camber and will deflect under toad.Wood in direct and fitness for a particular use. Q 12-0(71 The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous conformity with the latest revisions of NDS and AITC.' lateral support is assumed(wall,floor beam,etc.).LP does not provide DWG # Dead load deflection includes adjustment factor for creep. on-site inspection.This drawing must have an Architect's or Engineer's seal A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is instantaneous. afixed to be considered an Engineering document, SHEET # 4 of 4 LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Documents and Settings\saraltc\My Documents\LP\2008\12-December\081\BotelloJ 1 b.SPX FEB-11-2009 WED 05.35 PM CLEVELAND STEEL 5087710098 P. 01 '^ Town of'Barnstable Regulatory Services Thomas F. acuer,DirroorBailding Division a�naJ' 'Porn Perry, Building Cummiss;oner 200 Main Street, Hyannis, MA 02601 �rw.tawn.h n r r�stu b Ie.,rn a.ras Office: 508-862-4-039 - rn. Fax: 508-790-6230 PI.-o.perty OwIler .Mu"jt Complete and Sign This'Section If Using .A. B-1ii:ldcr . J l-iereby authorize ..._�� �� ��to act:on 1x07 behalf, ja all inatte.rs relative. to work authotazcr1 by tl-do build-ing PC=i'k applicati.ou for: U)(Aof�alaj :c si� `�it.,.U:Cf. Of Owner Ptizt Name 7f Prcpcxty Owmcr as applying fo.r.permit please campl.etc the I-10mcoveners Dccs3.se Exemption Fc?= On the reverse side, 1' FROM CSC PHONE NO. 303 367 2474 Feb. S1 2004 06:53PM Pi FE6-' 1i-2QdS WU 05:35 PM CLEUELAND STEED Ji ReguWWry Serviues Il�t�_ 1 ill 'T'hcmas F,(;filer,Dircetor, Torn rcer}' nn Auarg a_a,u.u..y.�....• . t. xAA MAA1 jVm 200 Sin Fibtb� [1Yvanty"►IuI .�. WVf'1Y.tnWsi•bnrik6taPia.ma.iis- _ _� (�friso: 508-8ti:2���� Fax,. 509•790- 230 property Owner ivitISi Cc) plcte af.d Sign TWfs Sect o if Using.A.Buildcx 11 /►1 �JO A�"�� ¢ C t IA.U7�:1r�}���.J C1L -_ he ebv autkiorize t"�� ;o act,on t-nv 1a Alf, vela rive to work autho&-rd by this ba(i'-mg PCfmit'-'PI' c:ativrs zoz: o ' Date 5t�s3atuzc of^w-ae; ACAP _ fa-t DermitFIcase compfctc tht I-iomcowaets 1.siaci.5 oaOde, Exemption JFa the r-m-rat:Ode I Town of Barnstable Regulatory Services. • seaivsr,►sM • Muss. �, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder edIJOA0 , as Owner of the subject property hereby authorize LC�C to act on my behalf, in all matters relative to work authorized by this building permit application for: k - (Address of Job) Signature of er Date CAW 64C Print Name If Property Owner is applying for permit please complete.the I Homeowners License Exemption Form on the reverse side. QYORMS:OWNERPERMISSION `y i r i THE ri Town of Barnstable .M Regulatory Services BAR STAMF- : Thomas F.Geiler,Director Muss � 1659• � Building Division plED A Tom Perry,Building Commissioner 200 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory, to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies thatbe/she understands the Town of Barnstable Building Department.. minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hues 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 2 108 I GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS L. All workmanship to conform to the requirements of the Massachusetts State Building Code, lates edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel compositio . Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Con rete Institute Code, latest issue, maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced 4' o/c,or in concrete piers w/ Simpson ABU-series base-, SPACED 2'o/c for slab-on-grade construction(i.e.Garage). UU 14 L;Er5S oj4v_ u t 5e tI4T�D FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 1 10 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307. 1/2"diameter:punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framine: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi.. v=285 psi. Fc�er=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi, E=1,900 ksi. v=285 psi. Fc_per-750 psi. Fc_par=-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval pri it to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer ri quirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c: Rafter to Ridge Plate: Collar ties min. ix6@ 48"o/c at top or Simpson Straps over top of pllywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wol d shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers. All nuts shall be retightened at completion of job. 7. Blockine: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"oJc with plywood edge nailing to this blocking for the first 48"of these building comers. ` c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea. End d. New Framine: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges:attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. SH OF&1,gS1 Multiple Studs 16d @ 12"staggered yi a.All nails shall be common wire nails. o`er MICHELE F' b. Sub-bore where;nails tend to split wood. CUDILO 9. Headers less than 4'-0",use 2-20;all others per MA State Building Code Table 5502.5(1)and(2). No.34774 '�I pSTRUCTURAL Z O O t2 5T r NAB ` MICHELE CUDI 0, P.E. Consulting Structt.. ral Enclineer Centerville, Massachusetts 02632 1979 mcudilo®comcost.net RESIDENCE MODIFICATIONS Drown By: MC Date: 0 1Q/09 D r awi n 100 LONGWOOD -AVE-. Scale: None Rev. 0 HYANNISPORT, MA File Name: u Pro)ect No.: 2009-12 'S K— I n 16" min. 2x top plate max. wall height L5TA (v>ixx) (2) 2x studs, nail nail shtg. to header shtg. to each stud at 3" o.c. both ways no fasteners a o — blocking. 3 � � 3 x x N N (2) 2x blockin at any APA rated sheathing E � plywood joint 7/16" min, 24/0 exp. - E 0 0 8d nails at 3" o.c. for approved hooked-end all plates, headers and wood concrete studs connectors with 3,600 lb. capacity (min.) of(_ A.p, , per foundation plan [(3]2x plates - nail W/ 5 . , sheathing to l Z x zx 311b mtr - each plate top of flo r bottom plate t,o be p.t. on concrete �pLSH CF ear.'� MICHELE ' O No.34774 STRUC;'U :A4 Shear Wall Details ` 'r�°�fA Not to scale excerpt from American Ply. Assoc, literature ozlo�a� based on 110 m.p.h. wind �i T L.002� % C S I+ x 50, (z A bo " O r1 W- T�(p Tt�Rou 4T >aE�/ 2'�D L --WA- t✓s MICHELE CUDI 0, P.E. Consulting Struct ral Engineer Centerville, Massachusetts 02632 1979 mcudiloocomcast.net RESIDENCE MODIFICATIONS Drawn By: MC Date: 0 1/ Ds Drawing 100 LONGWOOD AVE. scale: None Rev. 0 HYANNISPORT, MA File Name: Project No.: 2009-12 'SK 2 n o�Tl��: 6 x�-wl2 gxW2 9 MA"x, eAI X x x II y t i I � 's I 1 + i I — .4 I � �SN OF �o MICHELE CUDILO No.34774 STRUCTURAL K�A Al-L r TaU. VAT 10r4- . _ DETk MICHELE CUDILO, P.E. Consulting Structural Engineer i Centerville, Massachusetts 02632-1979 mcudilo®comcost.net RESIDENCE MODIFICATIONS Drawn By: MC Date: 02 /�jo9 D r ayVl n 100 LONGWOOD AVE. Scale: None Rev. 0 HYANNISPORT, MA File Name: Lm Project No.: 2009-12 I I . ' Izrol Tom= C{fiRA��- Er1c_t�s_. .. - _ - - OF MA c ?� MICHELE CUDILO No.34774 STRUCTURAL �^ o _ ._ MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville, Massachusetts 02632-1979 mcudilo®comcast.net RESIDENCE MODIFICATIONS Drawn By: MC Date: 02 /05/09 Drawing 100 LONGWOOD AVE . Scale: None Rev. 0 HYANNISPORT, MA File Name: L,,m Project No.: 2009-12 S K— —I i MICHELE o`r CUDILO �ITt'^ u No.34774 STRUCTURAL I - . �2u it— - _. u: .w�(„of . `w/51Te. PL 4 16 Ott. - a 3 SUa psF Coo VUA /z--)LSA►-�D�� �� °< MF i�. MICHELE CUDILO, I .E. Consulting Structural Engineer Centerville, Massochusetts 02632-1979 mcudilo®comcast.net RESIDENCE MODIFICATIONS Drawn By: MC Date: O Z/p /09 Drawing 100 LONGWOOD AVE. Scale: None Rev. 0 HYANNISPORT, MA File Name: om Project No.: 2009-12 �t D I T o o� R�91GH1 LE, y_ 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STgNDARDS 00'LpAq,V ek? C!JDILO THE MASSACHUSETTS STATE BUILDING CODE U No.34774 J.i:e STRUCTURAL , AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2. .1)' I Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) .. .... ...... . . . . .. . .. . ... . Wind Exposure Category . ............. . ... . .. . . . . . ... ... . ... . .. .. . . . ... mph. . . . . . mph _ 1.2 APPLICABILITY �l Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories _ Roof Pitch < 12:12 . . .... .. ... . .. (Fig 2) . . . . . .. . ... .. . .. .� 2 Mean Roof Height ... ...... . . .... ....... .. (Fig 2) . .... .. . .. . . . .. . . .. ft s 33' — Building Width,W Fi 3 . ... J�ft s 80'(Fig ) . .. . .. .... . . . . . Building Length.L .. ... ... .. . . .. . ..... ... (Fig3) — . . ... . . . . . . . . . . . . ft s 80' Building Aspect Ratio(L/W) .. .. .. .. . . . . ... (Fig 4 — Nominal Height of Tallest Opening'- . ... . .. . .. (Fig 4) L "s 6'8" _ 1.3 FRAMING CONNECTIONS General compliance with framing connections . .. (Table 2) . . .. . .. . . . . . . . .. .. . . . _ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .........:. Concrete Masonry . ... .... . ... . ...... .. ...... ..... .. .. . . . .. .. . .. . . .. ..:. _ 2.2 ANCHORAGE TO FOUNDATION1•3 I Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an altemati�Ya in concrete only Bolt Spacing-general ....... ....... .... (Table 4) �" 44 se. . -�a in. +A1) rt0 ;%!-ST Bolt Spacing from end/joint of plate .. . . . .. (Fig 5) .. .. . .. L - — Bolt Embedment-concrete... ..... . ... .. (Fig 5)...... .... .. . . .. .... . .. ..7 in. 2 7" _— Bolt Embedment-masonry......... .. . .. (Fig 5) .. ...... . . . .. ... ... — !in. Z IS" Plate Washer . . ... ........... ....... .. (Fig 5) .. .. .. .......... ... 2 3",x 3„x 1/4„ — 3.1 FLOORS Floor framing member spans checked ....... .. (per 780 CMR 55.00) .... . . . .. ....i . ... . . _ Maximum Floor Opening Dimension. ....... .. (Fig 6) ......(�,.5t.`� . ... 2 ft s 12' _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ..... . I ...... Maximum Floor Joist Setbacks ; — Supporting Loadbearing Walls or Shearwall (Fig 7) .. ft s d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall (Fig 8) .. .... : 1.�. . ... .��I ft s d Vt r Floor Bracing at Endwalls . . . . . .. ... ... ... .. Floor SheathingType y . .... . .. ...... . (per 780 CMR 55.00) ..... . ... . ..: YP Floor Sheathing Thickness (per 780 CMR 55.00 _— Floor Sheathing Fastening . . ......6PpM OX(Table 2)-Zd nails at-m edge/ 12 Aeld _ 4.1 WALLS707C 1 b d Wall Height Loadbearing walls ..................... (Fig 10 and Table 5) ' i _ Non-Loadbearingwalls (Fig 1 a0 and Table 5) .'� �ft s 20' _ Wall Stud Spacing 10 d Table 5 in. s 24"o.c. _ Wall Story Offsets .. ..... ,. (Figs 8) ,�, :k LI ft s d — 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls .. ............ ...... . (Table 5) ..... .. .... .2x � _ "• �ft in. Non-Loadbearing walls .. .............. . (Table 5) ....... . .. ..2x ft in. Gable End Wail Bracing' I — Full Height Endwall Studs ..... ... ....... (Fig 10) . WSP Attic Floor Length s- 2 ft ' Gvnsum Ceil;ny ixnvt Gf wsn,,,,.�ad>tF:�... .. . . . . ... . . . .. .. .. . . and 2 x 4 Continuous Lateral Brace ft.o.c...(Fig 11)........... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays .. ... .... . ... ... . ..... . .. ... .... .. Double Top Plate t — Splice.Length . . . .. .. . . . . .. . ... . . . .... . (Fig 13 and Table 6 f7LT�1 -,,/ Splice Connection(no.of 16d common nails)(Table 6). . ..... ..) . .. . `. ��Lft . . . ... —t — 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) P�IVA OF X4A GG kPoseD ptr1 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND ST DARDS bD b� MICHELE- \ ��i � L*jCa WOaD 0 CUDILO !' APPENDICES p N0.34774 ' if Loadbearin Wall Connections STRUCTURIaL.i',,�/� g ' Lateral(no.of 16d common nails) .... .. . .. Tables 7 2 Non Lateral Wall Connections — At F;r-:� Lateral(no.of 16d common nails) .... ..... (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)— Header Spans . . . . ... . . . . . .. .... ...... . (Table 9) ft J(2 in. Sill Plate Spans . . ... .. .. .. . ......... .. (Table 9)( Ift Full Height Studs no.of studs -2 in. sueI' — g ) ••• • • (Table 9) . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... . . . . .. .... .. .. . . .. ... (Table 9) . . . .... . . . . . . . �ft in. s 12' Sill Plate Spans.... . . . . . . . . . .. . . . . . . . . . (Table 9) — Full Height Studs(no.of studs) .. . . .. . ft in. s 12" Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' — Minimum Building Dimension,W Nominal Height of Tallest Opening . . .... L Sheathing Type .. . ... . . . .... . . .. . (note 4) . . .. . . . . . . . . . . . . . . . . W$s 6'8" Edge Nail Spacing . . . . . . . ...... . . .. . . (Table 10 or note 4 if less) . . . . . . . . . in. Field Nail Spacing . . . . .. . . .. . . .... . .. (Table 10). . .... . . . . . . . . . . .. . . . . i Shear Connection(no.of 16d common nails)(Table 10) — Percent Full-Height Sheathing ...... . . . . (Table 10) — 517o Additional Sheathing for Wall with Opening>6'8"(Design Concepts) . . . , . — Maximum Building Dimension,L ll u — Nominal Height of Tallest Opening .. . .. .. .. . .. ... . . . . .. . . . . . . . . . . .. . . s 6'8„ _ Sheathing Type . .. . . . . .. . . ... . ... . . (note 4). . .. . .. .. . .. . . . . . . . . . . . 1/f S _ Edge Nail Spacing . .. . . . . . . .. .. . .. . . . (Table 1 1 or note 4 if less) . . . . . . . . . in. Field Nail Spacing Table 11 — Shear Connection(no.of 16d common nails)(Table 11) . . ... . .. . . . . Percent Full-Height Sheathin g g o .. . .. ... . . (Table i l)... .... .. .. . . . . . . . . . (�qo — 5°/o Additional Sheathing for Wall with Opening>6'8"(Design Concepts). . . . . . Wall Cladding Rated for Wind Speed? . 3.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang . . . .. . ... .,• . ., . . (Figure 19) . ....i- ft s smaller of 2`or U3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors a Uplift t/� C (Table 12).... . .. . . . . ... .. ... . U= 2 If 2(o 3✓ - Lateral . .... . .. . . . .. .... . ...... .. . . (Table 12 if - .. . Shear. . . .... ... . . .. . ... .. (Table 12) — .... . .. .. . . . . .. . . . . . Ridge Strap Co ections,if ollar tie rtat use er page 21(Table 13 �ft s smaller of 2� plf O 13 3 Gable Rake udoo er .. . .. . S plf — . (Figure 20 J or U2 Truss or Rafter onnections at Non-Loadbearing Walls — Proprietary Connectors Uplift . . . (Table 14). .. ... . . U=_Lateral(no.of 16d common nails) lb. ... .... (Table 14).. .. . — i Roof Sheathing Type .. .... . . .. . .. • "*a' ' L= lb. _ (per 780:CMR 5 .00 and 59.00) . ..T7. Roof Sheathing Thickness . — . .._in. Z 7/16 WSP Roof Sheathing Fastening .. . .... .... . .... .. (Table 2) Notes: to d — I. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to complDy with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the folliowing metal straps and hold downs are not required per the WFCM 110 mph Guide: I a. Steel'Straps per Figure 5 b. 20 Gage Straps per Figure I 1 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 2 p gure 18a and Figure 18b Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent fu 1-height sheathing requirements shown in Tables 10 and 11. .5. me uottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treat'�d#2-grade. 4. a. From Tables 10 and I I and location of wall sheathing and Building Aspect Ratio,determine 1ercent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR -Seventh Edition 1055 A WC Guide to Wood Construction in High l 'i►►d Arens: i l0 n►ph Mind Zone -Massachusetts Checklist for Conipliaflce 1780 CMR 53QI.Z.1.1>' a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment YA*N THIS EDGE FMM ON FiV"ING USE&J NAISi AT 6-0 1/ 11 1/ I1 1 11 11 1 u J Jm 11 11 II 11 11 /1 I 11 11 1 11 11 1 /1 11 p 1 11 I 11 11 P l � 11 If 10 1 F 11 Qb 11 it O n u 1 a 4 1J li ii gSS 1 it 11 W 1 d 1 11 11 G 1 1 11 11 W 11 11 f 1 11 11 3 1 la 11 11 I 11 Tl /1 11 DOUBLE EDGE `__ 1♦ NAJL9PAt;N3 _� rI FAN�I— 1,J 1 . y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A WC Guide to ff%od Cotisl►-uclio►► i►► High ff'ind Areas: 11 i'l ►►►ph fl'bul Zo►Ie Mass-tichusetts Checklist for Compliance (780 CNIR 5301.2.1.1)' ` a , 1: FRAN111G MEMBERS ys. ; STAGGEREO 3-MM KA&PATTERN PANEL PAWL EDGE � DOUBLE NAIL EDGE SPAMG DETAL Detal I Vertical and Horizontal Nailing for Panel Attachment I _ )ENERGY L ONSE-RVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCI`ION (780 CMR 61.00) A piic,-nt Name: e Address: p L�rC.�� � (�- ` Sit Gov t L-oNcsWcUO 6kJc print Town: ri yr1PN!5 PoR-- Applicant.Phone: O Z14 -12-15 Applicant Signature: j�_.. Date of Application: 0 NEW CONSTRUCTION: (choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab Q -Option 1: Fenestration exposed Wall Floor Perimeter Wall LAUF I1SPF SEER U-factor floors. R-Value R-Value R_Value R-Value R-Value and De dl onal Appliwice Energy 35 R-3 8 R-19 R-19 R-10 R-10, ervation Act(NAECA)of 4 ft as amended;minimums or er a5 fl lICR1)1G Note: This form is not required if you choose either of the-two versions of REScheck.as•listed below. Option 2: REScheck Version 4.1.2 or later variant software analysis must-be completed . (780 CMR.6107.3.2 RFScheck--Web which can be accessed at http://www.energycodes-gov/reschcold DpITIOlVS'=O -.aT' ERATIONS :TO:EXlSTZIVG.BTI S,UZNCS:`OVER5:,X'EA RS OS�D* 3uildings under 5 years old must use option#1 or#2 in New Construction section above; . omplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a) SF 100 x - _ % of glazing b Q (b) Glazing-area equals. SF lazing is'<:40D% use.the chart below. If.,glazin is >:40°% proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL, BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Exposed floors Wall Floor Basement Wall R-Value U-factor R-Value R-value R-Value and De. ft R-Value 39 R-37 a R-13 R-19 R-10' R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not com ressed over exterior vralls and includingan access o enin s).- SUNROOM—An addition or alteration to an existing building/dwelling unit where,-the total E glazing area of said addition exceeds 40% of the combined gross wall an{ peiling area of the addition, Note:. Owner to fill out Consumerinformation Form (found in Ap endix 120,P) I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations' ' a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Cl (_Acay �T Address: l 'i ST1-4V= Z%Were O,`a City/State/Zip: C�`�i c �itt,t.� _ tv\A- p7&�'�'Phone.#: 507 -LZ( 7 Z t 45'- 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 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction .2.P�n am a sole proprietor or partner-' listed on the attached sheet. T. Q Remodeling ship and have no employees These sub-contractors have g_ Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers'"comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their_ 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 unde t pains nd penalties of perjury that the information provided above is true and correct Signature: Date: Z n Y Phone#: Official use only. Do not write in this area,to be completed by city or town official, ."City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical.Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I_ 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 certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees;a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in _(city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-12777749 . Revised 11-22-06 www.mass.gov/dia Board.of Budding Regulations and Standards License or registration valid'for individul use only _ HOME IMPROVEMENT CONTRACTOR before the expiration,date. If found return to: Registrat� �° 129816 ' Board of Building Regulations and Standards on Expiration 1'.1/8/2009 Tr# 260135 One Ashburton Place Rm 1301 7 Boston Ma.02108 T e Individual ' Yp EDMUND V. LACEY JR'. t EDMUND LACY JR '1.37 STURBRIDGE DR��,r�r�" ` - OSTERVILLE, MA 02fi55 r Administrator Not valid withoutsignature ✓die �a,,,,r,,a,,,u,P,a(,�i o���czooac`iicaP,�t 'z.,.. Board of Building Regulations and Standards ' Construction Supervisor License �- Li nse CS 75573 Kw. Birthdi to"/19/1958 L.+Exp ration 9/'9/2009 Tr# 5892 " J tRecon. -00 P I (�I , k f r E DMUND V LACEY J�RR q� j 137 >";CRBRIDGE + OSTERVILLE;MA 02655"' Commissioner I _.. .-_ ,J i r L xfS�; ���•G— _ Si'a/� DES i � r 1 f=a� o`T� � A ! PROJEC NAME: ADDRESS: GCS'Gr/-a a PERMIT# PERMIT DATE: O D y Mrn: cW7--4 LARGE ROLLED PLANS ARE BOX 1 i SLOT CO . . : Data entered in MAPS program on: 9' BY: OIL i I Town of Barnstable *Permtt Expires 6 montlu from issu date Regulatory Services Fee Thomas F.Geiler,Director . Building.Division- Tom Perry,CBO, Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.barmtable,ma.us Office: 508-862-4038 Fax: 508-790-623.0 EXPRESS PERMIT APPLICATION RESIDENTL&L ONLY Not Valid without Red X Press Imprint Map/parcel Number 7 //c�� NU (� Pro rtyAddress 00 WUV Residential Value of Work 30 0 "Q DMinimum fee of$25.00 for work.under$6000.00 Owner's Name&Address `✓V ►�' v 1 v Contractor's Name Jmeg Telephone Number v r Home Improvement Contractor License#(if app icable) q Construction Supervisor's License#(if applicable) 1 13 V_ ❑Workman's mpensation Insurance �'PRESSP�RM'� Ch9A one: I am a sole proprietor �.�T 2 Zo�2 ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name TOWN OF BARN TABLE W orkman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request heck box) Re-ro.of(stripping old shingles) All construction debris will betaken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Wh'erc required: Issuance of this permit does not exerrmpt'compliance with other town department regulations,i.e.Historic,Conservation,etc. * ote: Prope Owner t si Proper Owner Letter,of Permission. co y of the ome Imp eme ontractors License is required. SIGNATURE: - Q:Forms:expmtrg Reyise061306 r a • The Commonwealth opfassachusetis -Departmetit o}f)ndustrial Ae dents Office of Investigations 600 Washing eon Street Boston,AM 02111 - www.m ass.gov/dia ; Workers" Compensation Insurance_Affidarit; Builders/Contractors/Electricians/Plumbers A licant Information. Please Print Legibly . Name(Business/organization/ladividual): , Address:- City/State/Zip: r ' O��('JV Phone.#: Are you an emplo er Check the appropriate box: 1.❑ I a employer with 4. ❑ I am a general contractor and I -Type of project(required):.. loyees (full and/or part-time). have hired the shb-contractors 6 New construction . 2. I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employers These sub-contractors tors have 8El Demolition working forme in:any capacity.. employees and have workers' [No workers' comp.insurance comp.insurance.$' 9• 0 Building addition. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ Tama homeowner doing all work officers have exercised their l l,❑p ing repairs or additions myselE [No workers' comp. right of exemption per MGL insurance required.]t g. 152, §1(4),and we have no 12., Roof repairs employees. [No workers' •13.0 Other ------------ comp.insurance required] , °An y applicant that checks box#1 must also ftA out the section below sbowing'thcir warkmi compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and be hire outside contractors most submit a new affidavit indicating such. tContractms that check this box must attached an additic nalshcct Aawing the h1unc of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have rrrP-policy cr.employees,they must providh their Workcrs'co olic nurnb• . X am an employer that is providing workers'camp en infrmation. satio n inscra nee for my employees. Below isthe ollcYa ndJo b siteo Insurance Company Name: Policy#or Self=ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' com en ratio p n olic deciara " o P tto y u page b ( 'cuing the policy number and expiration date),; Failure.to secure coverage as required under Section 25A of MGL c. 152 ca n lead to the imposition of criminal fine up to$1,500.00 and/or one-year' '�' ��penalties of a y impnsonnient, as well as civil penalties in the form of a STOP.WORK ORDER and a fine of up to$250.00 a day again e 'olator. e advised that a copy of this statement may be forwarded to the Office Inyesti ati the bIA or ins tn cc c "or e verification. of Ido her certify.:r de the pal an !ties ofperjury that the information provided abov ,is tr a and correct Sienature: �.O q . Date: • Phone Official use only. 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'* - y a r '� '.c•r�x �..'<-5 � ��,. � ..�,L 3-t�T'Yt�-r` .�.,.,.3• ��7s'tiy.�,:• `&,r. ..t'. 1 1 1 1 ��.,• 1 1 • � �• 1 ;� 1 1 1 1 li; • , 1 11 t 3. tEk.g°=:ky..,.his,_ n�,�,,,c,. it::;;4r;, u,:... .,..., s -�.N.c x.�,::,r... ,:._- ,r :.s - � n.t<r'. ...-:�+wv.e:•.iwwx..-.r=�f miu;a._.,�.., i -F ti0f'(HE�ph o Town of Barnstable. h Regulatory Services MLAMNSMUMy ?"SS. �+ Thomas F. Geller,Director �a a� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstabl e.ma.us Office: 508-862-4038 - Fax: 508-790-6230 . Property l P rty Owner Must Complete and Sign This Section Tf Using A Builder as Owner of the subject property hereby authorize Q to act on my behalf, in all matters relative to.work authorized by this building permit application for: I�0 ��� wpc�� � . �n�IS 0�� • Address of Job) SIgnafure of er Date Print Name Q TOIZM S:O W NERP ERMIS S ION u. �F"E rpy, Town of Barnstable *Permit# 'bo Expires 6,months from issue date -:Regulatory Seces Fee __..Thomas7.Geiler,Director 0 9• Building Division "-Tom Perry, Building Commissioner X-PRESS E 200 Main Street, Hyannis,MA 02601 - Office: 508-862-4038 DEC 2004 Fax: 508-790-6230BAR EXPRESS'PERICnT.--APPLICATION RESIDENT Not Valid without Red X-Press Imprint Map/parcel Number A i� Property Address ®® Lo,^4 �r�d� A\e� 1�m Cain fLS Oos +� (Residential Value of Work 17,3 2 8, 96 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Ccx t f - (�® �..t�J1tl4�ese�� �V� t'liaa�✓►a1 SA M Contractor's Name A, C�� 10 �-vt ee �L Telephone Number 50$-778 "0(QO Home Improvement Contractor License#(if applicable) 149 9?,9 Construction Supervisor's License#(if applicable) CS 0A� 3 6 D°Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation-Insurance Insurance Company Name Gf-aV.,tr_ S-�a► LJ1ISUPQA ��'y►Drijnit Workman's Comp.Policy# k/C O S O -O3 0 3 S Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ® Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this perrnit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Hom/e�Improvement Contractors License is required. Signature ` J �W" A - Q:Forms:expmtrg Revise063004 Town of Barnstable ~° Regulatory Services i BaMSTABLA Thomas F.Geller,Director ' ��� Building Division Tom Perry, Building Commissioner 200 Main Street, ljyamis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ' I Property Owner Must Complete and Sign This Section If Using ABuilder ( ,(W _,as Owner of the subject property hereby authorize: -C1 e f Iry to act on my behalf, in all matters relative to work authorized by this building pernvt application for: 100 LovNo,w x-J Ave- Hg6V%A LS r4 MA (Address of Job) gig a of Owner U. Date 2�(P a Print N=,e n.cnu M c•nW NF.R PFR MTC CiON F BClr "ru in�gge ulat�Ions an an ar sg One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improveme . tractor Registration Registration: 142839 Type: Ltd Liability Corporation z u W Expiration: 5/25/2006 w ALL CAPE RESTORATION SER t DAVID SMALL 161 MID-TECH DR. UNIT D W.YARMOUTH, MA 02673 a Update Address and return card.Mark reason for change. Address Renewal R Employment Lost Card IS-CAI 0 50M-04104-G101216 A Ni Assessor's map and lot ,number ...Y9.`.."..ra�:. �z..7 :�. , SEPTIC SYSTEM MUST BE wry INSTALLED IN COMPLIANCE • Sewage Permit number .......................... ................:............. WITH ARTICLE II STATE � ` �j SANITA DE-AND THEpO �� 07j 1• O BARN S ' TOWN 9AE.H9TLELE, i "A ` c R IL IanG I �SPECTOR 9�po�i63q. .\�� a" ' 'EO NPY ,Y) ivy r utl. _ h r, ;y 4) t APPLICATION FOR PERMIT TO ..1 ...... ...... �.....X .1..�:F�1 �:....................... TYPE OF CONSTRUCTION ........VJ©V I' -11'4!�fE . ..................................................... . ............... ..............'r�f.....................19..7., TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... d.N..lr-li o v.to......d! t...E....................N. .1 1.1.`(A.,5.......P.O.M—..T.......... ..................................... Proposed Use ........t l 1........ .4�l�. ��-,1. .......... .....ems..' ?. . ... i. ..r .......... ZoningDistrict .. .................................................................Fire District .............................................................................. Name of Owner .:.... ...... }' 1:. .......Address ........... ..-................................................... Name of Builder .. �:. :. J - �. ..... Address ....�� ........ Y-...,' .............................. Name of Architect " Address .................................................................................... Number of Rooms .........�................................................Foundation ...... c.. Exterior .....AW. C-1..1W.Lip,.�...................................Roofing .........A! �........................................ Floors .......L:f.". ..d................. .Interior ............... ..ti/ .f... Heating ........H..Y.to.& ...............................:.:........Plumbing .........../NtaA(... ................................................ Fireplace — -..........................................................Approximate Cost ..........e.10.. .................................. Definitive Plan Approved by Planning Board --------------------------------19-------- , Area .y� .....'!• ...: Diagram of Lot and Building with Dimensions Fee ' SUBJECT TO APPROVAL OF BOARD OF HEALTH �p ifl I,i'I n F{ o � l LUT' Loh! y I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... .. ......... ...................... I Dr.Paget Irwin Izwdin ^ v' �l *�� add to dwelling ' No ---.--. r�,m/� for -----------�./~ ` ' . --.----.-----. / — }V � � ����vw»�� Avenue ~ �Location i --'--.--..-------------.. -. < oyaznioport ^---`^----'^---'---~--------- Owner Dr......Irwin Page . —.---.---,~--..--.~.----.~ ' fiame `~^ Type of Construction -------------- —^.---.----.—.--.—...—..—.-----.. - 7 ' Plot Lot ------'--- ----------'' May 18 ~ ' 78 Permit Granted --.--�----_—...�lV -J / . - Ddtaof Inspection ---------.--..lA - ^ -- - �- "�`�f -~ ' Dote Completed ---.��' ---.--lv° / . � � - . PERMIT REFUSED ------..—.—...-....—.--..�..— l� . —.—.------..~~.—.,..~~..—. --~--' ` � ' ~. ~- . . . ~ ~` < / �- ^� r� /� ~� --`----'--^—^----^'^--'~`—'^'~—'`— ~- +1 ^ - . '---^—~'—'~~^^^^^^^'^^^^'-''' .—^---''^:� --------^—~'—~^^'^^^'—^^r^^^'~^'—^^ 1g ' ' rrr~`~^ ------------'--~'' --------------~......—.--.--- ` .. �------------.-------.---~.��. . . . 's m nd lot number ... D9; 7l Assessor a ... .....�} :•1 e permit number ......................... .......................... Sevfag, yo`TREtO�y TOWN OF BARNSTABLE BARNSTABLE, i "6 UMI)I G INSPECTOR c APPLICATION FOR PERMIT TO ...Vq:D.b....... . ut ����� U �,K.a/V ./-- TYPE OF CONSTRUCTION ........W..o ...o In 1✓o..✓� ........................................................................... ........... ....... ;!�!!�;C, .............. ......................19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....�r. l�f ( +w) h .'.r?. ►A.s.) C 1-� `-t.. !�d n.f.l..: pra.► ................................................ Proposed Use ..1.r I•-I now r I--1- 'r .....A'..�..6.k::.��........�... ..................................... ZoningDistrict ..:n.................................................................Fire District .............................................................................. Name of Owner ...... V-{ ......Address C'.Al� .....-................................................... .:. ..... ... Name of Builder 1V )�? !2� !`4.0/YAddress .... �y ` Name of Architect ............. ................................................. .................................................................................... Number of Rooms .........��.................................................Foundation .....8.L74( e, ................................................. Exierior ...... r . ......................................Roofing 147"C10:? # /A�__ -t- Floors ........ ............................................................. Interior ............'... .U. .Gi..l...�.....,1................................................. Heating � .V f']h r l/�t/L ........................Plumbing NtnAt . .............................................. ............................................ Fireplace .................................................................................Approximate Cost .......... fI77 ................................. Definitive Plan Approved by Planning Board ________________________________19--------. Area ..... ...4 Diagram of Lot and Building with Dimensions Fee r.....:....................................... i SUBJECT TO APPROVAL-OF BOARD OF HEALTH I oK c, s 30' E to I r r 1 `h rn ! (a7 - I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name *' 'f ,f" ............................ ..................... Page, Dr. Iwin A=287-89 1 20 Permit for Add to d el ng No .......: t .......... r ............................................................. 100Longwood Avenue Location .................................................. .......... - Hyannisport Dr. Irwin Page tOwner .................................................................. frame ` Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ t N Ma 18 78 r Permit Granted .............. P......................19 Date of Inspection ........ ...........................19 . Date Completed ..... ............................19 ` PP,RM )F� D............. ....... ... `. ��� 19 s . ................................ .......................................... tiApproved ................................................ 19 ............................................................................... . ............................................................................... , U Q . . CoAfAf o, b rh OD Sll3 - - r EXl s 7 AlG tN ib 2 9__0 • �' ~ v Al r �1L' W sw i. 0 mac_ TS °.` a fl z a� N 03 CIM NN ol 'o \ �I V W a � As- IAJ �s1 V-1 { i - o "l x ft oz 73j gym . 2 S. 00' o, NO 17) 00 o �� � � � am � � � z9o • o o M r �r N a ' � � � a �y b by y O N v n• �20 L/ E I P2o � I ice- z I otjDA- v Vm2 i f / ��K t S Gam-- c N D rt1�? °�s O .5:7 cat T -f O L r— X S T—/H C�-- Ip- I / L!— LC P— . V79 L �C►SST N G- z-7 Srv[ ! /Z- I dec2 -7� L-T 0-0 RA I � � • 1 c le-Z-a-v tZ Z, LP v L-r ram _ T a n , EXTEND.REAR WALL AND:REFRAME BACK PITCH � > NEW r ` O v ROOF DECK BEYOND ul NEW W1NpOW W ` MATCH QCISTING NEW ROOF DECK CQ LIM REPLACE WINDOWS f, MATCH EXISTING - { OPENING z z fi _ TE z 0 U4 �. IH w o . Q 0. o w _ � w a 5NEET 3 OF II 1 , L I I -LIA i ®���� j DEC U g SCALE I/4" 1'-O°, 2008 r, I 0704 DRANN BY: KN DATE: It/14C08, -: W 0 `41 49 w � - - �./m00%,C��iYiro,�' • . ' k ' . p � `� � � � � � 4 0 ' y ' rW J W ioIN ITS co � W r b ' o z Q �o r Tom. .. • - .. ,. - r ., < + y r- \ A �4t&ra rock W 7M(y- we- ,,1.e W(� i +. F i , < 0 p; �,���i''f`to�oJ �a� 9�'t�#�a ���� f��i'a'�e�t n�(r• �►��.I,�a �- ',1.����< r_t-r�z� ��aN�j-�'12.�c7•� j���. �PVf�le��a�R� ���WPF�C� Side view of an INCLINED WALL � Side view of a STRAIGHT WALL ft When placing an insert into a When placing an insert into the back slot we will obtain an , ' ,��; j the front slot we will obtain a r: rr r,.y. inclined wall. 1�-1��,1 +. straight wall. ,1 r ,nvw r 1 �4enad�' IN