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0093 SOUTH BAY ROAD
� r � Town of Barnstable _ Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BAWNTMBM .ate Posted Until Final Inspection Has Been Made.- Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1000 Applicant Name: Moacir Filho Approvals Date Issued:. 07/16/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 01/16/2021 Foundation: Location: 93 SOUTH BAY ROAD,OSTERVILLE Map/Lot: 093-059 Zoning District: RF-1 Sheathing: Owner on Record: MANN,DEBORAH TR Contractor Name: FRS COMPANY INC. Framing: 1 Address: 93 SOUTH BAY RD Contractor License: 171336 2 OSTERVILLE, MA 02655 Est. Project Cost: $49,995.00 Chimney: Description: Full roof replacement Permit Fee: $ 254.97 Insulation: Project Review Req: Need Property Owners Authorization or signed contract, Fee Paid: $ 254.97 liability insurance certificate and workers comp affidavit Date: 7/16/2020 Final: attached. Emailed applicant. Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:, Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT `` Final: ram. �,�c 2-f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued t ti Conservation Division `Vl � LSE7-3SSy) Application Fee Planning Dept. Permit Fee a' , Date Definitive Plan Approved by Planning Board �7�IL P i Historic - OKH Preservation / Hyannis Project Street Address 9.5 so Village OS+t�zfi Owner T�FF t'L��/ d!'�A-IU IJ Address 1 Scoi s* QftPi O 649 Telephone �S'Q g �L 3 - Z 3 .Permit Request />$ X 3to 640e. A a. 94N de d-tex— Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District .4 13 Flood Plain Groundwater Overlay Project Valuation 000 -- Construction Type 4-944v4aG Lot Size 411 U S-7 S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑?<sting dz ew;F�ize_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;VNo If yes, site plan review # co �. Current Use Proposed Use _ APPLICANT INFORMATION A (BUILDER OR HOMEOWNER) 7 p . �a�,� NameS��`'� G LW ?d0(S _ 6� C— Telephone Number Address 2 7�4�V�J S f License # R��d /�l Ar d C7 Home Improvement Contractor# l 3 oZ 7 oZ Worker's Compensation # WGA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# d ,DATE ISSUED MAP/PARCEL N0. � ADDRESS VILLAGE OWNER } DATE OF INSPECTION: tFO.UNDATION FRAME INSULATION E, FIREPLACE i • 9 ELECTRICAL: ROUGH FINAL., PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' a DATE CLOSED OUT ASSOCIATION PLAN NO. r -- 1�epq.rtmeKtt of Industrial Accidetc s Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.govldia Workers' Compensation Insuraxce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information -Please Print Legibly Name-pusiness/organization/IndivigmD- Address: ' 2 ls" 4.IN V-4 City/State/Zip: A: 0 7O Phone-m 53 �''Px2, 33 Fd Are you an employer? Check the appropriate bog: Z . general contractor and I -Type of project'(required):• 1. I am a employer with 4 ❑ I am a l. have hired the stab-contractors 6. .New construction.. .. employees(full and/or part time)..* - 2.❑ I am a•sole proprietor or partner- listed on the'attached sheet': 7. ❑Remodeling ship and have no employees These sub-conirac6s have ' 8. Demolition working for me many capacity. employees and have workers' 9. Bui1 addition [[No workers' comp.insurance. comp,insisance.# ❑ required_] 5. ❑ We are a corporation*and its 10.❑Electrical repairs or additions officers have exercised their 3.El am a homeowner doing all work 11.❑Plumbing repairs or additions- myself [No workers' comp. right of exemption per MGL . 12.❑Roof repairs . . insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.W 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 am doing all work and then him 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-contractois and state whether or not those entities have ernployoes. If the sub-contractors have employees,they must providb their workers'comp.policy number. .'I am an employer that isproviding workers'compensation insurance far my employees. Below is the policy and job site information. f . n Insurance Company Name: -A- Cl i} t!�!,S, C d P Policy#or Self-ins.Lic.# �L� s'�� 7b 21 Expiiation Date: Job Site Address: r City/Statelzip: Dsrk2 IL t WA 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 fne up to$1,500.00 and/or one-year imprisonment, as-well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the-violator. B vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for' de GoVAZG V*e 'feQon. I do-hereby certify�Umnd4lcrpain7�s-anA6069-es erjury that the information provided above is true and correct Si ature: Date: �• ?.� 'Z O:f Z Phone#� SB.s'• L` ��� . official use only. Do not write in this area tb be completed by city or town official City or Town: PermitUcense# Issuing Authority(circle one): `1,Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5:Plumbing Inspector - 6. Other Contact Person: Phone#• . ::1.'yIILIil%t P7itI'I•lII�LUII '1'O;HLLII : VII1l.:G t1Jl1CL7t"JGJO.`70! 6 Q409�/28/12 EST Pg 3-3 CUSTCIMCUNf1 _ ACORD, CERTIFICATE OF LIABILITY INSURANCE ['3/29/2012 AEIMAUDDlYYYYI t THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER R00RTAMT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must tie elidolsed.ff SUBROC AT1 N IS WAIVED,subject to the terns 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 Ileu of such endorsement(s). PRODUCER NAME: HUB International New England a"co.Na._,I:978 657-5100 �8789860038 lac J: 222 Milliken Blvd _ -- - ADDRESS_- -----... - ---- ---..... Fall River, 02722 _ INSURERS)AFFORDING COVERAGE �—NAICN 508 235 2200 00 INSURER A.Acadia Insurance Company _ - 31325 INSURED - INSURER B: Custom Gunite Pools,Inc. --- ------- ------ 215 Plain Street INSURER C: - -- - —�--- Rehoboth,MA 02769 INSURER D: _ INSURER E: 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:�- THIS Li TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTnE POI.ICYPERIOO INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT;FICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCI_LSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. INSR• ADD UB F16LiCY EFF POLICY EXP _TIT I TYPE OF INSURANCE— INSR WVD --POLICY NUMBER — LAWDO1YYYYl MICD/YYY1 ----__—_ '-IMITIT3- A ;CENERA'_LIABILITY CPP0326586 D212312012 02/231201 FACH OG:URRENCE I S1 OOO 000 pp�pCt 0 RENTED kX CCMIME?CI.ALGEN=RALLIA.BiLITY PREMISES EaocaurEyi a� S250 OGO C,ARA5•MADE OCCUF. I M1IEDEXP(Any or* per;,or:.--- $S ODO_----- i PERSONAL&ADV INJURY S1,000,000 ._ GENERALAG•aREGATE s2,000,000 GENL AGGREGATE UMr APPLIES PER: PRODUCTS-COMPICP AGG !2,000,000 PRO —--- IL P 1UCY��JT LOC _ $ AU70MOSILE LIABILITY 3MBNED�tNGL LIMIT A MAA032658$ --- 2/2312012 02/23/201 Ea acodent• ___ $1,000_000 ANY AUT') BODIL"INJURY(Per parson) S -- A'.L O6vrIE0 X SCHEDULED I BODILY INJURY Per auWent' S AUTOS AUTOS ( J I X HIREDAUTOS X NON-OWNED PR PE TY AMAGE AUTOS Per accident $ X rive Oth Car $ A. 1 x UMBRELLA LIAR OCCUR CUA0326589 - 2/23/2012 02/2312013 EACH OCCURRENCE s2 000 000 EXCESS LIAR CLAIMS-MADE AGGREGATE_____ $2,000SOOO DEC I X RETENTION$10000 $ A rV40RKERS COMPENSATION WCA50676210 212312012 02/23/201 NC STATU- DTH- AND EMPLOYERS'LIABILITY Y!N , RY LIMITS ILE ANY PROPRIETORIPARTNEPlEXECUTIb' E.L. $5OO OOO 10=F'::ERIMEMSER EXCLUDED9 c a EACH ACCIDENT--, (Meadatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes des ibo uMer DFr 9.:RIPTIONOF CPERATIONS belu•,a E.L.DISEASE•PDLICY(.IMIT $500 O00 l � I I I CESCRIPTION OF OPERATIONS I LOCATIONS J VEHICLES(Attach ACORD 101,Additlonal Remaruo Schedule,If more space la required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE.ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE CELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©19$8.2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD NS700306/MG95386 CH002 Town of Barnstable arns ' O - Regulatory Services • B&KA.B aIE t Thomas F.Geiler,Director.hs�a9. y�A i639. �`�� �. ren.5 .Building.Division Tom Perry,Building.Commissioner 200.Main Street,Jiy_aDWS, Q2�01 www.town.barnstable.ma.us Office: 508-8 62-403 8 Fax: .508-790-623 0 Property Owner Must -Complete and Sign This Section If Using A Builder &4-Ax,s—) as Own et of the subJect property hereby authorize S I�eaG4-e�G t �� to act on my behalf, in all matters relative to work authorized by this building permit_ 3 tt Sa"144 4Ab 'ad( d( f-e (Address of J b) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 77 i e o pplicant A) &I%W�e4-AA'Pe,*a- Print Name Print Name, Date Q:FORM&OWNERPERNOSIONPOOLS 6/2012 1 Massachusetts -Department of Public Safety i Board of Building Regulations and Standards Construction Supervisor License: CS-084302 y r SYLVESTER ' AM*AI4: r t 90 NEW STREEC Rehoboth MA 02769 I - J � Expiration Commissioner 07/W2014 , :._�---.--":._----:.... -----: ,_.----�-.-.,� ,•:. ��ie Taomamzomtiuea��..a�✓�Laaaae�ivael2`4 �y icepseior.regrstratton valid,for mdivrdul Y �Jture of Consumer'`Affairs&'BusmessRigulatrou y r, lbufore the.expicatrori'date If found°return to f hihM�IMF.f2OVEMENT CONTRACTOR T e OfYrce of�onsti"mer'Affairs and BY siness'Regulatioil Ri:yistration::, 1.32725 privaie CoPpolari 'Os':ark?Iaza Suite 51.70 �., Erpiratiori, ,312�/2013 Boston;AZA,02116 i i. O`nTOM G'JNI lNC r . T��poc3,�� ,. . 5 PLAIN STREE4 t t Undersecretary i; l i;i. s�.II�:• � Not valid withoutsienature - ff'' REHL)BOTH,MA 0 ----- wo I U19 uu+vl It ruuLt PAGE 02 Town of Barnstable i } Regulatory Services NAM Thmas F.Geiler,Director Building DiAsion TW11 P'em,EIR44108 Commissioner 200 Mein 3heo%JHymis,MIA 02601 wwWA0wa bAM2tible.ma,ux 4fficc: 508-862-4038 Fax: 508-790-6230 PRoperty Owner Must rOMPlete and Sign This Section If Using A Buff rLr Y' --6, 444 py!o ---- , as Owner of the subject property h=-:bp autho ' e (�{ '�+�' k 00�S /*e 44,04 act on r.ny b6alf, in all matters a 6ve to%vatk authored by this bwil&n$pelt i Tool fe ices and ak=g are the re®ponsi.bility of the applicant. pools sire not to a wed or utWxed before fence. is installed and all,final inspection are performed and accepted. (zignatme of dwaez Signature of.Apphunt p�t Neme Pzisat Naaaas lC 3o r �0.te Q,�otwrs:o l RNMSIO POMS 612012 r LINE TABLE LINE LENGTH BEARING L1 15.60 N82'26'30"W N : t. wq Y " S ��.� 7 S9 O0'F Z 7 g IL N rn 47,487 SF )C n v 1.09 Acres N 0 10 ' • z 15.5' O . z 15.5' . 22.2' � 3 /.. '22.2 o • IN A13- O tO oP ,ti Of \ FY o �. N 85'S918" W • SOUTH BAY ROAD 123.24 o\ 29874 NOTES: FOUNDATION LOCATION ASSESSORS MAP 93 PARCEL 59 DATE: 10-28-1999 FND EL = 12.8' (NGVD) -.CERTIFIED PLOT PLAN GAR FND EL = 13.7' (NGVD) SOUTH BAY ROAD LOCATION: OSTERVILLE, MASS. I CERTIFY THAT THE EXISTING �► FOUNDATION SHOWN HEREON COMPLIES SCALE: 1 = 100 DATE: 10-29-1999 WITH THE SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE PLAN REFERENCE: L. C. PI. NO. 9592 L AND IS LOCATED WITHIN FEMA FLOOD HAZARD AREAS S At• AND B. �o•�,4.99 BAXTER & NYE, INC. DATE: REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN IS T B ED ON AN 812 MAIN STREET INSTRUMENT SURVEY THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY-LINES. . APPLICANT. JEFFREY L MANN 99021(CPP0I.DWG) i LINE TABLE _ LINE LENGTH BEARING L1 15.60 N82'26'30°W N J 59 O cv o••. 14 0 47, 7 SF °7 10 1.0 Acres P , 1 w o m 5.5' z 5.5' 22.2' i� i 3 22.2' Of 85'S9'18" W BAY 1 s z3.24 1 o IS ,l v 29874 A L NOTES: �� 6•�� FOUNDATION LOCATION ASSESSORS MAP 93 PAR 59 DATE: 10-28-1999 FND EL = 12.8' (NGVD) CERWIED PLOT PLAN GAR FND EL — 13.7' (NGVD) LOCATION: SOUTH SAY ROAD OSTERVIL E, MASS. I CERTIFY THAT THE EXISTING FOUNDATION SHOWN HEREON COMPLIES SCALE: = 100 DATA 10-29-1999 WITH THE SIDELINE AND SETBACK REQUIREMENTS OF THE'TOWN OF BARNSTABLE PLAN REFERENCE: L. C. Il. N®• 9592 L AND IS LOCATED WITHIN FEMA FLOOD HAZARD AREAS S Alj AND B. •gaq BAXTER & NYE, INC. DATE: REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN IS T B ED ON AN 812 MAIN STREET INSTRUMENT SURVE THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT RE USED TO DETERMINE PROPERTY—LINES. APPLICANT: JEFFREY L MANN 99021(rPP01.DWG) r ALTERNATIVE W EATHERIZATION Date `) �- G Town of Barnstable ( 5 Building Division `! W rn 200 Main St. Hyannis, MA 02601 The insulation work at GOA- Ad -: has been completed in acco.rdanc v4ith-780 Regards;; •;;••:. "• .:: . -..; . .. • . . . . : •.: . othy Ca tal,*, . .. President , CSL 105454 58 DICKINSON STREET FALL RIVER,MA 02721 1 (508) 5674240 1 ALTERNATIVEWEATHERIZATION®GMAIL.COM TOWN OF BARNSTABLE BUILDING PERMIT APPtACATION f Map Parcel TOW OF BARNSTABLE Application # Health Division . 5 Date Issued 1 0 /1 Conservation Division Application Fee Planning Dept. Permit Fee -7, -� ... .................. - Date Definitive Plan Approved by Planning Boa'rd?I[. N Historic - OKH Preservation/ Hyannis Project Street Address 3 �)OuAb PQNI Lad Village (S i 1 Owner , f-Wy--e ftnn Address Telephone S09 - 2_1 - �q23 Permit Request I � I C�Q 10\jer O V V_-22 ej�It)jny . I nSm I. Z-1 q WftLCM -ya16 NuyAW I . 1 n a I W nt UqAAci n aj�fff ha�r ope o-4 vras a :cdxq (,Ak ]EK Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay o-o ' Project Valuatio ZZ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: S existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: WGas U.Oil ❑ Electric ❑ Other Central Air: /AYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �y Name J Telephone Number ] Address 2 I _0 Gl S-I JR Q License # I �A/► �. I r ` 01121 Home Improvement Contractor# 17, V3 Email GIAtLf)gA WQIIRWi 7_Cl i r r?QM0A-W Worker's Compensation # �QMT2UW 691 M1 ALL CONSTRUCTI DEBRIS RESU NG FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE DATE FOR OFFICIAL USE ONLY ?� fi APPLICATION# DATE ISSUED _ MAP/PARCEL N0: �. ADDRESS ' VILLAGE a OWNER DATE OF INSPECTION: s x FOUNDATION FRAME T INSULATION Y FIREPLACE 4? ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL OAS: ROUGH FINAL FINAL BUILDING {, DATE CLOSED'OUT t s� ASSOCIATION PLAN N0. f ( The Commonwealth of Massachusetts r Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, M4 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant Information TO BE FILED WITH THE PER,IIITTING Al1THORITV. Please Print Leaibl Name (Business/Organization/Individual):ALTERNATIVE WEATHERIZATION, INC. Address:2 LARK STREET City/State/Zip:FALL RIVER, MA 02721 Phone 508-567-4240 #: F2.F_11 ployer?Check the appropriate box: Type of project(required):ployer with 14 employees(full and/or part-time).* e proprietor or partnership and have no employees working for me in �' New'constructionty.(No workers'comp.insurance required.) g• Remodeling 3.�I am a homeowner doing all work myself.[No workers'comp.insurance required.]* 9. ❑Demolition 4. I am a homeowner and will be hiring contractors to conduct all work on m roe I will 10 ❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. 11.Q Electrical repairs or additions d.❑I am a general contractor and I have hired the sub contractors listed on the attached sheet. 12.❑Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.-* 13.❑Roof repairs 6.❑we are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑✓ Other INSULATION 152,§](4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -*Contractors that check this box must attached an addirtonal sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,,iiey must provide their workers'comp.policy number. /am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:ACE AMERICAN INSURANCE CO. POI icy#or Self-ins. Lic.#:6S62UB513918901 Expiration Date: j Job Site Address: A�L_ City/State/Zip: I . Attach a copy of the workers'compensation p licy declaration page(showing the policy number and expiration ate). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. t do hereby certify under h ns an al, s o p jury that the information provided above is true and correct. Signature: Date: Phone R:508-567-424 -------------------- 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): LOthvr Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector son: Phone#: IRi tfax C1-1 4/7/2015 6:23:53 AM PAGE 17/020 , Fax Server CERTIFICATE OF LIABILITY INSURANCE _20,5 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 CONSITIM A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATWE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: B the certificate holder is an ADDITIONAL INSURED,the policy(ses)must be endorsed. tf SUBROGATION tS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endomertertt A statement on this certificate does not confer rights to the certtReate holder in lieu of such endorsement(s). D(RER CONTACT NAW— IVEIROS INSURANCE AGCY PHONE FAX 375 AIRPORT RO FALL RIVER MA(12720 E-MAIL INSURER(S)AFFORDING COVERAGE NAICS INSURERA ACEAMERICANINSURANCECCMPANY 'BXSGRED INSURER S: ALTERNATIVE WEATHERIZATION INC 1446 STAFFORD RD wsuRERc: FALL RIVER,MA 02721 INSURER D _ -INSURER E MURERF• COVERAGES CERTIFICATEM 8 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AM IPP `� TYPEOFDWRANCE ffm wVVO POLICYNUNIBER ef �II CY E'Y POIJCYEXP LIMITS GENERAL L1ABLM EACH OCCURRENCE S CO&W ERCIAL GENERAL LIABILITY DAM AGE a p S AOE I OCCUR MED EXP( me on) S J _ PERSONAL B ADV INA)RY 5 . GENERAL AGGREGATE S GENL AGGREGATE IJMrT AFPLt£9 PER: PRODUCTS-COMP:OP AGG S CI POLICY I I JJEECT I I Lac S AUUMBUL"am EM.W101PINGLE LVAIT S • ANY AUTO BODILY INJURY(Per person) S Au OMRiED SCHEDULED S AUK AUTOS BODILY KJURY rwacodeM) HNO IREDAUTOS AUTOSWrdED P, iY AMAGE S S Urd07eELLALtAD OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS44ADE AGGREGATE S I ow I RETufnom S IS II WORffMCOWTN8AnON X WC STATU- OT)4. AND F]-.111 TUA ILITY Y,N TORY LIMRS1 ER ANY PRCPR1Er0R EXCLUDED? RlE7G5C1JTXV N NIA A E.L.EACH AC0DENT $S00.000 OFF)1aWyIn NH) EXCLUDEIT7 N 6S62UB 04.05-2015 04-05-2016 ! INKY In ayes.ecu�c wnaor 5S918901 E.L DISEASE-EA EMPLOYEE $500,000 ,I DESCRPTt0N OF OPERATIONS below E.L.DISEASE-POLICY UMfr IS50aOM DESCRIPTION OP OPPRATIONS I LOCATM-S I VEMCLES(AmoN ACORD let,Addltlornl Raft SchedWe,C m n space to reWrece CERTIFICATE HOLDER CANCELLAML I NATIONAL GRID SHOULD ANY OF THE ABOVE DESCRIBED POLICIES B 40 WASHINGTON ST., CANCELLED BEFORE THE EXPIRATION DATE THEREOF, WESTBOROUGH,MA o1581 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUf4ORX2»REPRESEAITTATNE -•BY.L ACORD2010I0 01988-2010 ACORD CORPORATION.Ali rights reserved. ACORD 25( 5) Tire ACORD name and logo are registered marks of ACORD I I I Office of Consumer Affairs and Business Regulation 10 Park Plaza --Suite 5 170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 175683 Type: Corporation Expiration: 5/29/2017 Trm 265489 ALTERNATIVE WEATHERIZATION. INC. TIMOTHY CABRAL - __--- 2 LARK ST FALL RIVER, MA 02721 Update Address and return card.Mark reason for change.- �, 20 •,._r `_ Address Renewal j_ Employment Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only SOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ,Registration: �75883 Type: Office of Consumer Affairs and Business Regulation Expiration:. 5/29%k"7 Corporation 10 Park Plaza-Suite 5170 Boston MA 02116 ALTERNATIVE WEATHM2IZ T-TOV;INC. TIMOTHY CABRAL rill 4valid�w�it 2 LARK STj =ALL RIVER,MA 02721 L'adersecreta -/ry % 1 t'1ut signatu S � Ti<iT1El ii Oi<-)?lt�l.ft62�a aa>r of Stiildlrrg€2egi afv cars aezd`S:ati. I,iit3,Su;uerarr" 'Fsff,•ISveF'1VI�OP731 > .' Cetossier fl5[t}8fZp17 L • Town:of Barn-stable j 1y' eces ;. Ridisrd Y.�3cale;: Uor: gi ID ioh . TomPeriy,, Ca�md�sEonar 200: 1 �wa+.�vti�waiileasat� Proper3Wn+e,=1V.��st.. :�,T A:; Zm Wr c J efkcv Met is 2u mazceu:.rel ve roo S Pit a?Pliwtion far MA ' Pao s anctih ms are;tl - ;i�s.� • . (10111A :der :Sf,?lpptiiout . x , �.FORHIS�o�1t�RP�iMLSSTO�NPDO�S' � i ALTERNATIVE ' 1MEATHERIZATIO N • = o o r Date N Town of Barnstable `v Building.Division 200 Main st. Hyannis, MA 02601 9 uAAe, tion work a ` I The insulation. n completed in ac C `�:<, has been P •f.�t. ','�• ' .r".N�'i•4:5i: .,5i.:�.:;Y:•�,•5.,'_ 1•�>:;'::':.-1 othy Ca -fat; President •CSL 105454 58 DICKINSON STREET I FALL RIVER,M L.7E A 02721 l (508) 567-42a0 I ARNATIVEWEATMFRUA¶ON@GMAIL.COM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # '12 I-7 Health Division B Date Issued ' —7-7 -I 7 Pec Conservation Division G��pT Application Fee q Planning Dept. O JAAQ3 ?®, Permit Fee U. •�� Date Definitive Plan Approved by Planning Board �QPr, , Historic - OKH _ Preservation/ Hyannis Project Street ddress oC c Village fP�!"1// ��� Owner,l ffi--� Aanit- Address /'Ij JUS4c /b Telephone P it Request Ala 13/tWA /Y-1 C,eZt,q uu'2 ,(A A C vx. c��fs Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation A0a-07) Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ' Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address o2 c;�r-(� If License # Home Improvement Contractor# 74 6 Email Cal l-fe-rIc4-fiVe-U) Ae-7'Z&i-i-P?i, 0 Sena Il Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -�W"Z SIGNATU DATE FOR OFFICIAL USE ONLY 5 0 APPLICATION# DATE ISSUED MAP/PARCEL NO. • 1 ADDRESS VILLAGE OWNER - A i 3 r ( DATE OF INSPECTION: FOUNDATION FRAME } INSULATION {� FIREPLACE ELECTRICAL: ROUGH FINAL I+ PLUMBING: ROUGH FINAL � GAS: ROUGH- FINAL FINAL BUILDING DATECLOSED OUT ASSQ.:PIATION PLAN NO. i The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lee?ibly Name(Business/Organization/Individual):ALTERNATIVE WEATHERIZATION, INC. Address:2 LARK STREET City/State/Zip:FALL RIVER, MA 02721 Phone#:508-567-4240 Are you an employer?Check the appropriate box: Type of project(required): I.0 I am a employer with 16 employees(full and/or part-time).' 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in $. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.[:]I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[]Roof p repairs These sub-contractors have employees and have workers'comp.insurance.t 14.❑✓ Other I N S U LATI ON 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether 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:STAR INSURANCE COMPANY Policy#or Self-ins.Lic.#:0849257 00 Expiration Date:04/04/2017` Job Site Address: City/State/Zip: erI/ Attach a copy of the workers'compensatioiPpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the ai d pen s o perj ry hat the information provided above is ttrru and correct .Signature: Date: Phone#:508-567-4240 Official use only. Do not write in this area,to be completed by city or town offieiaL 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#: Town:of B a bie eg1i�[ oeies 0 K. T�omPerry,. CaxuimdrssEoner i0: i64 k i WW AOVVk 4bie=&ft Of=-004424030 Fax:-•508-79"-P0. Cp 1 ete:1a :fta. hb: Se [on s: $LYiC � �l �c mot ti ,.as:QavWip�E.. ie3tP0PY in.altmatoemr lafiveito woika.mAoi zed-tytliis-bu�iug.pmmaap*ation-for 1117A "Todfeub6s and. arms am... 0 Y.O. '' oi e•, : `lic2�i •�' � :£der- �. . .:Si�a�;� pivant Paivat P&twame Date QXGR tsb B&Iw=Ol&00rs ALTEWEA-41 CCOSTA CERTIFICATE OF LIABILITY INSURANCE TIM CEIMICATE 1S R4 M AS A KAT1ER OF UWORYATION ONLY AND CONFERS NO RiE M UPON THE CE1:iFR—"m HOLML TM CERTFCATE DOES NOT AFF11111NIATWELY OR NEsGATIEVELY Ate. EXBW OR AUM THE COVERAGIE AFFOOMW BYTW-POL3CES BELOW THIS CERTIFICATE OF INSURANCE DOE!! NOT CONSTIPJTE A CONTRACT BETWEEN THE p lwolilm� REPRESENTAWE OR PRODUCER.AND THE SATE HOLDER. ANT: tf the tr I-m5Clle bolder is an A00010WIL Nam,the po9cy0m)root be a, In If SL40ROGATIMIS WAAiED,std eel to Ow Nuns and coedtlions of Ow po",certain poW An may regtdm an ondommeat. A staeffasfd on tilt Ci plbt dots not t tfglrHe!o ttM cor0mle hoWw in pro of such em4 weooiulmxmwcr ma 8a t1r AmInsurance Apency,Im (781)"7-31 , (M)447 MO ILFrmfoao coaE NAIC s a16 MMA:Evanalm knurawm Co oom rMwlmD tfaiemm9: kteli num 38464 Aibernadm Waalharhation,Inc. mouser C:3W 1"uwm 2larkSteen afsLl O o: ' Fats Rim,MA OV21 MUM E: � DURN eEt F: COVERAGES CERTIFICATE NLRAO6R: REV996ON MITER: THIS IS TO CERTIFY THAT THE POLICIES OF DWRANCE LISTED BELOW HAVE BEEN WJED TO THE INSURED NAMED ABOVE FOR THE POLICY PERM NtOomm. NOT wrroSTAwm ANY fmuwaAEmT, TERm OR CONDITION OF ANY CONTRACT OR O7NM DOCUMIT WDi REWIECT TOW ACK THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SURECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES.L WrS SHONN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTA I TYPE OF 99VJRAM E PDXJGY NIMiER I OEM AM&I Lam A X NiMB L0816gLLIABILfTY EACHOCCUE E i s 1,00Q XxA,ws MADE 'occuR 16$3 06I071 f6 OBA7/2A17 , ,n s i mW EXP M am omm) i S � PERE,ONAt.a ADY tNN.ktY is 1 GLEN L AG rt£GATE LIAi(T APPLIES PER GENERALAGYoRLGATE Is i POLICY V J Loc ( PROD ucrs-ca ,nPAcc,s OTHIM. I I I f AUTOr0EtEUABLrTY s 1,98it B ANY AUTO 6237702 iO4ANW&IS 04>O017 BDOLY INJURY(P►pmm) 1 f L�ED I X j SSECH XW SOD LY la A RY Fwaeaft" $ NON-0LMEO ; s ' X I HLRED AUTOS �X Atrros I 1 f i I LpIBREUA LJAB OCCUR ' •EACH OCCURRENCE is 1,t38D A r E7XCM L M I CLAIMS-MADE i ( O i 06A7=16+fl6WrWI7 AGGREGATE t f 1 DEC) RETENTIONS i ! I s SPTER ATUTE C ANY� WY � Y1N ER IN/A O 700 !OaWOi12D1$ W 11�17 EL EACHACCHX34T iI pfye" E.L DISEASE-EA f DFSc T10N OF OPERATIONS below I E.L DISEASE-POLICY LIMIT S i Dr flOiIOFOPERATXMdILDCAflONSIVENCLEb d►CORD10 AdtlimWRreaelNaesreW mY4talradrdlesonaP is MW OW CorTL SoYHCss LLC,dtft Nfe3oasl Gftda dlbda KA EteLnrl c dRO R m Im F 8es and At tiaa Inc asaddkkmM hatred vft eesyrct tQ itNl GL mm cwrfrad*d wMh CwW1eaef tioidw KallLit Tobin eN= Tamont St Boelotr~Naar Ges a EioetrIc,%mas car.*Now&via d Gm E Illm St.Fall 8272MI MickM GLCAC,30S Eom 8t.Low oom WA;Cohnibis Gas eE XA are l A m l l insured vAlh raeV A to Ct..Oey for the fo0m g pmojcoc k YfhartzaBon trAtdtstion for Low Fncaale Noting are AddhkmW Lnswod vAlh respects to Auto Lkdgft per Us Nss and coaWtions of tom SCA oos 0216) Fomr AvaNabie Upon RavuPoL CERT>FMATE HOLDER CANCELLATION SHOULD ALLY OF THE ABOVE DE8CROM POLICIES SE CANCEI I BEFORE NatlotmiGrid THE OW411 LTION DATE TfIQfBOF. r WILL BE DELIVMW IN ACCORDANCE vm Tm POLICY PrIOVINONS. 40Id s St Ws 1,tlu►01581 ALJS11p0QFD IlfrfAT11E ®INS-M4 ACM CQVIOMTM. All rWft reserved. ACORD 25(2014M) The ACORD Warne and logo are n*MWW marks Of ACORD i _h. Office of Consumer Affairs and Business Regulation 10 Park Plaza --Suite 5 170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 175683 Type: Corporation Expiration: 5/29/2017 Tr# 265489 ALTERNATIVE WEATHERIZATION, W0. TIMOTHY CABRAL 2 LARK ST --- — - FALL RIVER, MA 02721 -- -'- --�- Update Address and return card.Mark reason for change. —• Address - Renewal 1 7 Employment - Lost Card Vc- -, Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OM E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 156 783 Type: Office of Consumer Affairs and Business Regulation a : 2f177 Corporation 10 Park Plaza-Suite 5170 y� Expiration: 5 Boston,MA 02116 ALTERNATIVE WEATi-ERIZATTON-,INC. TIMOTHY CABRAL 2 LARK ST I FALL RIVER,MA 02721 Undersecretary l ;'o valid wit ut signatu atizrietrf_Pubic S � c tog(R�egutationsart �S � . ';� Conay9ss oste 05t08J20lT JUL-03-2001 08 : 18 PM MARGOS 5084281317 P. 01 M .y 41 JUL-03-2001 08 : 19 PM MAP..GOS 5084281317 P. 02 --� •�aa o3� wHILESk l P16 'SAP 14 'IN 12:4.4 �1a1biQ1W:A2�0004A. .�.� -`8 , Whol®sol• > Upply,^ Inc. � -- r+� ODQMM - � 30 Coosa R.O. VW0 ":v$141. �b COW R.O.PIRONT:V 4111" I lIs01;YVPE►1«= Wp�oAocturae:9(0l and Kolbe Window(43.00.401 R.A. tROICT"; V 0 tea• R.A.N ...:....._ .._. t O004 14mg,WOM2020.2.Wood,14A Loan E,00 133.01 !T 1 "e�Ay�t'00" 17.17 17 Nt�l 1 $am id 124plar.Abrkm K•Kron 106.23 106.23 1 11i>I"m 95.72 06.72 1 Mkir 2M N $9.06 $9.06 t SON**4 is in. ►1 1 Jambo,6 Will ZQ.7�.71 20.71 PMP far 0W 1 While Jamb LWar 1 Whirl PWI 8~ FO 26.63 2693 1 OVO Ow"em 10.10 16.10 irbrlor I�r�nad tetx t WNW"01111w•re 34 pa �I,ti4 1 FIar C410r l!W"OMM Sam 3-1 n', 1 21n. Pf*uawd SIR worn g ;.Obel-YYPR 4.1 i TOWN OF BARNST'ABLE CERTIFICATE OF OCCUPANCY PARCEL .ID 000 000 157 GEOBASE ID ADDRESS 93 SOUTH BAY ROAD PHONE OSTERVILLE ZIP i .LOT 14 BLOCK LOT SIZE , DBA DEVELOPMENT . DISTRICT. PERMIT 54353 DESCRIPTION C/O FOR SFH UNDER PERMIT it 41185 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services ( TOTAL FEES: ?NE .BOND $.00 Ox CONSTRUCTION COSTS $.00 d i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P '. * ,BARNSrABLF, MASS. i l F MA;I BUILD BY DATE ISSUED 07/09/2001 EXPIRATION DATE. .a TOWN OF BARNSTABLE i BUDDING. PERMIT PARCEL ID_ 000 OW 157 • GEOBASE ID - ' ADDRESS 93 SOUTH BAY ROAD r PHONE OSTERVILLE - ZIP' - 'v �4 BLOCK LOT SIZE n DEVELOPMENT DISTRICT I 1 41185 DESCRIPTION 5BR /3 BA/2CAR ATT. (SEW 099-472 ) !J BUILD TITLE NEW RESIDENTIAL BLDG PMT PROPERTY OWNER _ Department of Health, Safety i ARC; and Environmental Services 1 , -T01 "S, $1,246.00 SO N i. ( 00 C0 COIF_, _ :i'rt�. ►�OSTS $400,OO+C t�0 � 101 'JINGLE FAM HOME DL •-.CHED 1 PRIVATE P I 1P.— TABLE, 39. MA83. ,r D S�3S Foy" 'r BUILDI G/.I IWSION/ fi BY ,SATE ISSUE `1C1999 EXBIRATION DATE r TOWN QF BARNSTABLI BU T,1 )S N•G-PERMIT r PARCEL ID '000.-600_.157 . ._-,~GEOBASE ID '' y .,, ADDRESS 93 SOUTH BAY. ROAD �� - -- " -° PRONE_ ,; S r OSTERVTLLE _ p, _ ' ZIP% _ LOT �14 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 41135 DESCRIPTION SBR /3 BA/2CAR ATT. (SEW 099-472., ) PERMIT TYPE BUILD TITLE NEW RESIDENtIAL BLDG PMT �. CONTRACTORS-. PROPERTY OWNER ` Department of Health, Safety ARCHITECTS:— and Environmental Services r � , TOTAL FEES: $1,240.00 DIME BOND• $.00 CONSTRUCTION COSTS $400,00a.00 1.01 '. SINGLE FAM HOME DETACHED 1 PRIVATE PWI s�►� . . * HARN3PABLE; MASS. �► i639, BUILDiNJA •V SON BY DATE ISSUED 09/21/1999 EXPIRATION DATE . THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: r APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE. APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS 'ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY.,, .-.- POST THIS CARD SO IT i LE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS. nELEECT FRICAL INSPECTION APPROVALS b_m-of 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 12 RD QF H ALT OTHER: PLAN REVIEW APPROVAL W R SH LL NOT PROCEED UNTIL Pj&IT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF'CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I - I I V:. 4 i I . f i LINE TABLE LINE LENGTH BEARING L1 15.60 N82'26'30"W ( U� t N W4 Y S 04 e>>2 o, S9 F O z g a f- LOT 14 � of 47,487 SF z 10 1.09 Acres o w N AM M g }o k ? I CV � � W o 15.5' z 15.5' 22.2' � �� 15 i 3 22.2' o �N A13 0 (0 8515;18_ yy 5 v'� / \ 0U TH BAY ROAD 123.24 La<�� NOTES: FOUNDATION LOCATION ASSESSORS MAP 93 PARCEL 59 DATE: 10-28-1999 FND EL = 12.8' (NGVD) CERTIFIED PLOT PLAN GAR FND EL = 13.7' (NGVD) LOCATION: SOUTH BAY ROAD OSTERVILLE, MASS. I CERTIFY THAT THE EXISTING SCALE: 1" _ 00' DATE: 0-29-1999 FOUNDATION SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK REQUIREMENTS -OF THE TOWN OF BARNSTABLE PLAN REFERENCE: L C. PI. NO. 9592 L AND IS LOCATED WITHIN FEMA FLOOD HAZARD AREAS S Al AND B. lc*.I4.9a► BAXTER & NYE, INC. DATE: REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN IS T B ED ON AN 812 MAIN STREET INSTRUMENT SURVEY THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY-LINES. APPLICANT. JEFFREY L MANN 99021(CPP0I.DWG) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2.3 Parcel Permit# An B I; Health Division �7"y Z /Z6 Date Is ued51- 21 9 Conservation Givision Fee �.��® ©0 Tax Collector - r Treasurer : SEPTIC SYSTEM MAST BE ---.+- w 1 : INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Plan ing Board �� �U= ENVIRONMENTAL CODE AND GJGL v-t- yk, Y1Pc� TOWN RE ON Historic-OKH Preservation/Hyan is ® <f- Project Street Address 14 D U R-4 ka�> Village L" Owner !. IVAI Address LIQ 00 y 1-0) 11'31 1647-!ll fJb�� Telephone �- Permit Request /VW Oyott, rMnlY pts(o 1,(,c; 1P Dw� &W 0 Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost qM11W Zoning District —Flood Plain Groundwater Overlay I Construction Type C t ws) C sv '6`4� 'P�Lot Size Y Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 8'0" Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes CkNo On Old King's Highway: ❑Yes CWNo Basement Type: @-Full C'Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 160 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new _ 1 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: YGas ❑Oil Cl Electric Q Other Central Air: Q les ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes QMo Detached garage:❑existing ❑new size Pool:❑existing O new size Barn:❑existing' ❑new size Attached garage:❑existing 6a new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use I BUILDER INFORMATION ` Name- ^ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION D RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU E DATE 1 4r 4%, FOR OFFICIAL USE ONLY s` PERMIT NO. :-- DATE ISSUED ~' MAP/PARCEL NO. r ADDRESS - i VILLAGE n.Y r OWNER DATE OF INSPECTION: ! FOUNDATION FRAME '11-f coo -r-f, - INSULATION FIREPLACE t ° ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH = '= c_ FINAL FINAL BUILDING _ T •N � I�� aN . DATE CLOSED OUT ASSOCIATION PLAN NO. .ti r LINE TABLE LINE LENGTH BEARING L1 15.60 N82'26'30"W N *4 Y S N 6)•\ ao 72• 744 S9�'F O Z 7 5 IL E- LOT 14 rn � of 47,487 SF z 10 1.09 Acres 4 w N Z Ito N o 15.5' Z 15.5' i 22.2' � �� 15 i 3 22.2' v I A13 O tD Of N 85'S9'18" W x r�, SOUTH BAY ROAD 123.24 — 1 o I o 2W74 1•r, �IS::n��sQy`�� ` * NOTES: FOUNDATION LOCATION ASSESSORS MAP 93 PARCEL 59 DATE: 10-28-1999 i FND EL = 12.8' (NGVD) CERTIFIED PLOT PLAN GAR FND EL = 13.7' (NGVD) SOUTH BAY ROAD LOCATION: OSTERVILLE, MASS. I CERTIFY THAT THE EXISTING FOUNDATION SHOWN HEREON COMPLIES SCALE: 1'* = 100' DATE: 10-29-1999 WITH THE SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE PLAN. REFERENCE: L C. PI. NO. 9592 L AND IS LOCATED WITHIN FEMA FLOOD HAZARD AREAS S Al AND B. to•�q•9�l BAXTER & NYE, INC. DATE: REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN IS T B ED ON AN 812 MAIN STREET. INSTRUMENT SURVEY THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY—LINES. APPLICANT: JEFFREY L MANN i 99021(CPP0I.DWG) Indusionary Affordable Housing Fee Property Owner's Named P Project Location 3fe--o . J 1 (Lc- Project Value -! U Permit Number Planning Dept. INCLUSIONARY HOUSING FEE vD•o PAID PLANNI10.DEPARTMENT INITIALS ,— DATE J - J..3� /� M CUR Appo ofti Tabl@Z=b(o ff Pro—iptbe Pickno for Oae and Two-Fau*heat umW Baildlnp Heated with Fond Fade y MAXIMUM mum at cdungWd1 Floor gamey,* Slab HemiawcoolinB U-vduej Rrvalae, R I EGvdues Wall A� Ema� Pwimw almue Rrvabzd ' 5"1 to 6500 H@4e Dews D&W Q 12% OAO 1 39 13 19 1 10 6 Nonsml E 120A OJ2 1 30 19 19 A0 6 Nmmai S 12'b OJO 38 13 19 10 6 B AF1JE T 13% a36 38 13 25 WA WA Nmmd U 13% a" n 19 19 10 6 Nmmal mot AFUE W 15% 1 0m 1 30 19 19 1 10 . 6 W AFUE x IV/. 0.32 33 13 25 WA WA Namnal Y IVA 0.42 33 19 2S WA WA Nommi Z IVA &42 3= 13 19 10 6 90AFUE M ia'/. OJO 30 19 19 10 6 90AM 1. ADDRESS OF PROPERTY: J AUc 11 , 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 75 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-1980303a 780 CMR Appendix J - Footnotes to Table J5.Mb: doors,. skyli and Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass 'ghis. basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 if of glazing area. =After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table JI.5.3a. U-values are for whole units: center-of-glass U-values cannot be used ' The ceiling values do not assume a raised or oversized truss construction. If the insulation achieves the full R um insulation thickness-over the exterior walls without compression, R-30 insulation may be substituted for R-3 8 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between - - me conditioned space�u►u U,c vcuu�YWA LAW Gf the 04 'Wall R-values represent the sum of the wall*cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall. For example,an R 19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-flame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawispaces,basements, or garages).Floors over outside air must meet the ceiling requirements. "Me entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requu=ents,-are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table JI.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) if a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. GIazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 f - = d -- _ Department of Industrial Accidents t office 911fivesdooffO0s 600 Washington Street " ' `� Boston,Mass. 02111 Workers' Com sensation Insurance/Affidavit name: ^��: M Nk) location �(� c city V " '•�) phone N E 'l am a homeowner peti'orming all work myself. ❑ I am a sole rietor and have no one workin� in ace ' /// ❑ I am an employer.providing workers'compensation for my employees working on this job. :::::::::.:: ciiasnv n :::::..::.............::::::...................,•::::::.v::::::::::::.v::•:::...........:::::::::::•:::::::: :'t"F:$::%::i;: ::irS'5::::::;:%:�:i:i :: :% ,•': :%`':::% :a: :`;.`;:';`' i:2'::: :t: i: :::........................................................ ............... ins ranee co ;:>:<:<:::«:»':>:::«:::»:<:><:»>:>:<:>::::>::>::;;>::::>::>:>:::<:..... :::;::.;:.;:.:::«:::.;::<:>::... ................. olicv.#....>;: ....`:: ': I am a sole proprietor,general contractor,or homeowner( ' We one)and have hired the contractors listed below who the following wakers'..compensation polices:...............:................:..:......::..::::::::::.::.:::.::. ::::.:............................................................. .....::.::.::. CO1I1Da V jj j.. :j(%;...i.}y;?{ %:;%:iii:vi::};Tj;'i,'%:.i.:i:i?<isit?:{iiii:?iii:v:%J:%:Y<:iiij?i'>�iii'r::::%%: :i%:y.%:;%Yi: :$ii:i:i::<4iiii........ :: ;i:...iii::)$......:%%:i:tii viiii'iiiiiii:i ii :.., .................................................;.r..h:•;.:.�}:::::i::::: ,:,;rn........J.•;::.•`.•'r:•`.•}:}'};{...;:. ..c.4• :R:^.•:`6::>r7...r.... ...f.....::::::..•.......................... ................ ...................................................................................................................................... .. ...................................n.....r.r........................v...r.. ............,......::::.v::::::::::::::::•::^. ?.i:-;ii:{:•:4:;•.,•.:,:•:::,{.;{{.}i+.v::.:,•::::•:{{{{•;:?{{??•}:'.{?•:'i:i.:,f+r... ..rJn'J:J r:�ii:.i:{• insurance.ca::.:..........:.:.....:.:.:::..::.::.:..:..:,:.....::...::..:..::. ........ . .. .. .,:.:,.....:..::.::::,....::.:,.:.... 1#t� ........ .::..............................................................................................................:.....................:.:.................................................................................... .............................................................:. ......::::.............................................................................:............ ........................ ..................,................ ................::.::::: `:r za<a....:::::: ::::::::::::::::::::::::::.,::.}>}:?..:.......?.}:«.}:?.}:.};: .}}:err :?.:? a ddress'' >'<aiett :::::....}.A..,:. ................. ...................................................................... ......:'�:-w:::::v..................................m.vh!+.•\w.v'f.{v:.v::::::�v:,•:JC^:r.{.+:}}}}};•}Y.•. x:.v: :•::::.....:::v:: :v:::::•::::::•.::............ :n}}i;::•isni}i:•y;:•::.:fY�i;;ii;:?^:v}}:4;:}}i::is?liiTi:'<;::.v;.v;:??:!C;v;i:•;i}}:::::v l:^i:Fi {^:•}:•}}:r: :.�:..::i::.v: .....w:::::;:;..........•" .:wl x."..'.x... .:::::.v: .......wr.vn...::::.�.. x::nv:.r::i'4:•}i:v};ii i:;>}:{ . ;.;:.:v::'•..�:::::.:•::::.x::::::.v.+ v...:........r.....?.vm...J.. ......................:.r•::v v:.•x:v !"•.v;y;..::•::??•:i;::........>Y;:;{.}:!iiilii:::.'.'::.::.:::: :::::;;:?:'.:.::':5.:.. .....:........v.•:..•....................... ......�............ ::�::::v...................::•:•::r.;.r...:::{•.1:4::v:•::::::.:v:::w:::::v:•:•.:: :.......................,................ ......:.�::.:... ...............v..:.:?w:rr..:•:v•.vn• ..�.• ....n-}yf-,/... k,....v....n............................... x::}.:}�::::n.......... ........ x:.v:XvY.vM.J.>.v.x+ii:�i'r;'ii:�ii;•.,- ............ .::•..:.........:..:...:.•::::v .........................................} ::::•::•::•.......::..::..::._.�:•::v:::::::;: i:•}:•}}:fir}iiiT:•}::n.......................................v nsarance:eo.� :.:::,.,:.:::::::..:.:..:........:.:........... oliea.#.....................................................:.......,..,:....................,..........: Fafiure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand fig a copy of this statement to Office of Investigations of the DIA for coverage verlfleation. I do hereby fy ender Penalties of Perjury that the information provided above is&w and wend signs Date ' Print name G AN,V Phone# official use only do not write in tMs area to be completed by city or town official ' city or town: permit/licaue ff ❑ ul ding Department ❑I lcensmg Board ❑checkif immediate response is required ❑Selectmen's Office • _ ❑Hearth Deputmznt contact person: phone#; ❑Other lirmW 9195 PIA) i; Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. l 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, empl*ng employees.J However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is com�lete 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 peimit/license nmrber which will be used as a reference number. The affidavits may be remmed io the Department by mad or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions.. please do not hesitate to give us a call. The`Depiitaient's.address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of InvesdVadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 The Town of Barnstable DFTME F. °''�o Department of Health Safety and Environmental Services Building Division BAMSenBte, ' 367 Main Street,Hyannis MA 02601 atess. � 039• AlED IV11►'I A Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: O Go V�IJ►7� y J ,w C y`���. number street village ^ry 2 "HOMEOWNER": TL'l=a2tw� name home phone# work phone# CURRENT MAILING ADDRESS: ' �lJ OSOPJ Cj( S(lt, 1 28ft44i;M 7 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 aco as supervisor. DEFINMON 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" omeowner"certifies that he/she understands the Town of Barnstable Building. 4Depreojwn i pection procedures and requirements and that he/she will comply with said ents. Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to.do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN i FAX TRANSMITTAL To: Prom: Peter Boseio Date: September 23; 1999 Attention: Jeff Mann Number of Pages: 2 Including copes sheet . Pax Number: ( 81)784-7367 Project: Mann Residence- `: Regarding: clarification of -Osteiville,MA truss;oist Project No.: 9922.00 ❑ Urgent ❑ For Review ❑ Please Comment []Please Reply "® As Requested REMARKS: Artached Is a revised copy of rl-e truss jolet member in questlon by the bullding department. r s I noted to you In our phone conversation, Rick Dempsey considered the member acceptable since the difference between the design dejection and tt.e control deflection Is only 1-10000 of an Inch. The computer does no- snake judgement declsicns and failed the joist. In ol! other design and control Issues the joist passed. i asked Rick to Identify the ccceptabl;ity of the member and stamp and sign the sheet. 1 will forward a copy 'To the building department`or their records. Feel free to call If you have arr)-add:lcnal auestions or comments. 7'.yank you, Peter Bosclo, Project l"anocer Judd Brown deslgn/Jefferson Group Architects. ;nc. Cc: Richard Stevens, Osterville Bullding Deportment (fl 50�-790-G230 JBD Inc. JGA Inc. efferson Group Architects, Inc. Corporate Office �Aorkwing office: 647 Jefferson Blvd.Warwick,RI 02886 P.O. Box 2669 Chicago,IL 60690-2669 401 738-8624 Fax 401 732.4730 773-868.0353 E-maii:jbdigo@ool.com �.�. _ , "laz 50e S4S 0289 j VI51 91 -ATTIC-25'SPAN '01Q sw0INu"irym=,s 11.87&' TJIV1Pro'rm-380 JOIST @ 16,0" o/C BFAML,PA 1001 er8m eSs:os PM Pigs 102 wdcoda:104 MEMBER IS INSUFFICIENT DUE TO LOAD Product Diagram Is Conceptual, Analysis for Jolst Memoor Stipp*ng FLOOR-RES.Application. Loads(pM 30 Live at 100%duration,10 Dead,0 Per6on.Sind: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Flaor(1.(0) 0 13.3 0to25' Roplacas Uniform(pII) Flaor(1.00) 40 0 S'to 20' Adds to SUPAORTS• • INPUT BEARING REACTIONS(U) WIDTH LENGTH JUSTIFICATION WE/DEA0/TDTAL DETAIL OTHER 1 2x4 Plate 3,15W 2.25" Loft Face 300/166/400 DOW A3 1.28"LSL Rim 2 20 Pieta 3.50" 2.233" Rleht Face 30011681440 DstoP A3 1.25"LSL Rim -See TJM SPECIFIERS!BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 463 462 1420 Peaeed(33%) RI,end.Spst11 under Floor loading Readen(Ib) 463 463 1234 Passed(38%) Beartna 2 under Floor leading Moment(R-ib) 3587 3567�� S 00 Po ed 9% MID Span 1 under Floor loading Lire Defl.nn) 0�.830 0 615 FAII,E 48ti MID Span 1 under Floor loading Total 00.0n) 0,884 L6pan 1 Uflder Floor loading TJ-Pro Rating 14 Any Passed-Allowable moment was incroased for repe0ve Member usage. —Qvo ss -DellectionGrlteda:SPECIFIED(LL:L/480,TL•tl240). _ -V%C'.(%1't(1,41i..IJ(,ftr__15 15/tflOo -Deflection analysis Is based on composite action with single layer of the eppropriste span-rated,GLUED 3 NAILED wood docking, -eracing(Lu).All compresVon odges(top and bottom)must ba braced t1t 2'8'o/c unless detwed otherwise. Proper attachment mW positioning of lateral bradng is required to schleve member stablllty. P!gym RATINfi MMTEM The TJ-Pro(USA)Rating System value provides additional floor performance informajon and is based on a Clued&Netted 3/4 OSS de*ng. The aonuolling span is supposed by wage. Additional considerations for this rating Indude.Ceiling-None. A strucwral anelpA of the deck has not been perfarmad by the program. mi OF RICI.11100 J, DfMRSEY STRUCTURAL .. No,29173 PROJECT INFORMATION OPERATOR INFORMATION: MANN RI;SIDENCS THE DEMPSEY GROUp,INC. � MAL�No OSTERYILLE,MA RICKARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 643 U99 508 543 0289 Copw N m IWO by Trus Jo*MtaoMillan,a Iwed pa,nmhlp.Salle,Idah3,.USA. Wall,,TJ•Pro rp she Ti-eodln-are Ir+e+nmnm of True r01a,MiaMOlon. Ut®li a tPOlstero0 vbtlernt,rK or mis pow,Ma�rtsn. RECEIVED TIME SEP.22. 5:57PM r SEP.2.9.1999 8:29AM JBD/J- A 110.419 P.12 FAX TRANSMITTAL To: Prom: Peter Boscio Date: September 23, 1999 Attention: Jeff Mann Number of Pages: 2 Including cover sheet Fax Number: (781)784-7367 Project: Mann Residence Regarding: clarification of Osterville,MA truss joist Project No.: 9922,00 ❑ Urgent ❑ For Review ❑ Please Comment []Please Reply ® As Requested REMARKS: Jeff, Attached Is a r evlsed copy cif tl-e trays jol5t member ir, question by the bu!Icing department. I N5 I noted to you In o4,r phorle conversation, Rick Dempsey considered the member acceptable since the cilfFerence between the design des1ection and the control deflection Is only 1.4000 of on Inch. The computer does not make Judgement decisions and failed the jolet. In ol! other design and ccntroi Issues the Joist passed. 1 asked Rick to identify the a-cceptabliity of the member and stamp and sign the sheet. I will forward a copy to the building deportment for their records. Feel free to call If you hove any addMonal questions or comments. Thank you, Teter Bosclo, Project r ionager Judd Brown design/Jefferson Group Architects, !nc. Cc: Richard Stevens, Osterville Building Department (f) 50c`s-790-G<30 S1 ed: JBD Inc. JGA Inc. Jefferson Group Architects, Inc. '.orporaie Office Morke;ing Office: 647 Jefferson Blvd.Warwick,RI 02886 P.O. Box 2669 Chicago, IL 60690-2669 401 738.8624 Fax 401 7324730 773-868-0353 F-rnaii:ibdigo@ool.com SEP.23.1999 2 29RM JBD/JQ;RgMpsev GROUP INC 51219 543 G28N0.419 P.212"82 SeJVlb I Al -AT71C-25'SPAN TJ-eeom"' v5.42 SarolNumtser:7004mis 91°87F' VI®IPro'm-360.JOIST i@ 16.01° O/C 11MMUPA 1'a01 a/3m 6:26"oli PM Page 1 02 au�dCodal 10q MEMBER IS INSUFFICIENT DUE TO LOAD 11 f Ip LOAeL � r� Produce Dingratrp is Conceptual. a�s Analysis for Jolst me moor Supportipg FLOOR-RES.Appticstion, Loads(psry:30 Ltvs at 100%durollon,10 Dead,0 Psrtltion.and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Unitorm(plf) Floor(1.00) 0 13,3 0 to 25' Roplaces i Uniform(PIO Floor(1.00) 40 0 51 to 20' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbe) WIDTH LENGTH JUSTIFICATION I.IVEJ DEAD/TOTAL DETAIL OTHER 1 20 Plate 3,60" 2.25" Lott Face 300 J 166/400 Detall A3 1.25"LSL Rim 2 20 Plate 3,50" 225" Right Face 300/lee 1460 Detall A3 1.25"LSL Rim -See TJM SPECIFIER'$!BUILDER'S GUIDES for detail(s):A3. QtwSIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 463 402 1420 Pasesd(33%) Rt,end Span 1 under Floor loading Reaction(Its) 463 463 1234 passedP8%) Bearing 2 under Floor loading Moment(rt-ib) 3587 3567 5 00 Pe ad 0% MID Spah 1 under Floor loading Live Den.(ln) 0.630 0.515 FAILF L/46S MID$ pan 1 tinder Floor loading Total Oefl.(in) � q am 3 MID Spah t under Floor loading Ti-Pro Rating 14 Any Pawed Span 1 -- - - - -- - _� Allowgble moment was increased ror repetitive member uw9e. �, lJ(4� G p tJ 4 l Ei Q A tiG "• -Deflection Criteria:SPECIFIED(LL:U480,TL:tl�40). pk C (l.�t.t.1G t 5 1S/*,p o 0 err ,,tic►� Deflection analysis le based on composite rAction with atnDlQ layer of the approprieta span-rated,GLUED S NAILED wood decking. t3racing(Lu).All eomprsssbn edges(top and bettor)must bo br2ced at 2'8"etc unless detailed otherwise. P►oper attachment and positionine of lateral bmeing is required to schleve memberstabllity, Pr TM RATINfi MTEM The TJdaro(USA)Rating System value provides additional floor performance information and is based on a Oluad&Nailed 3/4 088 decking. The controlling span Is supported by wens. Additional considerations for this rating include:Ceiling-None. A structural analyss of the deok has not been performed by the program.. r y4M OFety 1� p RICHARD J,b� STRUCTURAL ` Na,29173 PROJECT INFORMATION OPERATOR INFMATIOfd: MANN RESIDENCE THE DEMPSEY ZROUp,INC. r- - 6s NAl - OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONT$POND DRIVE FOXBORD,MA 02035 509 543 5499 508 543 0289 Copyrlght0;900 by True Joist MaoMmon,s limited psnnerohlp.Boll*,Idaho,USA. Pray",TJ.Proa,silts Ti-saamM are Intamgrke of Tn»chat MacMillan, 7r1t9 U e mg(sternd tre+3emark or Trus Jolat MaeMiAen. RECEIVED TIME SEP,22. 5:57PM - - I I FAX TRANSMITTAL To: From: Peter Bosaio Date, September 23; 1999 Attention: Jeff Mann Number of Pages: 2 Including cover sheet Pax Number: ( 81)784-7367 Project: Mann Residence__ i Regarding: clarification of Osterville,MA truss'out Project No.: 9922.00 ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ® As Requested REMARKS: Jeff -A*tached Is_a ev►sed copy of rl-e t-us5 joist-member In quesrion by.the.oullding department. noted to you-lr our phone conversation, Rick Dempsey considered the member acceptable since the difference _ between the design deflection and the control derflection is only 1-9/1000 of an Inch. The computer does nor Make Judgement declsicns and failed the jolst. In ol! other design and ccmrrol Issues the joist passed. 1 asked Rick to Identify the ccceptabllity of the member and stamp and sign the sheet. 1 will forward a copy to the bulldlmg deportment`or their records. Feet free to call If you hove ate'add'�cnal questions or comments. '.hank you, Peter Poscio, Project r1onocer Judd Brown deslgn/Jefferson Sroup Architects, ;tic. Cc: Richard Stevens, 05+erv!Ile Building Dvpertment (f) 508-790-G230 Signed: 7`" JBD Inc. JGA Inc. efferson Group architects, Inc. ;,orporoie Office Morkving Office: 647 Jefferson Blvd.Warwick,RI 02886 P.O. Box 2669 Chicago,IL 60690-2669 401 738-8624 Fax 401 7324730 773-868.0353 E-rraii:IbdIBo@ool.com 50B 543 0289 Jw51 St -ATTIC-25'SPAN :.f rj-e w s.rN 11.87W' TJI®/ProTm-350 JOIST @ 16.0" o/C HAWN, 10M 4/8M 5:24:06 PM Pala 102 W4dC44e;104 MEMBER IS INSUFFICIENT DUE TO LOAD LOADS: Product DingraM Is Conceptual. aLiL Analysis for Jolw Marrhoar Supporting FLOOR•RES.Application, Loed30*30 Live at 100%duration.1 O Dead,0 Partition.and: TYPE CLASS UVE DEAD LOCATION APPLICATION COMMENT Unilorm(plg Flcnr(1.00) 0 12.3 0 to 25, Replaces Unitorm(plf) Floor(1.00) 40 0 T to 20' Adds to JUPPO TS: INPUT BEARING REACTIONS(tbe,) WIDTH LENGTH JUSTIFICATION LP*IJDM/TO'rAL DETAIL OTHER 1 20 Plate 3.5W 2.26" La{t Face 300116614SO Dotal)A3 1.25"LSL Rim 2 20 Plate 3.5o" 2,25" Right Face 30011681460 Detall As 1.25"LSL Rim -See TJM SPECIFIERS/BUILDER'S GUIDES to(detail(e):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 463 4a 1420 Paseed(33%) RI,end Spin 1 under Floor loading Resewnpb) 463 463 12334 Pmed(38%) Becang 2 under Floor leading Montent(ft4b) 3587 3567� 5 00 Pa ed tom. Ml0 span 1 under Floor loading Live DsA.M} 0.830 OJ315 FAILS IJ489 MID Span 1 under Floor loading Total Defl.(in) 4 MID Spen 1 under Floor loading. TJ-Pro Rating 14 Any Passed span I -Allowable moment was increased fa repe0I member usage. - OeflectIonCrBerta:SPECIFIEWILL:L1460,TL:tn40). D�C-f-lt(t.�1.1.JC,f� t5 15/�00o err q,,) h,.ac„►� -Deflection analysis Is based on composite action with single layer or the appropriate span rated.GLUED 3 NAILED wood decking. -eraclng(Lu).All compress;on OdgeS(top and bottom)must be braeed At 2'r a/c uniess detelled otherwise. Proper attachment and p0ftnirhg of loteral bracing is required to achlew members;fability. -P!g'm RATINQ MMTEM The TJ-Pro(USA)Raft System value provides additional floor performance information and Is based on a Glued 9 NAtled W4 086 docking. The oorlwolling open Is supported by W0111 Additional considerations for thi3 rating Include:Calling-Nona. A etfucwral analysis of the deck has not been performed by the proprsm. dy IM OFFRIC �n P Df PSEY STRUCTURAL No,29173 i'ROJECTINFORMATION O_PEMTORINFORMATION: �F�arsTEa MANN RESIDENCE THE DEMPSEY GROUP;INC. ^ s MAL OSTERYILLE,MA RICHARD J.DEMPSEY 999224. 6 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ` 508 543 S4gg � SO4 543 0289 0owl0l O 1ehi0 Cy True Jdet MnMillan,o IlMftd pannotonlp.ftloo.Mann.USA. Ptaym,TJ•pro'#I anti TJ-eaaa+�Tile Is a realwood travem"of Tno Jal onp Intdarnarka or Tnrg Mai Maenrulan. af MoeNFRen. RECEIVED TIME SEP.22. 5:57PM _ _ I FAX TRANSMITTAL To: From: Peter Boseio Date: September 23i 1999 Attention: Jeff Mann Number of Pages: 2 Including cover sheet - -Regarding; Fax Number: (781)784-%367 Project: Mann Residence clarifi=ion of Osterville,MA truss joist Project No.: 9922.00 ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ® As Requested REMARKS: Artached.Is a revised`c y'of fl-e truss joist member in ques mon by th_e :.ullcing depar"merr(, r' I noted to you In our phor�e-converscnion, Rick Dempsey considered the member acceproble since the difference between the design deflection and the control.deflection Is only 15r1000 of an Inch. The computer does nor make Jvdgernent declslcns and failed the joist. ;n a1! other design and control Issues the joist passed. I asiced Rick to Identify The ccceptaollity of the member and stamp and sign the sheet. 1 will forward a copy to the bulldlrg department for i heir records. Feel free to call If you have any cdd!ticnal questlons or comments. Thank you, Peter 505clo, Project r'anacer Judd Brown design/JefFerson Group Architects, ;no. Cc: Richard 5tevers, Osterville Buildlrg Department 506-790-01 0.23 . 9 ' ` Si ed: JBD Inc. 4 JGA Inc. efferson Group Architects, Inc. l Corporoie Office Morkwing Office: 647 Jefferson Blvd.Warwick,RI 02886 P.O. Box 2669 Chicago, IL 60690-2669 401 738-8624 Fax 401 732-4730 773-868.0353 E-maii:ibd16opool.com See 543 OP89 J V141 41-ATTIC-25'SPAN %O&Q serA Nulnbar:700=15 '91.87W' TOWPra'"°-350 JOIST @ 16,01' o!C 6EAMUSA tom e13M 0:28:06 PM Papa 1 eF2 e4dCo0;10q MEMBER IS INSUFFICIENT DUE TO LOAD 11i 12') LOAQS& Product OingraM Is Conceptual. Analysis for Joist Mamoer S4pp*49 FLOOR-RES.Application, Losds(psf):30 Live of 100%duration,1 O Dead,0 Perdtion.and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) F1aor(1.00) 0 13.3 0 to 25' Roplaces Uniform(plf) Flocr(t.00) 40 0 S'to 20' Adds to UPPbRTS: INPUT BEARING REACTIONS(Ibe) WIDTH LENGTH JUSTIFICATION LIVfclDEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 300/168/480 Detadl A3 1.25"LSL RIm 2 20 Plate 3,50" 225" Right Face 300/188/468 DetaU AS 1.25"LSL film See TJM SPECIFIERS/BUILDER'S GUIDES for detaiga):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shearpb) 463 M 1420 Paseed(33%) Rt,end Span 1 under P1oor loading Reaclionob) 463 403 1234 Passed(38%) Beaft 2 under Floor leading Moment(R-lb) 3587 3567 5 00 Pe ed MI MID Span 1 under Floor loading Live DsA.(In) O.t330 0 615 FAII,E 489 MID Span 1 under Floor loading Total Oefl.(in) �A MID Spun i Under Floor loading TJ-Pro Rating 14 Any Passed span 1 -Allmgble moment was increased ror repeNn member usage. I Ct.05q_ �061A -� G o V S 10'ILOL _0 tiG �• -OeflecdonCrlt rI3:SPECtFIED(U.:U480,TLA1L40). ,~T��C-I;�tit �1 15. '9^600 Orr AJ -Deflection analysis Is based on composite action with single layer of the appropriate span-rated,GLUED IL NAILED wood deckfng, , -Bracing(Lu).All edmpresslOtl odge9(top and bottom)must be braced at 2'8"do unless detelled othwwisw. Proper attachment and positioning of Iateral bracing is required to sehlsve member stability. -P MWINQ MTEM The TJ-Pro(USA)Rating System value provides addltlonal floor performance Informatlon and Is based an a Glued&NAtled 3/4 OSS decking. The controlling span Is 5UPPOrted by WIIII& Additional considerations for this rating Include:Calling-None. A structural snalM of the deok has not been pefformad by the program. _ '(MOFMq. RICNARD J. Do PSEY STRUCTURAL " No,29173 PRO JECTINFORMATION OPEUTOR1NIFIOR IATION: 9°S�QraTe MANN RESIDENCE THE DEMPSFY GROUP;INC. NAL �N OSTERVILLE,MA RICHARD J.OEMPSEY #99224 8 66AUMONTS POND DRIVE FOXBORO,MA 02M 508$43 5499 $08 543 0289 Copytti m,SOD cy Trus Joprt MaoMithn,s Ilmltoo psnnw01p.Bolo,Idaho.USA. ProTM,TJ,Pro.M Ono TJ-Saam'^8rQ In Wr mrka of Tru9'rolal MINKIn. Tin Uerealstewtradema*ofTMJOI91Mackf'an. RECEIVED TIME SEP.22. 5.'57PM V ARCHITECT INDEX OF DRAWINGS STRUCTURAL 51.1 FOUNDATION AND FIA.4T FLOOR FRAMNO PLAN SIJ SECONDFIOORPAA OPLANANOAM FRAMMPL]N SIJ ROOF FRAMM AND OENERALNOTES PSEFFMERSON SIASBCISON AND D SIJ SECTION AND DETAILS/ 'u+cxiTECTTJRnL A PRIVATE RESIDENCE UP ARCHITECTS, VD. AU SVMI]OLSAND ARBAEVIATIONE 647J1?FFERSONBLVD. AI.1 BALL7Y PIA VIORRILRVELPLOORPWI, WALL TYPPSANTI EVELP ONOTES WARWICK,RI02866 AIJ SECONDlTIDIIDI85'Hl.PLAN96 ROOF PLAN SOUTH BAY ROAD r`�s IM IBDA1M�QOLCC)M7J0 AMu RRUO=NO seECRONrss MJ RUDONO SEMONS AND DETADS OSTERVILLE, MA A].I ERTERIOR EISVAMOM A6.1 ffEMOM AND DHTAILS A61 SECOONS AND OETALS A6J SECTIONS AND DETADS AT.1 DOOR!WINOOw SCHEDULE OWNER ' JUDSON PROPERTIES SMOG( DETECTORS OX ?, 20 - / BARNSTABLE BUILDING DEPT. CONSULTANTS _ STRUCTURAL INTERIOR DESIGN THE DEMPSEY GROUPJNC. S BEAUMONTS POND DRTVR FOIDIORO,MA.cams PHONE:Sf19)S,]-5199 PA)T:( )SI]-0TS9 &MATE TDGSrEuc®AOLCOM. p IIFRR l�R ct/11.R tTAMTR 647 JEFFERSON BLVD. 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LOADS: ' Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(pso:30 Live at 100%duration, 10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plo Floor(1.00) 0 13.3 0 to 25' Replaces ' Uniform(plo Floor(1.00) 40 0 5'to 20' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION .LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 300/166/466 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2,25" Right Face 3001166/466 Detail A3 1,25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: i MAXIMUM DESIGN CONTROL CONTROL LOCATION I ' Shear(lb) 463 462 1420 Passed(33%) Rt.end Span 1 under Floor loading Reaction(lb) 463 463 1234 Passed(38%) Bearing 2 under Floor loading Moment(ft-lb) 3567 3567 5200 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.630 0.615 FAILED(U469) MID Span 1 under Floor loading ' Total Defl.(n) 0.884 1.229 Passed(L/334) MID Span 1 under Floor loading TJ-Pro Rating 14 Any Passed Span 1 -Allowable moment was increased for repetitive member usage. -Deflection Criteria:SPECIFIED(LL:U480,TI-1/240). t -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' TJ-Pro"A RATING SYSTEM The TJ-Pro(USA)Rating System value provides additional floor performance information and is based on a Glued&Nailed 3/4 OSB decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck ' has not been performed by the program. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP;INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. ProTm,TJ-ProTm and TJ-BeamTM are trademarks of Trus Joist MacMillan. ' TJI@ is a registered trademark of Trus Joist MacMillan. BEAM#1 -VALLEY RAFTER OVER GARAGE TJ-BeamT" v5`..442 Serial NNuumber:70W42015 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 8/30/99 9:44:14 PM Page 1 of 2 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope: 0 n n 17'2.4" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:1' Loads(psf):25 Live at 115%duration, 10 Dead,and: TYPE CLASS ' LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 1322 792 5'7.2" Adds to Tapered(plf) Snow(1.15) 52 to 296 31 to 178 5'7.2"to 17'2.4" Replaces ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Parallam®PSL,PPCB 3.50" Hanger Left Face 1538/997/2535 Detail H5 2 Column 3.50" 3.5" Right Face 1943/1260/3203 Other: ' -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H5. HANGERS: Simpson Strong-Tie Connectors® ' REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face HUS412 No No N/A N/A 10-16D N/A 10-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3122 2567 9081 Passed(28%) Rt.end Span 1 under Snow Roof loading Moment(ft-lb) 12849 12849 20525 Passed(63%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.447 0.558 Passed(L/449) MID Span 1 under Snow Roof loading Total Defl.(in) 0.736 0.837 Passed(L/273) MID Span 1 under Snow Roof loading -Deflection Criteria:SPECIFIED(LL:L/360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ' 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam^"is a trademark of Trus Joist MacMillan. Microllam®and Parallam®are registered trademarks of Trus Joist MacMillan. ' Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. �Von BEAM#2-ATTIC-TRIMMER AT STAIR TJ-Beam1m v5.42 Serial Number:70W42015 2 PCS o 1.75" x 11.875" 1:9E WfiGrolian-0 LVL BEAMUSA 1111 8/31/99 2:29:09 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I ' 1 1 l;l t'' n J t J 25' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Floor(1.00) 20 0 12'6"to 19'3" Replaces Uniform(plf) Floor(1.00) 0 7 0 to 25' Adds to Point(lbs.) Floor(1.00) 0 96 7'3" Adds to Point(lbs.) Floor(1.00) 446 149 19'3" Adds to ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER ' 1 Column 3.50" 2.25" Left Face 451 /434/885 Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" Right Face 677/456/1133 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1123 1058 7897 Passed(13%) Rt.end Span 1 under Floor loading Moment(ft-lb) 5888 5888 17848 Passed(33%) MID Span 1 under Floor loading i Live Defl.(in) 0.410 0.822 Passed(Ll722) MID Span 1 under Floor loading Total Defl.(in) 0.736 1.233 Passed(U402) MID Span 1 under Floor loading -Deflection Criteria:SPECIFIED(LL:L/360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM ' Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection... 1 . PROJECT INFORMATION' OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP;INC. OSTERVILLE,MA RICHARD J:DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 '508 543 0289 Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMillan. ' Microllam®is a registered trademark of Trus Joist MacMillan. I BEAM#3-VALLEY RAFTER OVER GREAT ROOM ' Ti-Beam'" v5...442 Serial Number:70W42015 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/1199 12:22:48 PM Page 1 of 2 Build Code:104 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope:0 n, 21 19,10.8" All dimensions are horizontal. Product Diagram is Conceptual. ' LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:V Loads(psf):20.8 Live at 115%duration,12.5 Dead,and: TYPE CLASS ' LIVE DEAD LOCATION APPLICATION COMMENT ' Tapered(plf) Snow(1.15) 349 to 51 210 to 31 0 to 13'4.8" Replaces Point(lbs.) Snow(1.15) 1007 607 13'4.8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 2351 /1550/3900 Detail R1 SS Shear Blocking 2 ParallamO PSL,PPCB 3.50" Hanger Right Face 1472/1023/2494 Detail H5 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1,H5. HANGERS: Simpson Strong-Tie Connectors® ' REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face HUS412 No No N/A N/A 10-16D N/A 10-16D -Multiple plies of 1.75"ParallamS PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3805 3044 10706 Passed(28%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 15673 15673 27897 Passed(56%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.449 0.648 Passed(U519) MID Span 1 under Snow Roof loading Total Defl.(in) 0.751 0.972 Passed(U311) MID Span 1 under Snow Roof loading -Deflection Criteria:SPECIFIED(LL:L/360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION OPERATOR INFORMATION: MANN RESIDENCE THE DEMPSEY GROUP,INC. ' OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 508 543 028.9 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. Microllam®and ParallamO are registered trademarks of Trus Joist MacMillan. ' Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. BEAM#4-OVER LOUNGE ' Ti-Beam" v5...442 Serial Number:709042015 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 1:09:37 PM Page 1 of 1 Build Code:104 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n I ' 14'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:12'6" Loads(psf):30 Live at 100%duration,10 Dead,0 Partition ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 2.25" Left Face 2719/989/3708 Detail A3 1.25"LSL Rim 2 Column 3,50" 2.25" Right Face 2719/989/3708 Detail A3 1.25"LSL Rim ' -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: ' MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3623 3053 7897 Passed(39%) Lt.end Span 1 under Floor loading Moment(ft-lb) 12831 12831 17848 Passed(72%) MID Span 1 under Floor loading Live Defl.(n) 0.394 0.472 Passed(U432) MID Span 1 under Floor loading ' Total Defl.(n) 0.537 0.708 Passed(L/317) MID Span 1 under Floor loading -Deflection Criteria:SPECIFIED(LL:U360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES:. -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamT are trademarks of Trus Joist MacMillan. Microllam is a registered trademark of Trus Joist MacMillan. JOIST#2-SECOND FLOOR-22'SPAN TJ-Beamlm v5.442 Serial Number:70W42015 11.875" TJI®/PrOTM-350 JOIST @ 16.0" o/c BEAMUSA 1001 9/1/99 2:25:53 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 22' Product'Diagram is Conceptual. LOADS: ' Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):30 Live at 100%duration,10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 440/147/587 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 440/147/587 Detail A3 1.25"LSL Rim t -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 576 571 1420 Passed(40%) Lt.end Span 1 under Floor loading Reaction(lb) 576 576 1234 Passed(47%) Bearing 1 under Floor loading Moment(ft-lb) 3106 3106 5200 Passed(60%) MID Span 1 under Floor loading Live Defl.(n) 0.463 0.540 Passed(U559) MID Span 1 under Floor loading ' Total Defl.(in) 0.618 1.079 Passed(U419) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria:SPECIFIED(LL:U480,TI-1240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Warning:Span(s)1 exceed Residential Specifier's Guide span(U480 table). Strength and selected stiffness criteria have been met. ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacM!Ilan(TJM). TJM warrants the sizing of its products ' by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. ProTM,TJ-ProTM and TJ-Beam"'are trademarks of Trus Joist MacMillan. ' TJI®is a registered trademark of Trus Joist MacMillan. JOISTS#3-OVER GARAGE-2 SPANS @ 13' ' TJ-BeamT" v5...442 Serial Number:709042015 11.875" TJI®/ProTm-350 JOIST @ 16.0" o/c BEAMUSA 1001 9/1/99 3:01:07 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=26' 13' 13' Product Diagram is Conceptual. LOADS: tAnalysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 283 170 5'6" Adds to ROOF ' Point(lbs.) Snow(1.15) 283 170 20'6" Adds to ROOF Uniform(pif) Floor(1.00) 40 0 5'6"to 20'6" Adds to LOFT FLOOR Uniform(plf) Floor(1.00) 0 13.3 0 to 26' Replaces LOFT FLOOR ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Beam 3.50" 2.25" Left Face 208(S1.15)/137/345 Detail A3 1.25"LSL Rim ' 2 Beam 3.50" 3.5" Centered 843(S1.15)/412/1255 Detail B3 3 Beam 3.50" 2.25" Right Face 208(S1.15)/137/345 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,B3. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 627 604 1796 Passed(34%) Lt.end Span 2 under Snow Roof loading ' Reaction(lb) 1255 1255 2668 Passed(47%) Bearing 2 under Snow Roof loading Moment(ft-lb) 1828 1828 5980 Passed(31%) Rt.end Span 1 under Snow Roof loading Live Defl.(in) 0.073 0.320 Passed(U999+) MID Span 2 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.102 0.640 Passed(U999+) MID Span 1 under Snow Roof ALTERNATE span loading ' -Allowable moment was increased for repetitive member usage. -Deflection Criteria:SPECIFIED(LL:U480,TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and 1 positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM ' Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: MANN RESIDENCE THE DEMPSEY GROUP,INC. ' OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 ' 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. ProT",TJ-ProTm and TJ-BeamT"are trademarks of Trus Joist MacMillan. TJI®is a registered trademark of Trus Joist MacMillan. ' C:1TJBeamWAU9M4J3.bm BEAM#5- BEAM AT BACK OF WIDOWS WALK t Ti-Beam— v5.442 Serial Number:70W42015 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 1:44:24 PM t Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n In ' 12'7.2" Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Floor(1.00) $26 197 0 to 12'7.2" Replaces. ROOF+FLR+WALL+DECK SUPPORTS: INPUT BEARING REACTIONS(Ibs.). WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER ' 1 Column 3.50" 2.25" Left Face 3281/1300/4581 Detail A3 1.25"LSL Rim 2 Parallam®PSL,PPCB 3.50" Hanger Right Face 3347/1326/4673 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER ' Right Face HHUS410 No No N/A N/A 30-16D N/A 10-16D j -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4459 3732 7897 Passed(47%) Rt.end Span 1 under Floor loading ' Moment(ft-lb) 13535 13535 17848 Passed(76%) MID Span 1 under Floor loading Live Defl.(n) 0.305 0.405 Passed(U477) MID Span 1 under Floor loading Total Defl.Cin) 0.426 0.607 Passed(L/342) MID Span 1 under Floor loading -Deflection Criteria:SPECIFIED(LL:U360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM ' Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. ' -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ' 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMillan. Microllam®and Parallam are registered trademarks of Trus Joist MacMillan. ' Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. 1 BEAM#6-HEADER OVER GARAGE DOOR TJ-BeamT» v5.42 Serial Number:709042015 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 3:42:26 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n 10'6"— �' Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Snow(1.15) 316 137 0 to 10'6" Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1659(S1.15)/767/2426 Other: 2 2x4 Plate 3.50" 3.5" Right Face 1659(St.15)/767/2426 Other: ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2349 1926 7265 Passed(27%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 5971 5971 13541 Passed(44%) MID Span 1 under Snow Roof loading Live Defl.(n) 0.175 0.339 Passed(U698) MID Span 1 under Snow Roof loading Total Defl.(n) 0.256 0.508 Passed(U477) MID Span 1 under Snow Roof loading -Deflection Criteria:SPECIFIED(LL:U360,TI-1/240). ' -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. I PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamT"are trademarks of Trus Joist MacMillan. ' Microllam®is a registered trademark of Trus Joist MacMillan. BEAM#8- BEAM AT BACK OF GARAGE ' TJ-BeamTM v5...442 Serial Number:7OW42015 3 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 4:07:03 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Fill n 15' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS . LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Snow(1.15) 705 276 0 to 15' Replaces LOFT FLOOR+ROOF SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER ' 1 Column 3.50" 2.25" Left Face 5288(S1.15)/2222/7510 Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" Right Face 5288(S1.15)/2222/7510 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 7343 6050 16060 Passed(38%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 26924 26924 41846 Passed(64%) MID Span 1 under Snow Roof loading Live Defi.(in) 0.353 0.489 Passed(U499) MID Span 1 under Snow Roof loading Total Defi.(in) 0.501 0.733 Passed(U351) MID Span 1 under Snow Roof loading ' -Deflection Criteria:SPECIFIED(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. 1 PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 568 543 5499 508 543 0289 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. Ti-ProTM and TJ-Beam" are trademarks of Trus Joist MacMillan. ' MicrollamO is a registered trademark of Trus Joist MacMillan. BEAM#9-BEAM AT EDGE OF BRIDGE ' Ti-Beam'" v5...442 Serial Number:70W42015 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 4:49:41 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:3' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 697/268/966 Other: 2 Column 3,50" 3.5" Right Face 697/268/966 Other: ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 945 831 3159 Passed(26%) Lt.end Span 1 under Floor loading Moment(ft-lb) 3582 3582 5887 Passed(61%) MID Span 1 under Floor loading Live Defl.(in) 0.470 0.506 Passed(L/387) MID Span 1 under Floor loading Total Defl.(n) 0.650 0.758 Passed(L/280) MID Span 1 under Floor loading -Deflection Criteria:SPECIFIED(LL:L/360,TI- /240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ' 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam'""are trademarks of Trus Joist MacMillan. ' Microllam is a registered trademark of Trus Joist MacMillan. i BEAM#10-OVER MASTER BEDROOM ' Ti-Beam" v5...442 Serial Number:7OW42015 3 Pcs of 1.75" x 16" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 4:56:29 PM Page 1 of 1 Build Code:104 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n ,n ' 20' All dimensions are horizontal. Product Diagram is Conceptual. ' LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:5'10.8" Loads(psf):25 Live at 115%duration,10 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Floor(1.00) 324 102 0 to 20" Adds to WIDOWS WALK+WALL+CEILING SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 4715(S1.15)/1842/6557 Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" Right Face 4715(S1.15)/1842/6557 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 6448 5491 18354 Passed(30%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 31701 31701 53672 Passed(59%) MID Span 1 under Snow Roof loading Live Defl.(n) 0.499 0.656 Passed(U473) MID Span 1 under Snow Roof loading Total Defl.(n) 0.694 0.983 Passed(U340) MID Span 1 under Snow Roof loading ' -Deflection Criteria:SPECIFIED(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. ' -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ' 508 543 5499 508 543 0289 Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. ' Microllam is a registered trademark of Trus Joist MacMillan. 1 BEAM#11 -SUPPORTS POST UP TO BEAM#5 ' TJ-Beam'" v5.42 Serial N'u`mber:709042015 3 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 5:22:44 PM ' Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I 1 l ' n in 20' Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1'4" Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Point(lbs.) Floor(1.00) 3281 1300 T 8.4". Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 3092/1372/4463 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 989/539/1529 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 4452 4373 11845 Passed(37%) Lt.end Span 1 under Floor loading Moment(ft-lb) 15289 15289 26772 Passed(57%) MID Span 1 under Floor loading Live Defl.(in) 0.451 0.656 Passed(U523) MID Span 1 under Floor loading Total Defl.(in) 0.666 0.983 Passed(U354) MID Span 1 under Floor loading ' -Deflection Criteria:SPECIFIED(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 1 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or.TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. 1 PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro^ and TJ-Beam'*'are trademarks of Trus Joist MacMillan. ' Microllam is a registered trademark of Trus Joist MacMillan. 1 BEAM#12-SUPPORTS POST UP TO SECOND FLOOR CLOSET TJ-BeamTM v5...442 Serial Number:709042015 2 PCs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/1/99 6:07:38 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 F- F2] 20' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1'4" Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Point(lbs.) Floor(1.00) 1673 663 15'9.6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 2.25" Left Face 743/384/1127 Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" Right Face 1730/775/2505 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 2494 2422 7897 Passed(31%) Rt.end Span 1 under Floor loading Moment(ft-lb) 9533 9533 17848 Passed(53%) MID Span 1 under Floor loading Live Defl.(in) 0.452 0.656 Passed(U522) MID Span 1 under Floor loading Total Defl.(in) 0.664 0.983 Passed(U355) MID Span 1 under Floor loading ' -Deflection Criteria:SPECIFIED(LL:L/360,TL11240). -Bracing(Lu):All compression edges(top and boftom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMillan. ' Microllam®is a registered trademark of Trus Joist MacMillan. r BEAM#13- BEAM OVER MASTER BEDROOM CLOSET ' Ti-Beam" v5.42 Serial Number:709042015 3 Pcs of 1.75" x 11.875" 1.9E Mictollam® LVL BEAMUSA 1111 9/2/99 1:42:42 AM t Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n 13' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Tapered(plf) Floor(1.00) 300 to 400 100 to 133 0 to 6'6" Replaces Tapered(plf) Floor(1.00) 400 to 300 133 to 100 6'6"to 13' Replaces Point(lbs.) Floor(1.00) 1730 775 5'6" Adds to Point(lbs.) Floor(1.00) 989 539 8'1.2" Adds to Point(lbs.) Floor(1.00) 1730 775 10'8.4" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 3938/1650/5587 Other: 2 Column 3.50" 3.5" Right Face 5061 /2178/7239 Other: ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7169 6688 11845 Passed(56%) Rt.end Span 1 under Floor loading Moment(ft-lb) 23140 23140 26772 Passed(86%) MID Span 1 under Floor loading ' Live Defl.(n) 0.363 0.422 Passed(U419) MID Span 1 under Floor loading Total Defl.(n) 0.519 0.633 Passed(L293) MID Span 1 under Floor loading -Deflection Criteria:SPECIFIED(LL:U360,TI-1240). ' -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacM!Ilan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ' PROJECT INFORMATION OPERATOR INFORMATION: MANN RESIDENCE THE DEMPSEY GROUP,INC. ' OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beamlm are trademarks of Trus Joist MacMillan. MicrollarrO is a registered trademark of Trus Joist MacMillan. ' C:1TJBeam\NAl99224B13.Bm r - BEAM#14- BEAM OVER MASTER BATH Ti-Beam'" v5..42 Serial Number:709042015 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/1199 8:19:55 PM Page 1 of 1 Build Code:104 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n ' 12'9.6" Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS . LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 212 to 112 70 to 37 0 to 12'9.6" Replaces Point(lbs.) Floor(1.00) 1040 346 6' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 1700/599/2299 Other: 2 Column 3.50" 2.25" Right Face 1414/505/1919 Detail A3 1.25"LSL Rim ' -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 2251 1926 3948 Passed(49%) Lt.end Span 1 under Floor loading Moment(ft-lb) 8609 8609 8924 Passed(96%) MID Span 1 under Floor loading Live Defl.(n) 0.382 0.416 Passed(L/392) MID Span 1 under Floor loading Total Defl.(in) 0.515 0.623 Passed(Ll290) MID Span 1 under Floor loading ' -Deflection Criteria:SPECIFIED(LL:U360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at V o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products ' by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. ' -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP;INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 ' 508 543 5499 508 543 0289 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMillan. ' Microllam is a registered trademark of Trus Joist MacMillan. r JOIST#4- FIRST FLOOR-20'SPAN ' TJ-BeamTM v5.42 Serial Number:7OW42015 11.875" TJIO/PrOTM-350 JOIST @ 16.0" o/c BEAMUSA 1001 9/1/99 10:48:56 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F__ ni n ' 20' Product Diagram is Conceptual. LOADS: ' Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration,10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 533/133/667 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 533/133/667 Detail A3 1.25"LSL Rim ' -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 653 647 1420 Passed(46%) Lt.end Span 1 under Floor loading Reaction(lb) 653 653 1234 Passed(53%) Bearing 1 under Floor loading Moment(ft-lb) 3196 3196 5200 Passed(61%) MID Span 1 under Floor loading Live Defl.(n) 0.427 0.490 Passed(U550) MID Span 1 under Floor loading ' Total Defl.(n) 0.534 0.979 Passed(U440) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria:SPECIFIED(LL:U480,TI-1/240). ' -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. I ' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP,INC. OSTERVILL.E,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. ProTM,TJ-Prol d and TJ-BeamTM are trademarks of Trus Joist MacMillan. TJI®is a registered trademark of Trus Joist MacMillan. BEAM#15-MAIN GIRDER- FIRST FLOOR t TJ-Beam" v5.42 Serial Number:709042015 2 PCs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9/2199 12:59:11 AM ' Page 1 of 1 Build Code:104 — THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension-53'9.6" [1l 2 3 4 n 13'3.6" 11'2.4" 15'6" 13'9.6"— Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):40 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(plf) Floor(1.00) 500 125 0 to 24'6" Replaces Uniform(plf) Floor(1.00) 560 140 24'6"to 40' Replaces Uniform(plf) Floor(1.00) 440 110 40'to 53'9.6" Replaces Point(lbs.) Floor(1.00) 1381 380 28'3.6" Adds to ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LNU DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 3016/770/3M Other: ' 2 Column 3.50" 3.579" Centered 7654/1742/9396 Other: 3 Column 3.50" 4.544" Centered 9681/2248/11929 Detail B3 4 Column 3.50" 4.351" Centered 9035/2387/11422 Detail B3 5 Pocket,Conc./Block 3,50" 2,25" Right Face 27471600/3347 Detail A3 1,25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):B3,A3. -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7196 6388 7897 Passed(81%) Lt.end Span 3 under Floor ADJACENT span loading Moment(ft-lb) 16543 16543 17848 Passed(93%) Lt.end Span 4 under Floor ADJACENT span loading Live Defl.(in) 0.487 0.517 Passed(U382) MID Span 3 under Floor ALTERNATE span loading Total Defl.(n) 0.573 0.775 Passed(U325) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:SPECIFIED(LL:L/360,TL:L240). ' -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include alternate and adjacent member skip loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product ' application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: ' MANN RESIDENCE THE DEMPSEY GROUP;INC. OSTERVILLE,MA RICHARD J.DEMPSEY #99224 .8 BEAUMONTS POND DRIVE ' FOXBORO,MA 02035 508 543 5499 508 543 0289 Copyright @ 1999 by Trus Joist MacMillan,a limited partnership,Bolse,Idaho,USA. TJ-ProT"and TJ-BeamT"are trademarks of Trus Joist MacMillan. ' Microllam®is a registered trademark of Trus Joist MacMillan. i BEAM#16- BEAM UNDER MASTER WALK-IN CLOSET ' TJ-BeamT1 v5.42 Serial Number.709042015 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 9099 1:39:51 AM t Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 n n Product Diagram is Conceptual. LOADS: t Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):30 Live at 100%duration,10 Dead,0 Partition,and: TYPE CLASS . LIVE DEAD LOCATION APPLICATION COMMENT ' Tapered(plf) Floor(1.00) 300 to 400 100 to 133 0 to 6'6" Replaces Tapered(plf) Floor(1.00) 400 to 300 133 to 100 6'6"to 13' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 2275/832/3107 Other: 2 Column 3.5d" 3.5" Right Face 2275/832/3107 Other: ' DESIGN CONTROLS: .MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3038 2563 7897 Passed(32%) Lt.end Span 1 under Floor loading ' Moment(ft-lb) 10054 10054 17848 Passed(56%) MID Span 1 under Floor loading Live Defl.(in) 0.249 0.422 Passed(L/610) MID Span 1 under Floor loading Total Defl.(in) 0.340 0.633 Passed(L/447) MID Span 1 under Floor loading ' -Deflection Criteria:SPECIFIED(LL:V360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM ' Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. ' -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. 1 ' PROJECT INFORMATION OPERATOR INFORMATION: MANN RESIDENCE THE DEMPSEY GROUP,INC. ' OSTERVILLE,MA RICHARD J.DEMPSEY #99224 8 BEAUMONTS POND DRIVE FOXBORO,MA 02035 508 543 5499 ' 508 543 0289 Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamT"are trademarks of Trus Joist MacMillan. Microllam is a registered trademark of Trus Joist MacMillan. ' C:1TJBeam\NA\99224B13.Bm c� ©�� i� � ( . �� _, . T XR ° Federal Emergency Management Agency Washington, D.C. 20472 � �l-44ND S GJ October 21,2004 IN REPLY REFER TO: Mr. Tom Perry CASE NO:04-01-1278A Building Commissioner COMMUNITY: TOWN OF BARNSTABLE,BARNSTABLE Town of Barnstable COUNTY,MASSACHUSETTS 367 Main Street COMMUNITY NO: 250001 Hyannis, MA 02601 216-AD-F RE: 93 SOUTH BAY ROAD i Dear Mr.Perry: This is in response to your request for a Letter of Map Revision based on Fill for the property referenced above. Please note that the National Flood Insurance Program(NFIP) is primarily funded by policyholders, not taxes. Therefore, to minimize the financial burden on the policyholders,the Federal Emergency Management Agency(FEMA) charges fees to recover costs associated with reviewing and processing requests for modifications to published flood information and maps. The processing fee of $425.00 that you have submitted is the charge associated with our review of a request of this type. The Federal Emergency Management Agency(FEMA)uses detailed application/certification forms for revision requests or amendments to the National Flood Insurance Program(NFIP)maps. The forms provide step-by-step instructions for requestors to follow,and are comprehensive,ensuring that the requestors'submissions are complete and more logically structured. Therefore, we can complete our review more quickly and at lower cost to the NFIP. While completing the forms may seem burdensome, the advantages to requestors outweigh any inconvenience. The following forms or supporting data,which were omitted from�r previous submittal, must be provided: - Enclosed are pertinent documents we have received from Mr.Richard Grady,P.E., filing on behalf of Ms. Deborah Mann,regarding a request to have Ms.Mann's residential structure excluded from the FEMA flood hazard area. Ms. Mann's documents show that the elevation grade next to the building, 11.0 feet, is at the same elevation of the flood level for West Bay(see the enclosed Summary of Stillwater Elevations table). FEMA's requirement to exclude buildings from the flood area requires that the building elevation be at or above the flood level. In the case of Ms.Mann's building,the building is compliant with FEMA standards. Section A of the enclosed Community Acknowledgement form is to be completed by a community official. These forms are required when fill dirt is placed within a flood area to elevate a portion of property above the level of the 100-year flood. The documents presented to you are a copy of the documents we have received from Mr. Grady on behalf of Ms. Mann. Please note that if all of the required items are not submitted within 90 days of the date of this letter,any subsequent request will be treated as an original submittal and will be subject to all submittal procedures, including the processing fee. e 2 If you are unable to meet the 90-day deadline for submittal of required items and would like FEMA to continue processing your request,you must request an extension of the deadline. This request must be submitted in writing to the address below and must provide (1) the reason why the data cannot be submitted within the requested time frame,and(2) a new date for the submittal of the data. We receive a very large volume of requests and cannot maintain inactive requests for an indefinite period of time. Therefore, the fees will be forfeited for any request for which neither the requested data nor a written extension request is received within 90 days. When you write to us concerning your request,please include the case number referenced above in your letter. All required items and questions concerning your request are to be directed to the following address: Dewberry 8401 Arlington Boulevard Mail--Stop 26 Fairfax,Virginia 22031 ATTENTION: Gene Cannon Federal Programs (877)336-2627 If you have any questions concerning FEMA policy, or the NFIP in general,please contact the FEMA Map Assistance Center toll free at(877)336-2627 (877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Doug Bellomo,P.E.,CFM,Acting Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate cc: Richard Grady,P.E. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 COMMUNITY ACKNOWLEDGMENT FORM Expires September30,2005 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 0.88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing, reviewing,and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill (complete Section A)OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The community number and the subject property address must appear in the spaces provided below. Community Number: Property Name or Address: A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway, and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to FEMA for a possible.map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature: (required) Date: B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: FEMA Form 81-87B,SEP 02 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 The stillwater elevations for the 10-, 50-, 100-, and 500-year floods have been determined for Cape Cod Bay and Nantucket Sound and are summarized in Table 2. TABLE 2 -)SUMMARY OF STILLWATER ELEVATIONS ELEVATION (feet) FLOODING SOURCE AND LOCATION 10-YEAR 50-YEAR 4100-YEAR 500-YEAR CAPE COD BAY At the Sandwich/Barnstable corporate limits 9.5 10.5 10.8 11.8 At the Barnstable/Yarmouth corporate limits 9.7 10.7 11.0 12.0 NANTUCKET SOUND At the Mashpee/Barnstable corporate limits 5.4 9.0 11.0 15.8 At West Bay---, 5.4 9.0 11.0 15.8 At Centerville Harbor 5.5 8.8 10.6 15.4 At the Barnstable/Yarmouth corporate limits 5.6 8.7 10.3 15. 1 An analysis of historic high-water mark data for Cotuit Bay, Osterville, Little Island, Hyannisport, Price Cover, and Barnstable Harbor showed that no significant attenuation or amplification of stillwater elevations occurred inside the estuaries. Thus, the Stillwater elevations shown in Table 2 were used for these areas. The analyses reported in this study reflect the stillwater elevations due to tidal and wind setup effects. The effects of wave action were also considered in the determination of flood hazard areas. Coastal structures that are located above stillwater flood elevations can still be severely damaged by wave runup, wave-induced erosion, and wave-borne debris. For example, during the northeasters of January and February 1978, considerable damage along the Massachusetts coast was caused by wave activity, even though most of the damaged structures were above the high-water level. The` extent of wave runup past stillwater levels depends greatly on the wave conditions and local topography. Wave heights and corresponding wave crest elevations were determined using the National Academy of Sciences (NAS) methodology (Reference 16) . The wave runup was determined using the methodology developed by Stone and Webster Engineering Corporation for FEMA (Reference 17). 8 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 PROPERTY INFORMATION FORM Expires September 30,2005 F� PAPERWORK BURDEN DISCLOSURE NOTICE Faccuracy g burden for this form is estimated to average.1.63 hours per response. The burden estimate includes the time for reviewing instructions, ing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form. You are not required his collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding of the burden estimate and any suggestions for reducing this burden to: Information Collections Management., Federal Emergency Management Agency,500 C Street,SW,Washington DC 20472,Paperwork Reduction Project(3067-0147).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form may be completed by the property owner,property owner's agent,licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. Please check the item below that describes your request: ❑ LOMA A letter from FEMA stating that an existing structure or parcel of land that has not been elevated by fill natural grade would not be inundated by the base flood. ❑ CLOMA A letter from FEMA stating that a proposed structure that is not to be elevated by fill(natural grade) would not be inundated by the base flood if built as proposed. ® LOMR-F A letter from FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. A letter from FEMA stating that a parcel of land or proposed structure that will be elevated by fill ❑ CLOMR-F would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. Fill is defined as material from any source placed to raise the ground to or above the Base Flood Elevation(BFE). The common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program(NFIP)map showing the area in a Special Flood Hazard Area(SFHA)is considered natural grade. Has fill been placed on your property? Z Yes ❑ No If yes,when was fill placed? month/year Will fill be placed on your property? ❑ Yes ❑ No If yes,when will fill be placed? / month/year 1. Street Address of the Property(if request is for multiple structures,please attach additional sheet): ql 5 ",�5oo7H 6-Al Ro"A-P 2. Legal description of Property(Lot,Block,Subdivision)(if a street address cannot be provided): 02, �11►f -13 LoT 50 3. Are you requesting that the SFHA designation be removed from(check one): ❑ the entire legally recorded property? ❑ a portion of land within the bounds of the property(a certified metes and bounds description and map of the area to be removed, certified by a licensed land surveyor or registered professional engineer,are required)? structures on the property? What are the dates of construction? fj '-f Oo 4. Is this request for a(check one): single structure ❑ single lot ❑ multiple structures(How many structures are involved in your request?List the number: ) ❑ multiple lots(How many lots are involved in your request?List the number: ) FEMA Form 81-87,SEP 02 Property Information Form MT-1 Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),ALL requests must include the following: • Copy of the Plat Map for the property(with recordation data and stamp of the Recorder's Office) OR • Copy of the property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses. • Copy of the effective FIRM panel and/or Flood Boundary and Floodway Map(FBFM)(if applicable)on which the property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) • Form 2—Elevation Form. If an Elevation Certificate has already been completed for this property,it may be submitted in addition to Form 2. Please include a map scale and North arrow on all maps submitted. For LOMR-Fs_and CLOMR-Fs,the following must be submitted in addition to the items listed above: • Form 3—Community Acknowledgment Form Processing Fee(see instructions for appropriate mailing address;or,visit http://wwW.fema.gov/fhm/frm—fees.shtm for the most current fee schedule) Revised fee schedules are published periodically,but no more than once annually,as noted in the Federal Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: ❑ $325(single lot/structure LOMR-F following a CLOMR-F) Rr$425(single lot/structure LOMR-F) ❑ $500(single lot/structure CLOMA or CLOMR-F) ❑ $700(multiple lot/structure LOMR-F following a CLOMR-F,or multiple lot/structure CLOMA) ❑ $800(multiple lot/structure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to:National Flood Insurance Program. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Applicant's Name: ��O t 4 }.� Company: Please Print or Type Mailing Address: G`o J � � � Daytime Telephone No.: E-Mail Address: 9-0Cq 0 AA*I A k 0 fo� n Z� Fax No.: (optional) Date Signature of App nt( quired) If you have any questions concerning FEMA policy,or the NFIP in general,please contact the FEMA Map Assistance Center toll free at 1-877-FEMA MAP(1-871-336-2627),or visit the Flood Hazard Mapping website at http://www.fema.gov/fhm/. FEMA Form 81-87,SEP 02 Property Information Form MTA Form 1 Page 2 of 2 NATIONAL FLOOD INSURANCE PR06RAM j FIRM'. FLOOD INSURANCE -RATE MAP TOWN OF BARNSTABLE, MASSACHUSETTS BARNSTABLE COUNTY PANEL 18 OF 25 )SEE MAP INDEX FOR-PANELS NOT PRINTED) NOTE- THIS MAP INCORPORATES APPROXIMATE BOUNDARIES OF COASTAL BARRIER RESOURCES SYSTEM UNITS AND/OR OTHERWISE PROTECTED AREAS ESTABLISHED UNDER THE COASTAL BARRIER IMPROVEMENT ACT OF 1990(PL 101.591). COMMUNITY-PANEL NUMBER 2500010018 A . 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NA I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 ELEVATION FORM Expires September 30,2005 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Federal Emergency Management Agency,500 C Street,SW,Washington DC 20472,Paperwork Reduction Project(3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A FEMA National Flood Insurance Program(NFIP)Elevation Certificate may be submitted in addition to this form for single structure requests. For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area(SFHA),submit the lowest adjacent grade(the lowest ground touching the structure),including an attached deck or garage.For requests to remove an entire parcel of land from the SFHA, provide the lowest lot elevation;or,if the request involves an area described by metes and bounds,provide the lowest elevation within the metes and bounds description. 1. NFIP Community Number: -L6 O O I Property Name or Address: cv 2. Are the elevations listed below based on ®existing or ❑ proposed conditions? (Check one) 3. What is the elevation datum?A6JD If arfy of the elevations listed below were computed using a datum different than the datum used for the effective Flood Insurance Rate Map(FIRM)(e.g.,NGVD 29 or NAVD 88),what was the conversion factor? Local Elevation+/-ft.=FIRM Datum 4. For the existing or proposed structures listed below,what are the types of construction? (check all that apply) ❑ crawl space ❑slab on grade ©basementlenclosure ❑other(explain) 5. Has FEMA identified this area as subject to land subsidence or uplift?(see instructions) ❑ Yes 2No If yes,what is the date of the current releveling? / (month/year) Lowest Block Lowest Lot ;"Adjacent Base Flood Lot Number Number Elevation Grade To For FEMA Use Only Structure Elevation _g 1 11 ,0 9 This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: �t Gad License No.: 7j8p�Z Expiration Date: Company Name: Go►tSvl, Telephone No.:��I � 23D-0 Fax No.: -61 C74 Z 76 Signature: Date: 5 2 till .r'•e14 "e RICHARD J. GRADY ;9 dCX No.38072 /ST��'������ cwv� S ` I optional) FEMA Form 81-87A,SEP 02 Elevation Form MT-1 Form 2 Page 1 of 2 AZ SUBDIVISION PLAN 01 LAND IN BARNSTART.L 9592� Baxter 6 Nye, Inc. , Surveyors �. November 4, 1987 /o l P/m No. 9592 cerx NA 45456 I N 06• 23' 10' f .` 565.55 14 IN 06• 25' 40' f j o I /5 , f I e Ao`° ?c ! A i. I � e O �i N 06• P3' IO' E o _ E65.41 •- i .xf1.W40'W �6�06a f►•it! I -..... /5lOy0�' s?/TO/y07y 000 h/s�/QpNO /Ca Subdivision of Lot 4 Shown on Plan 9592F Filed with Cert. of Title No. 30797 Registry.Distriet of Barnstable County Abutters are shown as Separate certificates of title may be Issued for land on original decree plan. shown hereon as .lola...!4.....l3....aad.../ ..... By the Court. ? Copy of a plan f -filed in- � LAND REGISTRATION OFFICE OB JO /967:.... ......................... air~ r0. /9e� Ci.... Recorder.( Seale of A. M plan ng reef to an nch ud Louis A.Moors,Enpinser for Court __.._.. _... . ....... .._.. . _ . .... ...._....•- • Ibm LC S-L fm6i1 i 93 47 #3v �6\3 / W 93 �. 93 W 93 5#Z6 "59 . 5 -1 #io #o 65 #121 l c-> , . , ' ;onservation.dgn Jun.04.2001 11'08:02 �L2' 1 OV7 C AAA � ' g/�:/ ' �.! ��/• �� � / jai, �� / . o Mm . • i I � r i i` :GRADY C.ON,SULTING , L . L .. C .. --Registered Professional Civil Engineers May 25, 2004 FEMA LOMA Depot P.O. Box 2210 Merrifield, VA 22116-2210 Attn: LOMA Manager RE: 93 South Bay Road, ns le, MA Applicant: Deborah Mann Dear Sir/Madam: On behalf of the applicant we hereby submit this Application Form For Single Residential Lot or Structure Amendments to National Flood Insurance Program Maps. Enclosed please find the following: 1. 1 copy MT-1 form. 2. 1 copy Elevation Form. 3. 1 copy recorded deed 4. USGS Maps 5. Tax Parcel Map 6. FEMA Flood Insurance Rate Map If you have any questions please do not hesitate to call. Sincerely, GRADY CONSULTING, L.L.C. Richard Grady, .E. Principal Engineer Cc: Deborah Mann C/o Jeff Mann 1 Judson Street at South Street Raynham, MA 02767. H AGC\2002\02-021\Fema.d oc I P.O. Box 308 . Kingston, MA 02364 . Tel (781)585-2300 . Fax (781) 585-2378 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 PROPERTY INFORMATION FORM Expires September 30,2005 PAPERWORK BURDEN DISCLOSURE NOTICE Faccuracy g burden for this form is estimated to average.1.63 hours per response. The burden estimate includes the time for reviewing instructions, ing data sources,gathering and maintaining the needed data,and completing, reviewing,and submitting the form. You are not required his collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency,500 C Street,SW,Washington DC 20472,Paperwork Reduction Project(3067-0147).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form may be completed by the property owner,property owner's agent,licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. Please check the item below that describes your request: ❑ LOMA A letter from FEMA stating that an existing structure or parcel of land that has not been elevated by fill naturalgrade)would not be inundated by the base flood. ❑ CLOMA A letter from FEMA stating that a proposed structure that is not to be elevated by fill(natural grade) would not be inundated by the base flood if built as proposed. ® LOMR-F A letter from FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. ❑ A letter from FEMA stating that a parcel of land or proposed structure that will be elevated by fill CLOMR-F would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. Fill is defined as material from any source placed to raise the ground to or above the Base Flood Elevation(BFE). The common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program(NFIP)map showing the area in a Special Flood Hazard Area(SFHA)is considered natural grade. Has fill been placed on your property? ® Yes ❑ No If yes,when was fill placed? month/year Will fill be placed on your property? ❑ Yes ❑ No If yes,when will fill be placed? / month/year 1. Street Address of the Property(if request is for multiple structures,please attach additional sheet): q'�) -5 0')'i 1A r5-A I R 0,0,'17 2. Legal description of Property(Lot,Block,Subdivision)(if a street address cannot be provided): OAT q-5 LOT �of 3. Are you requesting that the SFHA designation be removed from(check one): I ❑ the entire legally recorded property? ❑ a portion of land within the bounds of the property(a certified metes and bounds description and map of the area to be removed, certified by a licensed land surveyor or registered professional engineer,are required)? ✓❑� structures on the property? What are the dates of construction? fj I Soo 4. Is this request for a(check one): Rrsingle structure ❑ single lot ❑ multiple structures(How many structures are involved in your request?List the number: ) ❑ multiple lots(How many lots are involved in your request?List the number: ) FEMA Form 81-87,SEP 02 Property Information Form MTA Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),ALL requests must include the following: i • Copy of the Plat Map for the property(with recordation data and stamp of the Recorder's Office) OR • Copy of the property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses i • Copy of the effective FIRM panel and/or Flood Boundary and Floodway Map(FBFM)(if applicable)on which the property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) • Form 2-Elevation Form. If an Elevation Certificate has already been completed for this property,it may be submitted in addition to Form 2. Please include a map scale and North arrow on all maps submitted. For LOMR-Fs and CLOMR-Fs,the following must be submitted in addition to the items listed above: • Form 3-Community Acknowledgment Form Processing Fee(see instructions for appropriate mailing address;or,visit http://www.fema.gov/fhm/frm-fees.shtm for the most current fee schedule) Revised fee schedules are published periodically,but no more than once annually,as noted in the Federal Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: ❑ $325(single lot/structure LOMR-F following a CLOMR-F) Z$425(single IoUstructure LOMR-F) ❑ $500(single lot/structure CLOMA or CLOMR-F) ❑ $700(multiple lot/structure LOMR-F following a CLOMR-F,or multiple IoUstructure CLOMA) ❑ $800(multiple lot/structure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to:National Flood Insurance Program. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Tide 18 of the United States Code,Section 1001. Applicant's Name: Company: Please Print or Type Mailing Address: -to j �� MAI-10 Daytime Telephone No.: l J JDSo,J -'1Ta4_,k,T *17- `�100T0 1>-N&I I E-Mail Address: V-A` 4 dkO 0{� d Z� Fax Ng.. (optional) Date Signature of Applicant(required) If you have any questions concerning FEMA policy,or the NFIP in general,please contact the FEMA Map Assistance Center toll free at 1-877-FEMA MAP(1-877-336-2627),or visit the Flood Hazard Mapping website at http://www.fema.gov/fhm/. FEMA Form 81-87,SEP 02 Property Information Form MT-1 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY am.B.NO.3067-0147 ELEVATION FORM Expires September PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Federal Emergency Management Agency,500 C Street,SW,Washington DC 20472,Paperwork Reduction Project(3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A FEMA National Flood Insurance Program(NFIP)Elevation Certificate may be submitted in addition to this form for single structure requests. For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area(SFHA),submit the lowest adjacent grade(the lowest ground touching the structure),including an attached deck or garage.For requests to remove an entire parcel of land from the SFHA, provide the lowest lot elevation;or,if the request involves an area described by metes and bounds,provide the lowest elevation within the metes and bounds description. 1. NFIP Community Number: -1-6 O Q } Property Name or Address: q'�) C_7 c;, j H V_Ooq-p 2. Are the elevations listed below based on ®existing or ❑ proposed conditions? (Check one) ` L 101 3. What is the elevation datum?�JD If arly of the elevations listed below were computed using a datum different than the datum used for the effective Flood Insurance Rate Map(FIRM)(e.g.,NGVD 29 or NAVD 88),what was the conversion factor? Local Elevation+/-ft.=FIRM Datum 4. For the existing or proposed structures listed below,what are the types of construction? (check all that apply) ❑ crawl space ❑slab on grade ©basement/enclosure ❑other(explain) 5. Has FEMA identified this area as subject to land subsidence or uplift?(see instructions) ❑ Yes [2/No If yes,what is the date of the current releveling? / (month/year) Lowest Block Lowest Lot Adjacent Base Flood Lot Number Number Elevation Grade To For FEMA Use Only Structure Elevation rZ This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: P,t G W. License No.: 3(3 0 7 Z Expiration Date: Company Name: �uSJL Telephone No.:7,j I e&C� 23(D-0 Fax No.: -6 I 1�6q Z 76 Signature: Date: 5 Z A\9 y RICHARD c�Gn i J. GRADY y i A No.38072 W'. tsS 01ST'EP' L CrA- Seal: optional) FEMA Form 81-87A,SEP 02 Elevation Form MT-1 Form 2 Page 1 of 2 Continued from Page 1. Block Lowest Lot Lowest Base Flood Lot Number Number Elevation Adjacent Grade Elevation For FEMA Use Only To Structure This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Fax No.: Signature: Date: Seal (optional) FEMA Form 81-87A,SEP 02 Elevation Form MT-1 Form 2 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 COMMUNITY ACKNOWLEDGMENT FORM Expires September30,2005 . PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 0.88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW,Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill (complete Section A)OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The community number and the subject property address must appear in the spaces provided below. Community Number: 2 GOID , Property Name or Address: A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway, and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature: (required) Date: B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: FEMA Form 81-87B,SEP 02 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 FEDERAL EMERGENCY MANAGEMENT AGENCY PAYMENT INFORMATION FORM Community Name: 5ARrq�i�g�, M-A Project Identifier: 1') �j N J� THIS FORM MUST BE MAILED,ALONG WITH THE APPROPRIATE FEE,TO ONE OF TWO POST OFFICE BOXES(SEE BELOW)OR FAXED TO THE FAX NUMBER BELOW. Type of Request: MT-1 application fee 1 MT-2 application fee J (Insert 3173 as the P.O.Box number in the address below) External Data Requests(EDRs) (Insert 398 as the P.O.Box number in the address below) Federal Emergency Management Agency Revisions Fee-Collection System Administrator P.O.Box Merrifield,Virginia 22116 Fax: (703)849-0282 Request No.: (if known) Amount: ❑ INITIAL FEE' [J FINAL FEE ❑ FEE BALANCE" ❑ MASTER CARD ❑ VISA ❑ CHECK ❑ MONEY ORDER 'Note: Check only for EDR and/or Alluvial Fan requests(as appropriate). "Note:Check only if submitting a corrected fee for an ongoing request. COMPLETE THIS SECTION ONLY IF PAYING BY CREDIT CARD EXP.DATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Month Year CARD NUMBER Date Signature NAME(AS IT APPEARS ON CARD): (please print or type) ADDRESS: (for your credit card receipt-please print or type) DAYTIME PHONE: FEMA Form 81-107, Payment Information Form i . 93 47 #3 W73 58-6 "5g 9�i # # #IOT #o 6 5 �7 65 #121 7 r • gmoonsenadionAgn Jun.04.2001 11*08:02 C • DOCs768,716 06-10-99 03,34 CTF#1153485 BAR14STRBLE LAND COURT REGISTRY QUITCLAIM DEED We,Paul Fireman and Phyllis A.Fireman,as tenants by the entirety both of 230 Dudley Road,Newton,. Massachusetts for consideration paid in the amount of FIVE HUNDRED THOUSAND AND NO1100 DOLLARS($500,000.00)hereby grant to Deborah A.Mann,individually,of Four Knight Road,Sharon, Massachusetts 02067 with QUITCLAIM COVENANTS The Land in the Village of Osterville(being a part of the Town of Barnstable),Barnstable County, Commonwealth of Massachusetts being described as follows: O v 0 Being Lot 14,on Land Court Plan No.9592-L dated November 4, 1987 drawn by Baxter and Nye, Inc.124 Registered Land Surveyors and Civil Engineers,Osterville,Massachusetts (the"Plan")and filed in the Land Registration Office at Boston,a copy of which plan is filed at the Barnstable Registry District of the Land Court with Certificate of Title No. 106378 in Registration Book 969, Page 58. 0 rn Said Land is subject to and has the benefit of Wa rights and easements in the J g y thirty(30)feet wide,as shown on plan 9592-C and set forth in an Agreement between Edward C.Crossett of al o and Francis W.Parsons dated September 15,1922 duly recorded with the Barnstable County � Registry of Deeds in Book 388,Page 474,so far as now in force and applicable. Said conveyance shall be subject to any and all matters of record,insofar as the same is in force .d and effective. a Grantors warrant,represent and declare that the premises herein conveyed,as well as lots 15 and 16 as shown on the Plan are hereby and shall be held,transferred,sold and conveyed,subject to 2 the covenants and agreements set out below,each of which shall run with the land: 1. For a period of fifteen years from the date hereof,or until such earlier date as the Grantors or their children shall no longer be the beneficial owners of any of Lots 3,4 and 5 shown on Land Court Plan 8730 F dated December 17, 1986 entitled _ Subdivision Plan of Land in Barnstable,Baxter and Nye,Inc.Surveyors and filed in the Land Registration Office at Boston a copy of which is filed in Barnstable County Registry of Deeds,in Land Registration Book 62,Page 58 with Certificate of Title No.9558,no principal residence or guest house shall be constructed or erected on the premises herein conveyed,as well as Lots 15 and 16 as shown on the Plan,nor shall any material exterior addition to or change or alteration thereof be made,until plans and specifications(the"Architecutal Plans"),showing the nature,shape,height,materials,exterior color scheme and location of such structure,and the grading plan of the Lot to be built upon,shall have been submitted to,and approved in writing(except as set forth in paragraph 3 below)by either the named Grantors or their children. The Grantors shall not object to any such plans or specifications if the design and construction of said building,addition or alteration is in harmony with the size, style and color of any neighboring properties on South Bay Road in the Village of Osterville,Town of Barnstable,Barnstable County,Massachusetts. 2. Without limitation on the foregoing,nothing herein contained shall in any way restrict the right of the Grantee,or his or her successors or assigns to(I) construct and maintain any other improvements on said premises;(ii)to decorate or to make alterations or additions,whether structural or non-structural, to the interior of any such principal residence or guest house;or(iii)to install and maintain any exterior landscaping,provided that all buildings,structures and f - s.. improvements and all landscaping on the said premises shall be maintained in a neat and attractive condition. . 3. Failure of the Grantors to object in writing to any Architectural Plans within fourteen(14)days of receipt thereof by written notice to the Grantee sent by certified mail,return receipt requested,shall constitute approval of the Architectural Plans. The Architectural Plans shall be sent to the Grantors in care of Willowbend Development Corporation, 130 Willowbend Drive,Mashpee, Massachusetts 02649. Any third party may rely on an affidavit of the Grantee filed with the Barnstable Registry District of the Land Court certifying that notice of the Architectural Plans has been given and that no objection has been received within the fourteen(14)days and that the Architectural Plans are therefore deemed approved. Notice given under this section shall be sent by certified mail and shall be deemed received as of three days after the date of such mailing. 4. Any disputes arising under the restriction contained in these paragraphs 1,2,3 and 4 shall be resolved by two licensed architects practicing in the Town of Barnstable,one selected by the Grantors,one by the Grantee and if the two selected can not agree,by a third such licensed architect selected by the two so j chosen(or failing such selection,by any Judge of a Court of competent jurisdiction). For Grantor's title see Certificate of Title No. 119718 at the Barnstable Registry District of the Land Court in Registration Book 980,Page 78. J�L Executed as a sealed instrument this k" day of May, 1999 �5M �V i E-AkNSTAEI:E P VFireman 06/10/99 336FM 01 000000 q.3647 Phyllis .Fireman FEE $1710.00 Commonwealth of Massachusetts ,V CAS1 .,$171Q.00 s May 1999 Then personally appeared the above-named Paul Fireman and Phyllis A.Fireman and acknowledged the foregoing instrument to be their free act and deed,before me. �,;,,;,;; Print Name H •o tyre �r�r Noary b c My Commission Expires:_La_ i S— --1e 11s a- x X N ' ti o u BARNSTABLE REGISTRY OF DEEDS LA ry/ �J SUBDIVISION PLAN OF LAND IN BARNSTABIU Baxter & Nye, Inc. , Surveyors 9592 �. November 11, 1987 I 'O 9592! �Z Cert No. 45456 / N 06• P5' 40` f t4 565.5.5 c7 r'o I N m /4 .h: a N 06• P5' 40' r j• 4 Id/.992 - , 1 o /5 o r N O.C. P5' do- E 1 o - R65.41 Z C`� rfl �o. %5 rotia v I �_ �_ � ..�e3•'PP40'W �s�OBi � . y IY b`Sp °pO yise/pp,40 ca ` Subdivision of Lot 4 Shown on Plan 9592F Filed with Cert. of Title No. 30797 Registry,Distriot of Barnstable County Abutters are shown as Separate certificates of title maybe Issued for land on original decree plan. shown hereon as .<ola...I4.....ls...�W?411 .... By the Court. ? Copy of pert W plan i -filed in LAND REGISTRATION OFFICE pfl;,Aq r J9 f7 RBCOfder.� `_-! Scale o!this plan 60 feet to an Inch Louis A.Moore,Engineer for Court • ram LCC-54 lm4f! I- NATIONAL FLOOD INSURANCE PROGRAM i FIRM I FLOOD INSURANCE RATE MAP TOWN OF BARNSTABLE, MASSACHUSETTS BARNSTABLE COUNTY PANEL 18 OF 25 (SEE MAP INDEX FOR PANELS NOT PRINTED( j NOTE• THIS MAP INCORPORATES APPROXIMATE BOUNDARIES OF COASTAL BARRIER RESOURCES SYSTEM UNITS ANDIOR OTHERWISE PROTECTED AREAS ESTABLISHED UNDER THE COASTAL BARRIER IMPROVEMENT ACT OF 1990(PL 101.591). COMMUNITY-PANEL NUMBER 25.00010018 A G��yLYMA MAP REVISED: J U LY 2, 1992 J y 1 as o1. Federal Emergency Management Agency FC)AD r -Z ONE t^1 1 �� ' ZQ t'.� / f.7 - ' 12 t CaCK --Y101=T'.'! V \ 'ROAD ZONE B ZONE 1P17 WL.14) X, ZONE B �{ ZONE 8 `) - j ` F1.( KU�UREWC�NCYT AY.�ILAlE3LE DR`SU$37ANTlQI Ly,1' 4PFj0VED k$7i 1 \ `• W)VEM BER,T6, 01N O fSIGFNATIEI- ZONE ZONE 'A13 c/ ' ZONEE \ yy�c� I rr O E ; 13 12) t � \'gyp � \�I \' `�` \ � \,\ •\\ �1 f -ZONE B I - !i^• _ . - •fit _- � 4 •t ��j��': `� • 4i ? _ ~'' _ - • Qct s©u� R Federal Emergency Management Agency s �w Washington, D.C. 20472 �Z ND 5ELJ December 13,2004 MR. GARY BROWN CASE NO.:04-01-1278A PRESIDENT,TOWN COUNCIL,TOWN OF COMMUNITY:TOWN OF BARNSTABLE,BARNSTABLE BARNSTABLE COUNTY,MASSACHUSETTS 367 MAIN STREET COMMUNITY NO.:250001 HYANNIS,MA 02601 �p V� DEAR MR.BROWN: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property.described in the enclosed document is located within an identified Special Flood Hazard Area, the - area-that-would be inundated by-the flood having a 1-percent chance of being- equaled.or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield, VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Doug Bellomo,P.E., CFM, Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: LOMR-F DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Mr. Richard Grady, P.E: t Page 1 of 2 Date: December 13,2004 Case No.:04-01-1278A LOMR-F �,VART� _ Federal Emergency Management Agency Washington, D.C. 20472 4ND SEGJ LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF BARNSTABLE,BARNSTABLE Lot 14, Land Court Plan No. 9592-L,as described in Quitclaim Deed,CTF# COMMUNITY COUNTY,MASSACHUSETTS 153485,filed and recorded on June 10, 1999, in the Land Court Registry, Barnstable County, Massachusetts COMMUNITY NO-250001 NUMBER:2500010018D AFFECTED NAME:TOWN OF BARNSTABLE, MAP PANEL BARNSTABLE COUNTY, MASSACHUSETTS DATE:07/02/1992 FLOODING SOURCE: NANTUCKET SOUND;WEST BAY APPROXIMATE LATITUDE& LONGITUDE OF PROPERTY:41.622,-70.401 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 6.0 DATUM: NAD 83 DETERMI NATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT Is CHANCE ADJACENT LOT BLOCK/ LOT . SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 14 Land Court Plan 93 South Bay Residential No. 9592-L Road Structure B 11.0 feet 11.0 feet _ Special Flood Hazard Area(SFHA) -The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program(NFIP)map,we have determined that the structure(s)on the property(ies)is/are not located in the SFHA,an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood): This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore,the Federal mandatory flood insurance requirement does.not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627 (877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Doug Bellomo,P. CFM,Chief Hazard Identification Section,Mitigation Division Version 1.14 Emergency Preparedness and Response Directorate 62175103 0301139816YOE00003011398 i Page 2 of 2 Date: December 13,2004 Case No.:04-01-1278A LOMR-F 10 VAR Ii ° Federal Emergency Management Agency s M- ° 11� 4� Washington, D.C. 20472 IV LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. I This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, I Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. I +C�FMChief Doug Bellom Hazard Identification Section,Mitigation Division Version 1.3.4 Emergency Preparedness and Response Directorate 62175103 0301139816YOE00003011398 Mann Residence 93 South Bay Rd Osterville, MA _ Builder: Custom Gunite Pools, Inc. 225 Plain St. Rehoboth, MA 0279 i11 TwrALon Y YLIOYIITE 110.6lIMf OE7NRIM .. ! WNOUMOEI . N 4 36 ft. x G gq Pool slope 36 ft.0 in. w.o s..Iwpp..�.�.�. awl.. 0.j ♦% 7 7 �.�.Lwv.. C f �> rav�Tw—aov laN.P 1IN Mann Residence 93 South Bay Rd Osterville, MA Builder .". -° Custom Gunite Pools, Inc. Y ... 215 Plain St. � ...... Rehoboth.. MA 0279 OymmmwwayawAL 9 lIIIIOW11C d��61U1fO6fMrPIM • ��k:,t�:+:.:}FAA:+.-:..��`�. wl -= 'a•�. ..ems i ' r �r• 0 36 ft. 00 ML Pool slope 36 ft.0 in. :gym 1. - ... �kn �. ti 'i�•,§x ...� r� .fir, r "�..., �... _ _�._ '-'���LL .. d D ® O a(Cow .4A Y 1. " r - t The ECLIPSE"'Underguide •` IAN safety cover system provides an attractive and effective solution for rectangular pools. _ O=F;'. E The entire motorized cover is Underguide, Standard feature installed below the deck and glides through aluminum guides that are mounted to the bottom side of the pool's coping (Underguide, a standard feature).This allows the guides to remain virtually unnoticed. For an even more integrated '"' look, guides can be built directly into the pool wall .yam (Encapsulated Underguide, an optional feature). AFSP SYSTEM O o,�,,,,� The aspaPxofewfol Encapsulated Underguide, Optional feature T- - - w The ECLIPSET"automatic safety cover has superior engineering based on more than 35 years of field experience.System reliabil- ity,high quality components and compelling benefits make it the preferred choice of pool owners everywhere. Submersible Motor ' " `" The ECLIPSE motor's hardened stain- less steel shaft and oil bathed gears ••• �-, virtually eliminate motor problems. •• •• ''��,� , t t� It is also sealed against water by the • • •_ original motor manufacturer. • •• . .• I ._ " Durable Mechanism Heavy-duty,stainless steel compo- nents allow the ECLIPSE mechanism to . L J:J►1Ja3JJ��L:J1J►7: 1 ""�"T/ Add Heat(Passive Solar)and t Reduce Heat Loss(Water evaporation). endure harsh environments giving you . - y many years of reliable service. kv . \ • \ ©o Guides&Sliders 1 . • • •1'' • The heavy duty sliders are the •: '• strongest in the industry.A dedi- cated slide channel prevents binding - 4 and stress on the mechanism and ` increases system reliability. Extended SWimming Season Swimmable Water • • • • • 'Temperatures �• PowerFlexTA4 Rope PowerFlex rope behaves like a shock .. �• absorber that allows it to be more • . ••• forgiving and self-adjusting during T01 • _9'i { operation. • • . . W Cover swlrtvning Season 2-3 Wnms •; _ Covered Pod Svirnn U Season 4-7 Months Exclusive Heat Sealed Webbing N This patented system feature is a Q j • '1 1 1 1 t 1 ` r �_ - s` ``- substantial improvement over the •. . ,_ ;"-` m� common webbing attachment method • •, _ and provides substantially longer web . . ... • . -� bing life and improved operation of •.. . ' y the cover. t Heavy Duty Fabric 'r The heavy duty vinyl fabric provides r Your independent dealer is: optimal ultraviolet,chemical and mildew resistance. Superior fabric strength,tear resistance,and abra- sion resistance are enhanced through O2009CoverstarLLC the extruded coating process and Ver2.0 Jan 2011 closed polyester weave. L9916 (980) 35!5r2749- EN PPLY.COM Your Fencing Professionals THE FENCE PROS FOR OVER 20 YEARS Style E Residential Aluminum Fencing - 2 Rail Smooth Top Specifications Material:6063-T5 Aluminum•Pickets:5/8"sq.x.050"Wall•Rails:1"sq.x.055"Wall•PPG@ TGIC Polyester Powder Coating Screws:Hardened 410 Stainless Steel With Cr6 Plating&Colored Heads•All Sections Are Offered Pre-Assembled Or Un-Assembled 36" 48" '�. 72"(All Heights) _TT_M, 154" .. •. 60" .. -. I 3 13/16" 1 5/8" Standard Picket Double Picket 30- UL Sections can rack 30"over the 6ft.span Style E Aluminum Fence Sections Are Available In Standard Picket&Double Picket Designs. to accommodate hilly terrain. I z (980)� 35,5749 f 2 = z rEN PPLY.COM Your Fencing Professionals THE FENCE PROS FOR OVER 20YEARS �'�1t �bU\\Uu�iV�,Gt�VUa�t Style E Residential Aluminum Gates - 2 Rail Smooth Top Specifications Material:6063-T6 Aluminum•Pickets:5/8"sq.x.050"Wall•Ra its:1"sq.x.055"Wall•Gate Uprights:11/2"sq.x.090"Wall PPG@ TGIC Polyester Powder Coating•Welded Construction•All Gates Are Assembled and Ready For Installation Width 6" Rise All Gates Include(2)31/2"Adjustable Tension Gate Gat&Hinges 1 Standard r - _--- ----__ -------- ----- - 9 ( � e Gravity Latch (Additional Latch Options Are Available] Height StandardPicketkchedTop Standard Picket StraightTop ---i I 313/16" ----------- ---- 48 54" &60" Heights Are Pool Code Approved Double Picket Straight Top - .. '• I�1 5/8" Available Heights: 36", 48" Pool Code 54" POO[Code, & 60" Pool Code Available Widths: 36", 48", 60"&72" Available in Arched or Straight Top Designs Available in Standard Picket&Double Picket Configurations OR OTM pumps (Cont'd) r - Max-E-Pr 5 a Pump High-Efficiency Pool/Sp ® Carton Wt port Size(FPS Full Load Amps Nominal HP SF SFHP Suet,,&Disch. (�s� �ccdiict Voltage 39 - . . <: 314 2" 41 27 12.216.1 1.25 1.25 1151230 1 48 SP6R6D-209 15.4r1.T 2�. 1151230 1.10 1.65 2„ 50 5P6R6E•210 1-1/2 19.419.7 1.10 220 1151230 2 59 230 S5P6R6F-211 10.5 2" 3 1.00 3.00 P5R6C-212 13.9 230 • 38 5P6R6lH=213 127 0.95 2" A 314. 2" 40 3.612.1 1.25 5P6R6D3-209 220-240580-415 1.25 1 47 4.012.3 1.65 2" 220-'2407380.A"5 1-112 1.10 49 5P6R6E3-210 5.15I3.0 2" 5P6R6F3-211 220-2401380-415 2 1.10 220 58 6.613.8 3.00 2" 22Ot240138Q415 3 1.00 5R6ft6G3212 8.014..7 : ._ • SP6R6H3=213 220-2401380-41 ,. N Package of 2 77703-0100 2"Union Half x 1'112"FPT- 77a03-0101 2"lnioif%H;1ff -112"Slip-Package of 2 is 1 2"Union Half x 2"Slip-Package of 21 PKG 188 At ME PKG 189 2"Unlbn.Half x 2"FPT-Package of 2 at I-800-831-7133• to 50HZ models). mers.LLC. d.U. of Dupont Performance Elasto 575 volt models available.Consult Lu L Standard I081.(Does not apply All Max-E-Pro Series Pumd Co.and Viton is a registered trademark Noryio Is a registered trademark of General Electric Slip. 'Indudes two If2 union assembfi--2" ONSF ml � ®L • O (279.40) listed LISTED LISTED (290.58) T NPi 8 T UNION 11' T NFl&T UNION 11.7/16" SUMON DISIa(ARGE � (3611 14-3/16' (367.791 (10 3jgl 14-1/r o o (165.101 -06 6-1/T (S•1/o6) (176.781 (211.76) 6.15/16' (337.64) 8-5/16" (227.58) 13.5/16' (435.10) B-15/16 1/T(12.70)DIA. 17-1/8' (286.26) (2)HOLES A 11-1/4' See page 536 for replacement parts. Fax60o-284=4151 Gl.93021 !Tel 3. -831-7133•Fax 899 '? ?2 __ �, 1620HawklnsAvenue.Saanfoni;e MooryarkTeI800=$31-7133.• Max-E-ProTM Pumps (cont'd) High-Efficiency Pool/Spa Pumps R.30 5C HZ Models only F 120 BEST EFFICIENCY SIZJNG B0 j 100 BEST EPFICIFIJCV SQING 1_ Lu W i w - LL 80 I I Z 60 i 460 - - - J 40 W _� -- I I © F i o �' 40 40 — - - --- — '--- - - _. 20 Q.. Low Speed ---- 20 l Q Di 0 60 BO 100 120 140 160 0 0 I 20 40 20 40 60 80 100 120 140 160 18 U.S.GALLONS PER MINUTE U.S.GALLONS PER MINUTE KEY KEY A.5P6R6D/SP6R6D3 A. P6RA6YFL B.SP6R6E/5P6R6E3 B. P6RA6YGL C.5P6R6F/5P6R6F3 C. P6E6CL D.5P6R6G/5P6R6G3 D. P6E6DL/P6RA6EL/P6EA6EL E.5P6R6H/5P6R6H3 ' E. P6E6EL/P6RA6FL/P6RA6YFL/P6EA6FL - F. P6E6FL/P6RA6GL/P6RA6YGL/P6EA6GL G. P6E6GL/P6EAA6GL H. P6E6HL Catalog No. Full-Rate Energy-Efficient Up Rate Energy Efficient U pcatalog No.Rate Standard Two-Speed Dimension"A" 27 Catalog No. Catalog No. P6RA6EL 27-1/2 P6E6CL P6E6DL P6EA6E P6RA6FL L P6RA6YFL 28 28-1/4 P6E6EL P6EA6FL 28-1/4 P6E6EL P6EA6GL P6RA6YGL 28-1/2 Pl5RA6GL 28-3/4 P6E6GL P6EAA6GL 29-1/4 P6E6HL 24.25 5P6R6D 26.00 5P6R6D3 25.00 5P6R6E 26.00 5P6R6E3 26.50 5P6R6F 27.00 5P6R6F3 25.75 5P6R6G 25.25 5P6R6133 26.75 5P6R6H 26.25 e 5P6R6H3 i All dimensions shown in inches. w. entairpOO1-cOm 229 g 1620 Hawkins Avenue,Sanford,NC 27330-Tel 800-831-71 33 33•Fax 800-284-4151 www.staritepool.com •Fax 800-284-4151 wwp in951 West Los Angeles Avenue.Moorpark.CA 93021 -Tel 800-831-71 Max-E-Pr®TM PumPs Nigh-Efficiency Pool/Spa Pumps _ N. In `und Pools,poolhpa und;spas,fountains and water . .res ` -self-prirning Suction I'�ft.up to I S'above water level ;:- its include external and internal �_ Install-7, IP mbing:options -' s jKreads for-1-60re p, Moves larger volumes of .:�perior'.Fldraulc:Design •Imipelle e f6 Sf acn"o ' operadnsts v "'Water, n - dnands the ., -- wr d Wry Noryl® : u �t y&ter environments •.v'it .h Shaft Seal-Longer-lasting seal stands up to the harshest-.environments Does not require lubricant pool/Spa a PUMP �.5elf-lubric ui?SDd'O"d"g- Max-E-Pro High -Effeciency P a performance-all the features h efficiency, low maintenance and maximum p cover ring pg g 5p6R SERIES-High with ratings from a s pool professionals.The Max-E-Pro has single-and two-speed models, and o 8 E demanded by tod P housing constructed of Dura Gla ports incorporate internal and external threads.Available In g 1e�Pump cover quality construction using a durable one-piwith a new Quick-Lock trap 1/2 to 3 HP. Built month e ry lass-reinforced composite resin. Fast cleaning - sta-Rite's industry leading g le to check for debris.A strong,sturdy, ring pew fast access to strainer basket.Large"see-thru„lid makes it slurp s in its class. base dampens sound and vibration, making the Max-E-Pro one of the quietest pump i°• specially-designed . Carton Wt ss SF SFHP Port Signi Full -oad:AmPs Nominal HP SuchBu: Product Voltage 46 1.90 0.95 2" 11.015.5 112 47 P6E6C-204L 1151230 1:67 1.25 2" 13.816.9 314 � PMG6 205E 1151230 1.65 1.65 2„ 16.018.0 1 55 P6E6E-206L 115I230 1.47 2.20 2„ 1o:a 1-1n 57 2 1.30 P6E6F-207L 230 2.60 2" 230 11.2 62 P6E6G.206L 3 1.15. 3 - P.6E6H7�0�9L 2 15:8 30 �. ::..,....:.��.,:_.. . 46 1.25 1.25 2" 13.816.9 1 48 P6EA6E-205L J151230 1.10 1.65 2„ 16:018:0 1-112 . � P6EA6F-206L 115►230 125 .93' 2„ 10.4 1-314 1 � . P6EAA6F-216L 230 1.10 2.20 2' 104 2 57 P6EA6G-207L 230 2.60 2„ 2-1/2 _ r.oa P6EMA6 2081_ 230 112 .. 2„ 40 ..�... .-. . .115123 15.317.E 1 1.25 1.25 2„ 45 0 1 P6RA6E.205E -1/2 1.10 1.65 1151230 19.219.E 2„ 50 P6RA6F-206L 1-3/4 1.25 1'93 230 12.0 2„ 51 P6RAA6F.216L 2 1:10 2.20 _ .230. 12.0 B6RA6G6'207L. . -,.. 1.10 1.65 2" 48 9.212.5 1-1/2 49 P6RA6YF-206L 230 1.10 2.20 2" P6RA6YG-207L 230 10.113.7 2 www.pentairpool.com 227 ^^r www.staritepool.com 1620 Hawkins Avenue.Sanford,CA 93021 •Tel 800-831-7133•Fax 800-284-41 S ..,1, 1 c AnoPles Avenue.Moorpark.CA 93021 •Tel 800-83I-7133•Fax 800-284 415I System..3 Modular Media Filters SM Series Replacement Parts to B MODELS S7M120 25-'t-m e__3 S7M400 5 ' ! 9 --� SO 150 24 , , ! S8MSt)4 i • i 1Q 11\! ! i I i 1 I. ' y12 , L J 23 1 14 20 22 ( �13 / 21 a"''' v s %emu-:,r.%ryc•� 14 '. 15 16 19 � i .. mweser 15 18 Us Can lJb. Can Item No Description List List List Item Part - :.D;Gscrlptlon '..•„_, CALL CALL '_ :• �. . ..,_....,_.- 17 27001-0022 11/2-NPTPlug f 18:89 2228 1 33600-0023T Y Gauge• 32.56 38.42 1 B 249OM503 Drain Plug _ 16.37 19.25 2 WC212.120P Alt'Rstease Valve 1431 16.96 19 24752-OOSQ Bulkhead Retaining Nut 3 35202 0959 Nipple 928 10.94 20 248500200 Clamp Assembly r 8639 101:94 4 24900-0504 Adapter Bushing 12,36 14.58 21 24850-0010 Clamp Still' 2092 24.69 133 1.56 22 24850-01025 Lower Tank Hall,21'Filter 88b.A4ter �. ! 5 356054423 (-Ring 84275 9MA7 s. 6 25022-02015 Large Cartridge(S7M120,21•Filter) 308.94 456.61 22 24851-01035 Lower Tank Half,25"Flier 6 25W-M4S Large Cartridge(S7M120,21"Filter) 529.58 624.89 23 2485MI035 Cord Ring,21'Filter CALL CAL L 619:06 23 24B50.0009 Cord Ring,25•Filter 48A4 57.17 Cartridge(S8M150,25"Filial) 524 61 6 25022.02035 Large Tank Half'Klt,21"Filter s 667.84 7l)8.17 419 6 25022.OnSS Large Cartridge(SBM500,25"Filter) 57 639:53 24 248514000 Upper969.47 7 2502110200S SMall•Carbidge(S7M120) 104:22 229.78 24 24851.9001 Upper Tank Half Kit,25"Filter r 821.58 CALL CALL Valve.B;CaugeAssa!W* 66:14 . 38;03'. 25 24850-0105 7 25021.02235 Small Cartridge(S7M400) tl air zM : - i 7 2SO021-02025 Small Cartridge(S8M150) CALL CALL ...'.<._:.:..:;. O T SHOWN u•50 30.08 4.47 525 7 25021-0004 Small Cartridge(S8M500) 24850-0016 Clamp Retaining Ring 8.56 8 25021.-0004 AlfiBleed Filter 2550 30.08 U212-252DS Brass DeltaeAlrBleed.(optlonaQ 76.33 3TA7 6.64 7.86 8.33 7.47 9 25021-0003 Air Blood Tube U11-196PS. Adapter union 2"Slip t L67 9:03 49.19 58.06 10 250214101 Baffle and Bulkhead Fitting U11-200PS Union Collar 2" 63 • 4.50 21.58 25.47 11 35505.1428 aging 3. PKG 188 2"Slip 112 Union Kit 3.08 3•� O-Rln 3.83 450 12 35505.1429 O:RIng U9-362 9 13 25021-0190 Elbow and Bulkhead Assembly73.25 86•44 77702-0102 Air Vent Serv!te KK CALL CALL 14 35505.1425 0-Ring 10.22 12.06 Modular media Conversion KitCALL •CALL 25021-0011 15 355D5-1424 aging 6A4 7.25 (Includes 00,11,12r13,14,19) 16 24900-0509 Adapter Filling CALL CALL t Model S7M 120 requires 7 clamps and clamp bolts.Model SSM I So requires 8 clamps and clamp bolts. =Includes all decals and labels. Product on Pages 91 -92 WwW.pentairpOOI.com 317 1620 Hawkins Avenue,Sanford,NC 27330 Tel 800-831-7133•Fax 800-284-4151 starite Ool.eom 10951 West Los Angeles Avenue,Moorpark,CA 93021 •Tel 800-83 I-7133 Fax B00-284-4151 - WWW. p + . I Ly , Sf CL- a � _ . 4 3/8" !01/2l y/7 �RODS-IZ"oc 1�Nkclr,- W�f�,P 6 TYPICAL 'WALL DETAIL rnol to xd� ustom Tunite Pools- Fax: 508-336-64 1 1 Phone., 508-33675084 7.4orw ";' ` i -30 ����� ro JUNGrION PDX a . o . a o a D ' V I DETAIL at UNDERWATER LIGHT not to xd� Custom Gunite POOl.9. o« Fa-r: 508-336-6411 Ph otze: 508-336-5084 7aD Fyw�A.4 ReltD�llYb Q27® . . Grl�OlyC ]MOO a a r- w U LLB 3Hao0 a . Oao ��� 00 � 5F hPPKO✓��. 1 � N ANC P�PC co POLYC�l7Y ,iD:lUSTite1 /.n,D�PO-Sfc'�itl7 /IJL.CT�lrTl.�16 & FILLSP OUT DETAIL at INLET not fo x�c Custom Cunite Pools: ,Fax: 508-336-6°1 1 Ph On.c: 506-336-50B4 :D :D • �d 1 I/Z"C�,YJr1l IZ��E'1 JNe a I :a :� -rp PUI7PTIoN DETAIL AT SKIM14EF not fo m00% C tom Gun-te Pools: y« F'CLti: 508-336-6,11 1 PltOli�= p 508-336-5084 7.,0Fw GENERAL NOTE5: DIMEN51ONAL CHART 1.THIS DRAWING SET HAS BEEN PREPARED TO - - JE20' B C D E F G H LI OBTAIN THE REQUIRED BUILDING PERMITS. IT DOES 32' 4'G" 6'0" 1 3' G" b'O" 7'01' b'O" 3'6" 4'6" NOT IN THE SCOPES OF WORK AMONG 36' 4'6" 6'0" 13'-6" 12'-O" 7'O b3'6" 5'6" Q 3'6" 5' 6" CONTRACTORS AND OWNER;SUCH LIMITS OF 5.5. LADDER B E :•. :CONCRETE DECK OR SHALL BE DEFINED IN THE �� CONCRETE DECK'�y '' OR , - ; CONSTRUCTION CONTRACTS. SWIMOUT. :., WATER LINE 1 _ 2.THE BOTTOM OF THE POOL BED(AND ANY BACKPILL) --—-- SHALL BE FREE OF:LARGE STONES,ORGANIC FROZEN CLODS OF EARTH,RUBBISH,STUMPS.OR WASTE CONSTRUCTION MATERIALS. ,/ - -—-- — — — 8,0„ \ 3.ANY GRAVEL BASE MATERIAL USED SHALL /" I min n min CON515-OF CLEAN,COARSE SAND,OR BANK RUN / GRAVEL.CONTAINING LITTLE OR NO FINES,OR i ~ r ORGANIC MATERIAL,AND CONTAINING LITTLE TO OPTIONAL DIVING -- n NO COARSE FRAGMENTS GREATER THAN 51Y INCHES BOARD A • 1V D:AM'_TER. THE GRAVEL BASE MATERIAL SHALL I ~ 9E PLACED IN SHALLOW LIFTS AND COMPACTED. A,THE FOLLOWING A55UMPTION5 HAVE BEEN MADEjr-- FOR THE PREPARATION OF THESE DRAWINGS: -NO SPECIAL CONSIDERATIONS ARL REQUIRED TO , ACCOMMODATE HIGH SEASONAL GROUNDWATER \ 1 CONDITION5. -HE POOL WILL BE INSTALLED ON A LEVEL, / \ COMPACTED BASE. G \ 1 ANY REQUIRED LANDSCAPING AND/OF RETAINING •WALL151 15 NOT PART OF TH15 SCOPE OF WORK. P,CP05ED POOL AREA DOES NOT ENCROACH UPON avY EASEMENTS. PROPERTY BOUNDARY LINES, I'-0" RAD S.S. HANDRAIL LITILW 5.WETLAND,OR 15D5's. TYPICAL,: ' ' ' '. POOL 5ECTION B-B • � '• OPTIONAL. .POOL 15 5EP,VICED BY PUBLIC WATER AND B euv1C'Al SEwfR. �=CONCRETE DECK--�_, SCALE - 1/4"=1'-0" %-No VAR-ANCE5 ARE REQUIRED TO OBTAIN APPROVAL. 4"CONCRETE DECK --HE 501L UPON WHICH THE POOL WILL BE N5TALLED WILL HAVE A BEARING CAPACITY POOL AREA PLAN EQUAL TO OR GREATER THAN 3,000 LB5J50.FT. SCALE - 1/4"=1'-0" f' -HE POOL,ONCE FILLED,WILL BE MAINTAINED AT PITCH AWAY FROM POOL -T5 DE51GN WATER LEVEL ELEVATION AT ALL -'ME5. n v ° ° •e a FOLLOVANG OF PROPER WINTERIZATION OPTIONAL DIVING ____ - 'ROCE)URE5 WILL BE THE RESPONSIBILITY BOARD WATE R LINE ' °THE OWNER. � '� v ° •p / 5.ALL UNDERGROUND PIPING SHALL BE INSTALLED I e ° 6 x 6#I O WIRE OR IN TRENCHES WHICH ARE RELATIVELY SMOOTH WATER LINE G" WATER LINE TILE FIBERGLASS MESH *ID FREE OF ROCKS. WHERE LEDGE ROCK, (entire perimeter) e 5" G"COMPACTED SAND 13A5E AC°AN,OR BOULDERS ARE ENCOUNTERED.THE ° Pf11CM BOTTOM SHOULD BE PADDED U51NG A n"+`!!M OF 4'TAMPED EARTr OR SAND BENEATH -—-- — — — '�" — — — — 1/4"TO 3/6"WHITE #3 REINFORCING ROD5 - 1 2"C.C. MARCITE FIN15H '^ CONTINUOUS GRID PATTERN AU PIPING SHALL BE 160p,q 1 ° a'. WALLS FLOOR 'A:)5XKET WELD FITTINGS. ` b -—-—-—- A 1,`5 5':ALL BE INSTALLED AS 5E:`-DRAINING h E a'r H NO MAD LOOPS. HIGH PO'N-VENTS AND LOW ^' t• at ° � L PC"•')RAINS SHALL BE INSTALLED-0 FACILITATE °t ° e 5-Ac','AND ANNUAL WINTERIZATION. 4 7.ALL UNDERGROUND PIPING SHALL BE PRE55URf-TESTED aQ 1.5 TIMES WORKING PRESSURE PRIOR TO COVER . `" +�•� - t:' .:•::•t", = ° GUNITE POOL SHELL •e 8.5AFE USE OF THE FACILITY IS DEPENDENT UPON a CONCRETE TO DEVELOP PROPER SUPERVISION,MAINTENANCE.AND STRJCT STRENGTH OF 3000Ps, 1 ° IN 28 DAYS CCVFOR%IANCE TO SAFETY REGULATIONS AND ° b CCN5'DERAPON5 BY BOTH OWNER AND U5ER5. e -;1Jb•ET R`ENCING,AS REQUIRE), •e ° e e NOTE:THI5 POOL FACILITY 15 C1E51GNED Tw;_BE 5"CTr°P5 FOR SOIL BEARING CAPACITY OF C0N5TRUCTION NOTES: B 3000 Ibs/SQ.FT.MINIMUM 1.COKCP`-E 5r ALL HAVE A MINIMUM COMPRE551;"_5-P-ENGTH of 3,000 P51 AFTER 28 DAYS. LONGITUDINAL POOL SECTION A-A TYPICAL WALL OETAI L ALL REINFORCZ CONCRETE CONSTRUCTION SHALL BE PERFORMED w ACCORDANCE WITH THE LATEST 5CALE NOT TO SCALE EDITION OF AO 3'6 AND DETAILED IN ACCORDANCE WITH ACI 315. 2.ALL REINFORCING`TEFL SHALL CONFORM TO CUSTOM GUNITE POOLS, IBC. ASTM•615.GRADE 61 wtLDEO WIRE MESH.SHALL quunn ARTHUR R•CRIPP8.J 215 Plain Street CONFORM TO A5TNr••85. ���� ��// • `����OFC.ONNE• +i,�� �N�e aF/c� Rehoboth,Massachusetts 3.THE AT ALL CSTONTR 00 5I`L 5HOORE OOR BIRACEE SURE AS READ. ��� pR � QA ARTHUR R. �G� TYPICAL DETAILS OF S�UCTURALSTABILI� A—TIMES. GUNITE POOL CONSTRUCTION 4.ALL V4RING TO BE IW- OP,MED BY A LICENSED * o Q iii"' �TSTfaE PREPARED FOR: ELECTRICIAN IN ACCORDANCE WITH ALL Cry �� qyo E���� REGISTERE ADORE55: STATE AND LOCAL CODES ��i y`�\�� AL PROFESSIONAL ENGIN SCALE: A5 NOTED JDRIV. BY.JAU15E DATE: 5.BACKFILL MATERIAL AS 5•"C:FIED IN GENERAL NOTE Job No: Reweron: Drawing No: SP I oT I #9.SHAI I RF.I I.5FD Tn FII I A11 WND 5PACF.S BETWEEN �- C� \ N \v\ NOTES NORTH BAY \ \ BAY ST. (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BAvKF':LL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOW: N07 MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 62' 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BRIDGE BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. LO�r`US EST (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS ' ` ' ' ` 1 '• PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND •,.. APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. VEST BAY 4 (3) FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR •. SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. LOCUS MAP : " `t IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART AIL SCALE 1 25,000 3/4" TO 1 1/2" ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH ASSESSORS WASHED STONE RECOMMENDATIONS FOR ACCEPTED PRACTICE. MAP 93 PARCEL 59 TOPPED WITH 2" OF PEASTONE� (4) A COPY OF THE ORDER OF CONDITIONS FOR THIS A.P. PROJECT (SE ) SHALL BE KEPT ON SITE AT ALL TIMES AND APPROVED WORK LIMIT / EROSION RF-1 CONTROL MEASURES MAINTAINED. MINIMUMS (5) THE CONTRACTOR IS TO SECURE APPROPRIATE AREA = 43,560 S.F. PERMITS FROM TOWN AGENCIES FOR THE FRONTAGE = 20' PLAN OF LEACH FIELIJ CONSTRUCTION DEFINED BY THIS PLAN. WIDTH = 125' I (6) ALL STRUCTURES BURIED DEEPER THAN 4 FEET OR SUBJFRONT SETBACK = 30' LOADING. TO VEHICLE TRAFFIC SHALL BE H-20 SIDE SETBACKS = 15' REAR SETBACK = 15' ELEVATIONS ARE BASED ON N.G.V.D. BUILDING HEIGHT = 30' FLOOD PLAIN LINE IS BASED ON r�r r� FLOOD INSURANCE RATE MAP " �l v � COMMUNITY—PANEL JULYA2 9 AMBER 250001 0016 D L.C.C. 9556D N MICHELE JENKINS PHALEN 1��0'e 144,59/ LOT 7 L.C.C. 9556E / DENNIS J. & SYLVIA SANIDAS r DESIGN DATA t i SINGLE FAMILY- 5 BEDROOMS NO GARBAGE GRINDER 1 f` DAILY FLOW = 110 X 5 = 550 G.P.D. SEPTIC TANK = 550 X 200% = 1100 G.P.D. J USE 1500 GAL. SEPTIC TANK r i LEACHING FZW DESIGN r f ff ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED t LOT 14 � � USE 2 �- 4" DISTRIBUTION LINES IN AN LOT IO12'X 62 WASHED STONE FIELD AS SHOWN L.C.C. 95921 47,487 S.F, t ' 550 G.P.D./.74 = 744 S.F. OF BOTTOM AREA REQUIRED TIMOTHY L. & KAREN S. LARGAY 1,�9 AC. f1, USE 12'X 62'= 744 S.F. AREA PROVIDED f' f CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS I w z s o ir• F— 7 i d trn i1? U ; `� 4' 4, 4, z 15.5' F- 10 p� cu - GARAGE M 3/4" TO 1 112' / F� O WASHED STONE 4' SCH. 40 PERF PVC Q@'(� TOPPED WITH 2" OF PEASTONE LOT l5 CROSS SECTION L.C.C. 9592E NO SCALE ARTHUR SIMONS Z 22.4' ' DIST o' ` BOX o I CERTIFY THAT THE PROPOSED FOUNDATION SHOWN HERON COMPLIES WITH THE HORIZONTAL & DIMENSIONAL REQUIREMENTS OF THE LOCAL / �;'•' jM. �� / ZONING BY-LAW, AND THE FOUNDATION FALLS = / IN SPECIAL F.E.M.A. FLOOD HAZARD AREAS / / r SHOWN AS ZONE B &BONE A13. , . BENCHMARK DATE: �' ''' 'Q`' 1 �+ � - R.L.S. TOP OF SPINDLE C.B. EL. = 1647' - END. OFFSETS TO PROPOSLD1LDINGS SHOULD NOT 123,24' / / L.C.B. PLAN BE USED TO ESTABLISH PROPERTY LINES. FND SCALE- 1 " = 20' # / N82 26'30, -� W GRAPHIC SCALE edge of pavement 12 wide — — �.. — —=- --- 0 20 40 -'; U7y)V Z4A OF \ti ^� "'` 296T4 � ` �` � r Q`Fs. �jGfSTER�� f,o.3) j c P s GyAIIS T U S 'y� • ALL COMPONENTS LOCATED IN POTENTIAL PLAN OF PROPOSED DWELLING, COVERS LOCATED TO WITHIN VEHICLE TRAFFIC AREAS OR BURIED 4 FEET 12" OF F.G. OR GREATER SHALL BE H-20 LOAD CAPACITY. } DRIVE WAY, POOL., & SEPTIC SYSTEM TEST HOLES P-6831 L.C.C. 9592L EL TOP of.8 BAXTER & NYE INC. AT F.G.- 1 T't FOUNDATION �� -�\,�\,� ,� �\;\/ /�./i, /,� 1 20 88 SOUTH BAY ROAD F.G. =11't INV. = 9.0 �� .\ ��� ..\ .\ n\ . .\ �/�\.���/\/\.��.�\.� ,�r,FG.//?/f/,/ r;T�i�j ELEV. = 12.2 INV. = 1500 GAL. 4" DIAMETER LEVEL IN 8.8 SEPTIC TANK INV - 8 6 DIST. SC HEDU \/ (OSTERVILLE) INV. =8.2 BOX LE 40 \/ INV. -8.0 P �C. \// FOREST LOAM & BARNSTABLE MASS. 10.00' - -�6" CRUSHED INV. - 7.8 // SANDY SUBSOIL •,. STONE BASE ,; y :..; :�1:..�•.� ;. // FOR BOTTOM ELEV. 6.8 -30" JEFFREY L. MANN SCALE: AS NOTED DATE: JUNE 16, 1999 MEDIUM TO COARSE REV. JULY 12, 1999 SAND BAXTER & NYE INC, REGISTERED LAND SURVEYORS r CIVIL ENGINEERS ❑STERVILLE, MASS. PROFILE — -125" (EL. 1.7') NO WATER NO SCALE CERTIFICATE REFERENCE: 106378 #99021-14