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Home My WebLink About0010 RED LILY POND ROAD � r� � �,�� ' . . _ _ _ . . � � �. �� Town of Barnstable E�=P = 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-1288 Date Recieved: 5/1/2017 Job Location: 10 RED LILY POND ROAD,CENTERVILLE. Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: SILLER,JOANNE Phone: (413)733-2539 (Home)Owner's Address: 301 FOREST GLEN, WEST SPRINGFIELD,MA 01089 Work Description: Add 2" rigid insulation to the basement.Air seal the basement with expanding foam. t "c� Total Value Of Work To Be Performed: $4,400.00 ao Structure Size: 0.00 0.00 0.00•0 r Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his.intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have' been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,'regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. f Signed: William McCluskey 5%1/2017 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $4,400.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 5i1r2017 s85.00 �3XXc-x;oot-XXXX- Credit card 0299 Total Permit Fee Paid: $85.00 Al —ZZ—� ? Cape Save Inc. ` 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 6/16/17 Thomas Perry CBO JUNTown of Building Division le .�®WN pF BA�NST��-� 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 17-1288 Dear Mr. Perry This affidavit is to certify that all work"completed for 10 Red Lily Pond Road, Centerville has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey Town of Barnstable 200 Main Street, Hyannis'MA 02601 508-862-4038 463. Application for Building Permit Application No: TB-17-207 4, Date Recieved: 1/25/2017 Job Location: 10 RED LILY POND ROAD,CENTERVILLEa , Permit For: Building-Insulation-Residential a - `q: Contractor's Name: MICHAEL T MCMAHON. State Lie.'No:,,CS-068111 Address: PLYMOUTH, MA 02360 Applicant Phone: (781) 831-1234 (Home)Owner's Name: SILLER,JOANNE °.: - Phone: (781)831-1234.1 f (Home)Owner's Address: 301 FOREST GLEN; WEST SPRINGFIELD,MA 01089 ' Work Description: Weatherization,air sealing,weather stripping and.blown cellulose 4 + 0. Total Value Of Work To Be Performed: $4,100.0011 y. Structure Size: 0.00. 0.00 0.00 Width _ Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,6iother.worker before he/she engages in work on the above property in accordance with the Workers' CompensationAct,(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a'partnership may elect to be excluded from coverage by. filing a waiver with the appropriate District Office;and that a sole proprietor of a business is'not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this;application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is,a permit to proceed and grants no right to violate�the Massachusetts State Building Code or any other code,ordinance or,statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief.: All permits approved are subject to.inspections performed by.a representative of this office. Requests for inspections must be made at least 24 , hours in advance. . . r Signed: Mike McMahon 1/25/2017 (781)y831-1234 . Applicant pp Date Telephone No. fi d' `.Estimated Construction Costs/Permit'Fees - Total Project.Cost :' $4,100.00, Date Paid., Amouut Paid 'Check#or CCN E Pay Type Total Permit'Fee: k $85.00 1/25/2017 $85.00 . " XXXX-XXXX-30�- Credit Card ^ - ".i. 7015 Total'Permit'Fee Paid: $85.00 _.;aa• �, .. T: l „i + lT PERM .. �. .7 .s,Mny. `a - TOWN OF'BARNSTABLE BUILDING PERMIT --LICATION J I j 11 r bARNSTABLE Map Parcel Application # �L. P�� 2. 9 Health Division Date Issued Z 17 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address `� R C �-� �a a G Village C"+tf Yl l l G Owner G�tt4 S'l J�g r Address 301 Fems� Glen 5�rinjk ell Telephone �1 3 �3 3 �5 31 Permit Request ha �' q a�►ci �,-4 9 g g �,`pSe, -40 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age.of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing U new size_Pool: ❑ existing ❑ new size _ Barn: 0 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 ' 11' 4 C r 71ac- --Telephone Number Address 'D �%o "��`P License# 1-0 `}�6 S. Y0.r Mow' h . I'l l�l�y Home Improvement Contractor# l �3 Email Worker's Compensation # 10C,08 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO foLN-ko%k4 SIGNATURE DATE k 9A � ,4 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSUI-ACION FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT i ASSOCIATION PLAN NO. 3 : RfcharaY,Scalii,MIrWdr, Tout Petry,$w7ding;Coa�missinuer ZOO Ma*,SftA Rya mis,'AA 0201 wwwAormlamstablemums Office: 508-862=403$ Fair:' SQ8-79Q-6� 4 pt BuAder licrebpIi ze; . rA ae onmybe u aII matters reLuive to work �€by:this ceding pevoo�applicaa�n for: bad . (Ad�ressof,�ot5) "Pool fences and alarms a e the respons-&Mt o tk a lac t.Pools P� � ,are uotto.be: ed:or u ed•;bef-ore-fepc is ius.talled and aul f spe�no4s are pet ornled and acccpfied Ci.. Sigrt�ta re o Owner S gnatvre'of.Apgl(c 3? t dame Pint,Native 4 S -• .CQ.EORMS;Ol4'IR'F.RP��(7SS10NPW7S � f 3 -3 - 17 Cape Save Inc. 7-1) Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 2/28/17 Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 177-167 Dear Mr. Perry This affidavit is to certify that all work completed for 10 Red Lily,Pond Road,CenteHvilleas e CD been inspected by a third party Certified Building Performance Institute:(BPI) Inspii tor. All work performed meets or exceeds Federal and State Requirements. Sincerely, ' William McCluskey r Town of Barnstable ` RECEIPT 200 Main Street,Hyannis MA 02601 508-862-4038 Application for Building Permit < - Application No: TB-16-3460 Date Reeieved:F 11/23/2016co �" Job Location: 10 RED LILY POND ROAD,CENTERVILLE , Permit For: Building-Insulation k ' ° Contractor's Name: MICHAEL T MCMAHON State Lic. No: CS-068111 Address: PLYMOUTH, MA 02360 Applicant Phone (781) 831-1234 (Home)Owner's Name: SILLER,JOANNE Phone; (413)733-2539 (Home)Owner's Address: 301 FOREST GLEN, WEST SPRINGFIELD,MA 01089 Work Description: Weatherization,air sealing,weather stripping and blown cellulose Total Value Of Work To Be Performed: $7,500.00 Structure Size: 0.00' 0.00 0.00 , Width Depth .. Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by ..m filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unl6s he files his intent to accept coverage. ; I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. 'I understand that when a permit is issued,it is.a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. - Signed: Mike McMahon 11/23/2016 (781)831-1234 . r Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $7,500.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $88.25 .................... .......................... ....... . 1 :................ ...........................,. Total Permit Fee Paid: $0.00 TOWN-OF BARNSTABLE BUILDING PERMIT APPLICATION- Map 22 -Parcel Q _ 414A Permit# - a Health Division 9 Date Issued 'L� Feed, a Tax Collects SYSTEM MUST BE Treasurer n. to F._,�mALLED IN COMPLIANCE @'11ITH TITLE 5 E Tjw' INMENTAL CORE AND Date De - -� �d' Historic-OKH Preservation/Hyannis /Project Street Address 1 t�� <R0 co Village �f'Eli te#-,vll P'a ��• ` Owner o 191L Address,, -3®1 Fidaervf9 Telephone 1 "7 5-7 4-13 7 33 A53 Permit Request C)A:7 J3 rL 1(C i S ► c�1 (�- 1�rcJ f�C.G.1 N . /71 Square feet: 1st floor: existing .proposed 2nd floor:existing proposed / /J Total new �l`6 Estimated Project Cos Zoning District Flood Plain Groundwater Overlay Construction Type 066D '1 -Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#uZNo Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes �o Basement Type: ❑Full 5d Crawl ❑Walkout 0 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 TYP C/e'and Fuel: 'Gas ❑ 0 Oil 0 Electric Other Central Air: O Yes ❑No Fireplaces:'Existing New Existing wood/coal stove: ❑Yes No Detached garage:0 existing ❑new 'size Pool:O existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of AppealZo orization ❑ Appeal# Recorded El Commercial ❑Yes If yes,site plan review# Current Use S V M F-4 actir Proposed Use UILDER INF RMATION 4/3 7 Si Name �"'' V7 i n l elephone Number �t{ Address .s01 C4_rJ License# tiiCJt=ST (�(F) fZi Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ar' PERMIT NO. DATE ISSUED : r a r �� Y" t.y � �_ ' eL •may , , , I '`' , •'i z i'} )+ s • V PARCEL-NO., �> Y MAP/ ADDRESS ' " i =VILLAGE OWNER i /,t -; IN sk DATE OF INSPECTION. . FOUNDATION ` .-^� ..:} c;,� , : . .. •. • �� ,J; ° FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL't : ' r • F ; R FINAL BUILDING. - +r ..CI, r . } DATE CLOSED OUT _ kt ai is ASSOCIATION PLAN NO. I N 4 o 6 0 ti o� cy N q L, LOT 3 7, & PORTION LOT 38% �° 8 , 720 SQ . FT . er v'� o � o 1 7 . 0 7 co s It C Z o r� m PROPOSED ADDITIONS � ti -- R - 23 . 06 ' A 42 . 22 T= 30 . 00 ' �� PLAN OF LAND IN HYANNIS, MASSA CHUSET TS AS PREPARED FOR GERD & JOAN SILLER 10 RED LILY 'POND ROAD TO: GERD & JOAN SILLER PLAN REFERENCE- PL.BK. 76 PG.1 DEED REFERENCE- ' I HEREBY CERTIFY THAT THE DWELLING SHOWN BK. 2899 PG. 293 ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. PLAN SCALE- 1" = 20' DATE DRAWN- JAN. 29.1999 ASSESSORS MAP: 227 PARCEL: 58 \'Y FILE: 1662-00 �� Gt? �.�1 ' '• ^;� ��/,j�ed F.B.: DATE /7 P FESS�JNA <LAND(/%g^U�R00�`VVEYOR NOTES-ZONING CLASSIFICATION ,w °FTKe r Depa>�mv. .' .;` .z Oth Safety and Environmental Building Division ;. . RARMAJ ' 367 Main Street,Hyannis MA 02601 MAIM 1619. Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE JOB LOCATION: /0 e�?E!� z �Lr✓!�� number street village "HOMEOWNER": tjh--�y�412- 73/ 752R 411 name home phone# work phone CURRENT MAILING ADDRESS: ?O city/town vstate ap w e The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. ' DEFRgIMON 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 Wit_ (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum ins ection pr cedures and requirements and that he/she will comply with said :proced " d require en Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shalt 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) Thu lack of awareness often results in. serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the II unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. I 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 I MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # MAScheck Software Version 2.;01 Release 3 I I I I Checked by/Date I I I TITLE: Barnstable Ma CITY: Barnstable STATE: Massachusetts HDD: 6137 / CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-4-1999 DATE OF PLANS: 6-4-99 COMPLIANCE: Passes Maximum UA = 566 Your Home = 406 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA --------------------------------------------------------------------------- -- CEILINGS 1350 38.0 0.0 40 WALLS: Wood Frame, 16" O.C. 2772 13.0 0.0 227 GLAZING: Windows or Doors 210 0.300 63 DOORS 45 0.300 13 FLOORS: Over Unconditioned Space 1350 19.0 0.0 63 HVAC EQUIPMENT: Furnace, 91.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date TITLE: Barnstable Ma MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 6-4-1999 Bldg. 1 Dept. l Use I I • CEILINGS: [ ] I 1. R-38 Comments/Location I WALLS: [ ] i 1. Wood Frame, 16" O.C. , R-13 Comments/Location I WINDOWS AND GLASS DOORS: [ j I 1. U-value: 0.3 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I DOORS: [ ] I 1. U-value: 0.3 Comments/Location FLOORS: [ ] I 1. Over Unconditioned Space, R-19 Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 91.O AFUE or higher Make and Model Number I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed , i ceilings, . walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so'that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ l I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I I SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in. ) : I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : I I PIPE SIZES (in. ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-l" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 ( 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- 7 Sent By: Western Mass Truss; 413 562 1681 ; Jul-20-99 9:17AM; Page 1 MiTek Industries Inc 607 SQUTN'NESIERN RUN SUITE 2 �� Yt7UNG5T�J W N OH dd5!A USA FAX(330(629 8241 TELEPHONE(330;629 8040 Re:caperoof Gerd&Chris Siller!Cape Co The truss drawing(s)referenced below have been prepared by M1Tek Industries,Inc.sander aray direct supervision . based on the parameters provided by Western Mass Truss Co. Inc. Pages or sheets covered by this seal: Y713469 thruY713484 My license renewal date for the state of Massachusetts is June 30,2000 rHORE PAU1. e 40.40M d' T' May 6,1999 O'Donnell,Theodore P The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is Lhe responsibility of the building designer,per ANS1/TPI-1995 Sec. 2. FO'7 A ' FOS O I O � I O F07 M < > — —o—o Uerd NIler Forest Glenn Name: Description: West Spfld, Ma Address: Job: ca eflr i N jo ASCII 0 I cos 0 � I > - C), E3� M 7 949F7 v T 6 T 8 Gerd Siller Y: Forest Glenn Name: Description: West Spild, Mo Address: Job: caperoof ca e: a e: raven s'O woo 1 11 V � 1 � lCLOJ �DROOM SMOKE DETECTORS 4-0 CLO- UI BARN�TA®l.t: BUILDING UEi , �gDrc OON� - i e �zt�o•' _ 11LAUNDRY' `I vib � - .. cLc. O 0 OJ�nLL se.,,� TM r u G'O ti°46 vp's \ lo 5-4 Aw�„�laoeMl4 aN s7coJr •... ..' � t� �9�1 E+cwna.l nsee�se>io Ev.eoo.�w NI Fi2if r�l OSCd+>�L4p0. I I.azST FLOOR PLAN �P-C< rJV_ -fr -oorz__PL-AN ._._... .----- I LOH FIRl1�A.N► 9C<Co��D FI.ODR 9Lf.�Jj•' f.!LLT 2 Hord 'ReowsE.a RtNe.//moN 9.P.l.l YwY.wpp/pT� i - - - - - — LLJJ 3FIM 7i _. EEL I Nz_F-L F-VA7'i oN glS�tr DE_ ��vAr�►J..-----.-- S�swn-ne Nf ern:q-IL-99 2 J•I1�..61C 110MC vcc�oxr ita.lovwnsr.lf. 2 �• 3 4 MMaLT.u_w� .. n - lS�ByPviwov - . . self •ae Sri TwJ ' T�X1i�r!.1�j GEa.tl1Z � 14" v �XII+T)NL � c4ArL !'NC,L ' _ GRAt14 L�e«11 ~ - SPA.e.C- c�♦ S'♦cCT0/.� yE741L Ah41a•♦'10,15F- d a I,D wr TRus5E5 I 14 I I GYA�JL I ' I Z I �P4cE I I O 4 2 XO KO.c 56rn0►J DE'rill_ u,aan 81��M, ►JT �'L,a N � flea L I I rs GRf•�1L I o pasr.+c ar vLr.a I mil— I r �D j�nne...)vcTUL_y 'I SEcric.o f=�evA:ro.� 31�.1_SR a+e.,� YRnobfcs Cc.Ji.Aernea • 3 ec 3 Sent By: Western Mass Trues; 413 562 1681 ; Jul-20-99 9:18AM; Page 2 Job Truss !Truss Typo Tpry owl-Y-1 rjerro&cmnsamerf zaps Coo y7i3470 :CAPEROOF M02 i ROOF TRUSS 2 ;1 Vhgdrn MOUT fuss CA.frie..V%Sftd.Mass..0108&2197 a Jan 20 IM MrTiA Industries,Inc. Thu Way rA 09:57!57 Igm Page I .........-------- ................................. ............... ..............17.1043.............................. ..............22�14................................. 4-7.141 5.2-2 40 40:! D CAUTION:DO NOT ERECT UACKWARDS 6.OD T2- ....................... ....... I.5X4 r; F ........................................ .............................. ----------------------................... . .. ....... ............ 4xA= I H a 4X4 7rr 31tl0:1 30 3X4- IG �10-0 17-10-0 27 -It,-,--,'-""...................................................................... ................. --------------------------------------------------------.--------------------------------------........-i 0.10.0 ".0 a." 9-10-0 ............................................................................................................................................. ........................................................... -------............ ....................----I I .........................- --------------------------------------------------- DEFL. 0A) Vdc) Lagoa PLATES GRIP TCLIL 30.0 Fistoo,Imassme 1.15 TC 0.94 Verl(Ll) -0,12 0�1 TrDL 7.0 Lurritier 1,11crailloo 1.15 SIC 0.81 Voll(n) .0,33 A.; 'ii SCLL 0.0 i Rap ftess Incr YES Will 0.17 HavAn) 0.05 F r1fa ff a2-0 8COL 10.0 Colde W.JVANSW 0011111m) lot Le 1.1.Min Well.W might as to ..............---------------- ................. LOADING tpdri ZPAC11M 14.0 C64 .................................... ............................... .......................................-..................... ............................ --------------------------------------....... LUMBER 1RACfWG TOPCHORD 2X4Sl`F4N*.2 TOP CHORD SOT CHORD 3 X 4 SPF4 No.2 9OTC14ORD Rigid calling dlitcli)applied w ID-0-Oon center bracing. WEBS 2 X 4 SPF-S Mud WEBS I Row at midpt 3.1 `WEDGE Left:2 X 6 SPF41 W.2 REACTIONS(IWAIN) Mat Ken A-40(load oom 4) 111011CS4 Firm Lead Cue Only TOPCNORD &Ca1354.rD-.1180,ENF-1377,E-F-1807 90TCHOAD WEBS &1-224,r-1.248,D-I-N.MG-270,&G-= NOTES 1)This xuss net covi cneaod for Unbalanced loading conditions. 2)Tole mm has been designed forthe wind leads grenitnitaid by 9D mph winds$125 it above;round Wrol,usinj 7,0 poll top chard dead I"act arA 10,0 pat bottom chord duad Wool,A The gobko end red zone an at omupwcy ts"oryll.cenddlon 1 anclasad bullillng,wM exposure BASCE 7.95 par 30CAANS196 It and veNcals tAirt.,they are not ailposod to-Ahj. if ewlaowo @)W,they are exposed W vkd. Itpoinhoo wK they am not"mad to wind.The lumbar DOL Increase 4 1,33.slid the piste grip inciesso is 1.33 3)Pivolde adactiaste dmftg6 to prewmtwo"r polavarg. d)At Planes are MZQ pidwo anions ither4of Irldiftled. 5)This true*has been dillaigil far a lWamd at 240pof an the$&ftm%nowd In all areas vAM a clearlonce greater thin 3-&0 bommlirt"a batten chord and any serer mvmtwo. 5)Thin"a Mao been ftsighwol viM ANSMI 1-1995 critena. UM CASE(S11 Stuiftird F TNMRE " ELL 41 �OAi liSTE At. May 6,1"9 WAPWNG-Var*design parmwesdervio eveA AVAD NOINS ON 77FO AND VIRMW AMC 2"OKS UW mm!o mm Design vmfim 'crf use Cray with MIrret;oonriftloss,this domign h boned only mpor,paletmelefs shown,orld is lor OM Kd1widuca buildinc tornomW 10 be Imlatiou and boded verticaltv. Apol"billy at OSIX)n owartnefels OhO Pieper Inewpoluslam of component 4 moolnSVIny at bylION designer-nol cuss deftneli.51"'19 ShoWn,1;Ilm lailelof sUppalt of"NIclud web members only,Ad0loftol leallbaury bleating I*intuin,tiablilly duift condwcilon it the responsibility of tine dllOWCA.AcktItio"I>vmamerf 10=1no of the Ovdr*l IIIIJ0410 4 W.0 IND0111,011MY of the Dull0ing 04mignalf.For gemalal gilclance ,e0oi4in0 lotipicallon,qualli control,sloolagw,dolyboy,bfflo14m and blaoting,convull GOT."OwilRy Slandaid,OSO.09 IremIng 8peciff1oo4on and NIA-91 4andlltv Wilmilingi*Ad 11facbm Recarnmendar"avoictillit,(lam Mussftle,Insl"Wo,C43 D'Otom Drift,mccumm,art 5J719. Welk -j Sent 3y: tVestern Mass Truss; 413 562 1681 ; Jul-20-99 9:19AM; Page 3 PIV 0,r yrom iiiiii Cit. Truaa :Trues Typo 1713477 Jet) 'WEROOF H04 ROOF TRUS3 12 1 Waseltm Man 7russ Co.Inc.,WOW1919,Ideal. 01041012107 Z_,'.jji_j.F20-IMIA.Tok RustirkW,to T),..any 05 QW.57 59 19911 Page I bsz ........... .............. 4................. ................ .........._Jr+a......I........... 2-3-0 4X4 C Q CAUTION.'00 NOT ERECT BACKWARDS 3x4-:, cif Z • F ........... . I........... ..................... . ............ H ......... eYA 4x4 WWI 1,50 ti 3x4== 3x4 I TIN ............!•U............... .......... .................. 0-10-0 5-82 5-11 14 2-6-0 5-11-114 6-6-2 ...................... ...................................... ...................................................__......................................... ........ ----------------------- .......... .. ....................................... LOADING(Fxf) SPACING i_" Call OEM tin) (lot) Udem PLATES GRIP TCLL 30.0 Plain Inclessim 1.i5 TO 0.79 Vorli -0.10 1 :M 092 M20 1"123 TODL ID Lumber Increase 116 SC 0.90 V61'IM) -A 18 J-K SCLL. 0.0 Rap stlen tact YES we 0.48 HM(TI.) C107 F m FCDL 10.0 Cade SOCAIA1,11W. tot LC Lt.It Wall i U 300 Wel lb ................... .......................11....................... ............ ........................... ............... .................... ..................................... W"llifift: ORACINO TOP CKDRO 2 X 4 SPILle No.2 TOP CHORD SOT CHORD 2 X 4 SPF-5 No.2 00TOMORD wIM 2 X 4 SPF-S ftc IWIDGE Left 2 18 SPF-S N&2 iLACTIONS(Wske) A-661104",F-058JU-3.0 Mu Hart AO-03(lored case 4) ORCES 6b)-Find:Wad Cue Only TOP CHORD A-D-11429 8-0-102 SOTCHORV WE53 S-083,54-339,f-J-240,C-1-0.D-1-268,E-1-5911,E-0.63 NOTES 1)This trum has'aen chodmid for inbalanced loRding cottlIftmi. 2)This trulat has been devirid I'm the wind(9000 P011INtlo W 90 mph winds a.-2e it above"Und"I.using 74 plif top rAcM deed lead and 10.D pal bollom chard dead load,n the sable and rod me *n 3o ocrApancy category 11,torterdon I snoletsed litillalintil,wilh earpea-in 6 ASCE 7.05 pa 900VANS196 if endvetunalls extol they ate not sposed to wind. It canbbvdm mftt they we tomposed 14 wind. W porches extK they are net exposed Irl wtd.The lumber DOL laciam Is 1,13,amd'Ma pelts gno increase W 1,33 3)P.vA**allKusti drainage to piarmatteater pending. 4)All plates are M20 Stitesunkov#11homise,hufkaw, 5)This MISS Ru Dw moria fw a true toads of 20.opr on"bar=Moral m in arbu with a clearance greater th'in 3."Mn won ins bqbm chard and any Ober members. E)rtirt truss has been deagmed with ANSVIPI 1-1 V5 criteria, LOAD CA3145) Standard T PTRU ISTE May 6,1999 &WAWN0-"fM 4144ges paiviessiters and READ NOMS ON TMV AM RZYCaM X"ox"jw m. Design vam set use only wdn Wei;connectcm In%asogn n based amly YP01N Paftomm4ls sr,,o.n.and v lot on IndlyAuct lovildtog CoreP*A#nt to be inlriullvO and loaded V01110011Y. AlpflIccbIlity of design potamelom and otoplIf imcotWCIbn 01 corn POnOni I 101100MID11"Y 01 WICIA9 designer-not UUM cluignai.&.aclmg shown It Im 151,6101 11UP0011 01 Wi,4104ai woo membeis arty.Addlillonal iorrilptsfaly bracing to mltviv tdabuny civiing conelluchon It the ponvolilty v the efecrics.Addill0o31 0*10MOnsm!b!acloja of the ov*ICA$14uChAls Is the tecoambililly,at the building ciallcir-61.For general guldiance 1:9 CV4 nd W 9 1 0144V foollco'llon.quality conliot Itolocts,debaly.ojocl)om ono bracing,conbulf 037-H Quality slandard,081-60 SMON SPO 41"On.0 !a- I moradring inatcaltirg and Store"frecommandclionavalkat"hom true Plato inmitute.US 010notriocrIoe,Modson.WI$3719. M 1T9 k Sent By: Western MaSS 7russ; 413 562 1661 ; Jul-20-99 9:20AM; Page 4 Joe Trust ;Tnjsa Type ffe-fd&Ch-fts-S-11W--QC4p9-CR- CAMOOF H05 :ROOFTRUSS I1 '2 Ine. Thu May 06 00:68:04 1M Pago I 'Western 11,118257ross,Co.Inc.,Westfield,NMI,,01006-2197 4.0-32 a ort 20 1,409W fsk!Wd L 4-0-2 6.6-0 ............ ................. n. ------------------- -------------------.........-.1 •1.11......... ............... 4.5-2 3-11-14 5-4-0 5-4-0 3-111-44 44-2 CAUTION:DO NOT ERECT BACMARDS 4X8'.': 1,5X411 4YA C 0 E ....................-................................. ................................ N4 x - F ... ... ---------- ir- ...... .. .. .................. ................. .......... ............................................ ...... ....................................................I....................... N 0 P, M a R I. S T U K v J 'A x I Y 2 H AA 2C4;I 3xfl=: Axs-.:: 3y4 20 3x8A ------------- ...........I-.............. ......... ................. ....... .......... 4-6.2 3-11-14 5-4-0 5-4-0 3-0-2 0110-10 ra6u .0.............. .................. .......... ................................... .......... .�01 .......... .............. ...... LOADING(W i SPACING ir40 C41 (1* v4W I PLATES GRIP TCLL ago P1111114s 11101"le 1.16 VC 9.61 VOMILL) -0,20 K-4 �9211 M20 162f123 TCDL 7.0 Lumber ifteresse 1.1t; be 0.02 Vor471.) -0.31 1,16L -229 5CL 0.0 Rep Stress hu No WS 0.42 HorzM) 0.07 0 his SCOL 100 .^ad& 9 AN (Merl 1st LC ILL Mat Wall-360 weight vs lb ................ ............................................... ..................................I............................................................ ....... LUM69A ISRACIPAI TOP CHORD 2 X 4 SPF-S Na.2 TOP CHORD 80!CMORD 2 X 5 SW-8 IB50F 1.511 607CHORLI Rlgld C411AO 4116it0y spoiled Of to."an comer brachij. WEB& 2X 4$PP4 Stud WEDGE R1ght2x467lir-sNa.2 REACTION&Wtill AP-34G&O-M,0-311110-34 Mu Hwt A-42(loard Can 5) Max Upi!A-MQatal*sea 4),0-1 3XI"d not 4) 9011141115(14)-Pest Laid Case Onq TOP CHORD A4-071,9--C-=7,C-D-5619 D-E-W39.E-F-5413,F-G-U07 DOT CHORD A-N-6644,N-O-W44,04--W",M-P-5644."-5644.O-A-5044,L-A-SM,L-9-4845,5-T-4646,T-U-414SL K-U-4846,K-V-4870,.6V-4570,.S-W-4676.VYFX-4470,1 04670,t-Y-5664, Y-Z-6684,H-Z-15111111,F.AA-6894,34,11.5664 WES3 &M-739.3-0,9116,C-L-10 11,r-"lDl 1.O-K-=34 F-M-745 NOTES 1)2-ply tun to be connected logillitst wMw iOd Carnrnorj.14ed4l Kill$us todium:Top crualas Connected WM I roi(s)at 6-14 on center, bottom chords conneclod with,2"r)*4 0-9.0 on center.webs connected as follown:2 X 4-I"a)at NM on carittv 2)This truso,has been checlaid for umbdw%cod wading candMarm 3)This son has,boon de"urd ter Me wind lauds pneirl by 20 rip!l winds at 26 ft above pround lowl,U99V 7.0 par top chord dead load and 10.0 pit DMM 4cmd end 13m,in the gable,el"rocir Z"on an tom ancy category It,conetuart!encifeed XMIng,wlin tKoesure a Asca;-so per 11100ww96 [few vorecalls W414 they are not exposed b-Md.it nalovers,ffldv,they am a**Sad 16 wind. 9 petit ea axial Mey era not exp road to wind.The lumber DOL Increase to 133,and the plits,grip Inctsm Is 1.33 4)Exmpt aa,shown below,special core voctio.(a)required to support concentrated load(*)Dogion of corinec"s)Is 0*149tited to the buldirillsoulgrar. 3)Pmvldo adoil droifogta to proirent water poadft. 4)Ail plates are M20 palm unans otherwise Indicated. 7)T'nis bun has been d"Ijaed W a I"lead of 20.Oprf on the bothur,chord In al sivais-fths clostorics 92eatst then S.&O lntwawo all boftrn chord slid any other,members. 8)provide mochonloil connection(by others)of trues to boall Plait capable of withatanill"133 Is uplift at joint A and 135 lb upift at Joint O. 2)This trusa has Issin daigied with ANWrPI 1.1098 crilattla. IQ)Tirianrax lntenec"miZonCIrKOF ham 3.2.i2tp27-1-4 from ihvOphtWbe connected vft Kant-bog JRS$11*raoMin($PFI.130ni.33Up)ot equwa!ont This connection top"a matenturri dmnle*d of 646 lb and a maldniuril uplift of 407 lb. Follow Karill-Sol;sislaillslan recommendsthris for hangar connection. DIM LOAD CAMS)Standard OVONKLL 1)Regular tumbsf korvaseel,Id,Flats Increase-1.16 Ft LIMIlitirrin Loads,(PI11) VVft A-b--*.3.9C-49.3,C-0-404,0-11-493,I-F-49.11, *0--13.31 O-P-15.3.lil 3,lill O-R-13-16 L4111-113.3,L-S-i&3,SX-13.3,7-U-13.3,K-L-13.3,44-13.3,J.V-13.3,J44-13 3.VY-K-13-3,14-1113, Y-2-13.3, HAA-13.3. Concentrated Loada Qb) Veit Il L-249 9-248 0-248 H-249 M-248 Ow-2411 P-246 Clo-448 R-244S-245 Tz-246 J-243 Y-241)ilirm-248 X-248 Y-245 OSTE 411 AA-450 AV May 6,1999 AwARwiva-vol l aft eum joilamnalury"d mm None ON rm An xxvzRW am Bzrom vu. Malvinas Delilgri,YCW for;too only*it,',Miles conri#closs.the deign It mved only upon patomelve shown,and ft to on Inallndual twildlog component to be Visfoled and kod"verl"RV. ApoftaMiiy of oeoll porornualets orid otopa bleaspoicillot of component It teuwsibiNy of bAWIng defigner-not fruit; deognti.licizing;stiown to fQs lateral ruppc4t of IndivIcivol W*V"rribof.oNly.A00lonal lomfociva,;y lotactrig to Insuro stablIty clwlng avmhfiucfjon Is the iespohdil of the otoclot.Addffloncl permanent bqcCIMG 01 the owall thuctuto It the io4writillbl6ty of the IwIdIng divaigrovi.Fail Gentaicl gLilacricat El ,99cudIng fol:111calli>n,clucilly 99091.Ociagm,delveny,et*,-IW and b1cl consyrt SIT-68 Quially slandotal.OBA.69 Ircolng SpocWkaH*A.and 1419-91 4D 140"IdIlAq tmicIll and Arocinc, cyol4able horn hue Plale,Insillyfe,%3 O'Oooftlobit",Weston W3617M MiTek | | Sent By/ Western Mass Truss; 413 562 1581 ; JuI'20'99 9:21AM; Page 5 | � spl ..-.,Western Mate Truss Co.Inc.,NoWleK gaslD.,01108&2197 4,6:3 D faj�20 fp j IWr ak Industales.Inc. Th.May 1999 Fai 11 ODO mvm ..................... .............I............... ............................ -.-I--------------------------....... ............... ------------------ ......................... Max Harz f Sent By: Western Mass Truss; 413 862 1681 ; Jul-20-99 9:22AM; Page 6 �_...I•Job Truss Truss typo War i Cape Cod----____.__..__.._._..__. Ply Gard 4 Ghla S - - _.— Y713470 I ICAPERGOF Joe R'OFTRU3S �16 b Vwmam W.asshuss Co.Vic..1A4strbPd,Mass.,0106,2197 4"2 a Jan 221369 MIT**Indueabe,Inc.Thi May 06 09:58:09 100 Pops,1� 4.44 4-'-10 1.Sxa I I 2x4W 3xa it 3X4— r 0.10.0 I.8-0 Pbte+]Phnb %._ '_4:0.1.2.add►LIA:1.0.11,0061 LOADING(pst) SPACINCi 1-4•0 C31 � DSfL (h) 09a) L•dwn�P�L.ATL•E GRIP ---- TCLL 30.0 PlowIft"4sse 1.tC TG 0.21 Ve(1(LL) rJa - rVa ! 1120— 10123 TCDL 7.0 Lumber Increase 1.16 DC 0.34 I Varrt(rL) •0.23 d4p M20 1 BULL D.0 Roo Simslner YES Will 0.12 Hora(TL) 0.00 D ft% I am 10.0 Cads 60CAMNS19S lot LC LL Mn Loden s 3e0 ! Wolgh:27 lb W1011L°R BRACING TCP CHORD :X 4 SPFS No.2 TOP CHORD Shauthad ert'.0.0 on CentM pYrlln Spacing,a+xapt and varseals. SOT CHORD z X 4 SPF-S Ra 2 BOT CHORD RI®la caging directly applied co 1044 on earlier bracing. YMBS 2 X 4 SFF-6 Stud WEDGE Lot 2 X S SPF-S No.2 REACTIONS(ibl*zo) A.2SM-3.9,Da25710 M Max Ma Ard7(IOad one 4) � Malt UpMDa•211i(bad cone 4) CdRtEB(10)-FM Load Case Only TOPCHOAD J6%--219.54C- C-Da-102 SCITC710RD A-Ds10 WEBS 13-0a-21a NOT" 1)Thin truss has bersn ossignad for the wind loads 9werstod by SO mid winds at 2e R ab*va ground legal,using 1.0 pal top chard dead load and 10.0 psi bdbrn chord dead load,in the gable old roof zone on on occupancy catagary ll ;Qedi o i onv, wd bugling,Win spwa 0uia AP.CE 7-0 got 9=1 NNSIS5 [tend y4=6f6 UhK Ihey se ent not expod to vMd. If cantilevers oW,b loy am exposed W wind. M pbrthes r*ruL tltey am cool exposed to whtd.The lumber OM Increase 01.33,and"plat*grip ncrease Il C33 2j Ali plates am M20 planes unit+»adleryMo Inalow. 3)Thi3 truss has been teedgned Mrs JW load cry 204p*1 on Ora so"chwd in oil sews wah a clearance praatm than 3.60 beWeon cis bottom chard and any athos mamisw& 4)Prarxle matrranlpl connection(by*that*)O 74*%mrN pim capable at w meranaet9 za ib uptst ai joint D. 5)This suss has been desgned Yft AN&PM 1.1996 erhana. LOAD CASE(e) Standwo OF ® THEODORE . 0"OUMELL .o ISTE� AL May 6,1999 WARE NO.4'erW design psasamsfen and R94D NOrAM ON 121111111 Aim R8 VZ 1 SON asasom M. ems_ Dasdgn void lof use Only with Mites connectors.this design Is trawl only upon"1010 lels shown,CM Is for an I141141clual oulding Componarld to tsar installed and baited velrlcoliv. APpneablity of aeslgn potamelen and Ptoper Inoorpwalloe or compone,61 6 iteponeD6lty or burtling 24slgnor-not Dues des67ner.Macho shown is foe kxlAidl Support or Individual web,716mbels OW Agg0i0n01 IPa100101V IYOCk10 id VAUM liability OWFM collfliuetlan b Ins laponalbgay of the eterciw.Acidilbnal pernoneni b,achq of the oy4ial situcturo to 1n*Iosponstbllty of the building designer.for gonswt guddonee Iml rtgeuding fob0conon,auoll y eonital.elatago,dvsvery,*,action and bxaeing,e0nrutl 011.95 Dually Slanflmd.060-89 araeing SWIlleadbn,and H19.41 'T�k® Handling installing and bbracing Il000mrnnW e,alton oa6atab trom rwar PWl*hierouto,583 D'Onohso Dille,ModMon,WI52.19. Sent Ey: Western Mass Truss; 413 562 1681 ; Jul-20-99 9:23AM; Page 7143 +Job Tares Tfuve Typs ry� iy Geed 3 Chda Slller!Cape Cod Y713475 �CAPEROOF J08A OF TRUSS is 1 -�- Western Maw INves Co.Ina.,Wswisld,Mates..0106e.2197 4.0.32 a Jon 201099 M7Tek lndudtrbo,ire 7 hu May 08 09:58:11 1 1 3.2.0 5.4-0 US^ 1.6x4(! B Cw- 8.00 12 _ 2),A E F ® H 1,51411 US 11 3x4:= r 0.10.0 3.2.0 -�------ 8 S-0 - --I 0.10.0 2.4.0 5 4 0 Flat*ONeeh(XY): IA O.1.2.se e A 1 a 1 aa6 :aS4 0.2.0 LOADING(pof) SPACING 1-4-0 CSI ( DEPT. (in) 110e) Bdki PLATES GRIP TOLL 30.0 Plants Incowse 1.15 TC 0.49 f Veft(LL) -0,08 " -999 M20 1581125 TOOL 9.0 Lumber lnnsa*o /.18 Be 0 .72 Yert(TL) .0.t4 O-E -729 KILL 0.0 ` Rsosnes!hcr NO W8 0.40 Harim) 0.01 D we BCOL 10.0 J Coda BOCAIANGO (Mediae) let LC LL Min Hail-360 Weight 26 lib LUMBER BRACING TOP CHORD 2 X 4 SPFS No.2 TOP CHORD ShettOod or S14t 1 on cents gamin opadng,except and voitkyb. f60T CHORD 2 X 4 SPF-6 NO.2 BOT Ct•7DRD Rlgta Cel inp dVe Sty Ypplbd 0r 10 40 eh leMeY bssL4ng. WEBS 7 X 4 GPF-S SW WEDGE Lett 2 X B SPF,S 140.2 REACTIONS(Ibyalae) Aa364110.3.$t0v4S943.b Max Hart A.38(load case 4) Mat Uplift Ail.13(lead caw 4).De-30(lood case 4) FORCi9 f1b)-Feet Load Cato Only TOP CHORD A 8�•709,l3GeD,fsDs 726 SOT CHORD A E-698,E•F-626,F-0e11126,G-H-626,Dfi-628 WEBS B-Ee3.1,11-0e07 NDT65 1)T'hbr ovas has boon ossgned stir me wsfa tows ponsrated by 90 mph weds at 23 R ablya ground leml,u"7.0 pal top chard dead load and 10.0 psi bo9Com enord dead loom,in the gable end root i ms on an oocupancy catr0ory 11,eendsbn li sndased building,w1th exposure B AWE?-96 p*r BOWANSr96 If end+ertkals estel VM aft not exposed to wind. 0 aardlleyerb o*A they are exposed to wlmd. IT pore»a ex st may aro mx etpaead to rend.The Dumb*DOL Inaeaa9 b 1.33.lad fne plate 911P inersaso 91.33 2)Etoept at shown solow,special connocsion(a)faqui ed to support concentrated load(s).Design of oonneetlen(a)Is delegated to the building designer. 3)Provtas adequate dninops M proven!vmW JsondMp, 4)Ail plates am 11020 ylatsa urdsss oduo wba lndketod. 5)This truss nts boon deolgno<for a go load of 20.0psf an the boCbm ch"In all arose with a clearance greater than 3.&0 between 0w boRam shard and any attar ma,nbem. 6)Provlds"Whonval connection Joy"am)of Irvs4 Ail beering plate capable of wlthebtdding 13 Ito uplgt at f eint.A and 30 Its upIIR it Joint 0. 7)This Wee has bean designed wldn ANSVTPI 1.1295 oftits. 8)Truss J03 lststaecting at 2 o.c.to bs aonnedod with KontSag JR38WI ply/At JSPF t 150n 1.33Vp)or ogvlvelonl This connection supports a maxImunt dawnlaad of 370 Ib and a maximum uplIN of 203 IS. Fellow urnt•Seg 1lasiallellan retaemmendallen*fey hanger eermsetlon LOAD CASES)Standad F 1)Regular Lumber Ineroeeee1.13,Plate tnefsae■1.16 � Unitorm Loads(Par) Veit A-Bs-49,3,B-G*-4H.3,.e4-13.3,E-11tu-13.3,F.Gc-/3.3,G-Ho-13.3,D4403.3 C4Mar3ated LOeOs(lb) THEODIM Vat£-91 F-41 6.41 M-41 ODOWNUL ISTER� ®�PIAL May 6,1999 j&WARM0-Vee(})J)dAalpn gtaronaotan and F. AD MOM@ 0b17td1G AMP XEYLRa6 U09 BIgY WW LW- MEroseate Dentin volid for vast oniq wnfl mgvt connetrore.Iha assign a bases onty upon parameters shown,and Is tot on(nOlrldual DYedlno cornpor nt to De installed and loaded ver ."Wir. Appaeabaty or ddsyn p llaraetea and piopoi Incawp010tbn of comp0neni a responslbtny of bu6dtlo desbnei.not Puss d4Ml2net,Diceing snewn a so(lW000l support of 1ptahel aual web members only.Additional Immgarary bracing to loos uoaary during canshuclian is the rdepondbnttV of the ewWx.Addeionot pamoneni btaeNta at ihd ovrrad wtuatufe It The taepornlbllty of the bullaotg aoabrer.For general QuIdana4 raydrding labrlearl0n,quatrycannot stoiog6,delivery,srectivrr and booclng.eonsuS ti61-all Quality Standard.051.491racinp SyseNaalldr,and MIS-91 NV/pI Y�� Handling Instalbn d I omu 9 and beemsrdrdbn avolable from huts Bois Institute. to$83 D'Ofrol DfW*.Madison,Wl537t0. Sent 9y: Western Puss Truss; 413 562 168., ; Jul-20-99 9:24AM; Page 8/43 L Truss Ttuss Y7pe Oly Ply Gerd d Cnrls Slller I CApe C00 Y713477 IC ROOF TRUSS 2 1 WONW6 Mesa Truss 00.Inc.,WaWarld,haas.,01DB&2197 4.6.h2 a Jan 20 l0901aRak tneLrtisa,Inc. Thu May 06 09: •tot Pape t 7-2.0 — ) SAI-0— r•2.0 4x4= 3X4 C 8.Ot1 92 E3u4- 31m 11 1 tffid It 0-10.0 1 3-10.2 l 010-0 3.0.2 3-3.14 14-D PlateOtfestaM IA01.2.ed 1A14�t�406� LOADING(pep SPACING 144 Cm OEFL (In) (tee) I", PLATQS GRIP 1CLL 30.0 Platoetntratp 1.75 TG' 1102 Vset(LL) 000 E ?999 M80 t09y133 TOOL 7.0 Lurnbetlneresae 1.15 BO 0,14 V0103L) -0.07 A-E -90 13CLL 0.0 Rep 9MamsImet YES WS 0.13 Hat2(TL) 00D O Iva BCD. 0.0 Code SOCNANS196 ill LC LL inn Vdo11 a 3W Weight 29 lb LtIM®HR ORACiNa TOP CHORD 2 X 4 SPF-S No.2 TOP CHORO Sneathed at 640 on cents!put&+spacing, except end wxbesls. OCT CHORD 2 X 4 SPFS Na.2 507T CHOAO Rgq ceitttg dUhseOy applNa or 60.0 an cdnttx btaang. WEBS 2 X 4 SPF-0 Stag WEDGE Lett 2 X 6 SPFS W.2 REACTIONS("Us) Aa26743•8,0-2674$4 _ Mace NOR As14t1040 CUS 4j Mex Upl"D•-mload case 4) FORCEb(lb)•FHt Load Case Only TDPCHORC "s-79,BZ-43,G0a-290 BOTCHORD A-Ea70,D•Ea0 WEBS 5•Es-157,C-E-730 NOTES I)This tr ua9 has been dealprrod far the wind loads permirl"d bir eg mph winds at 25 R above ground Morel,Itlatg 7.0 PV top cnora dead load and 10.0 Dt:00%om chard dead load,n tin Pablo and rod ram rrr,an oxupancy cato ;y 11,conddion I enclosed bullding,wah saposurs B ASCE 7-96 per BO•,:NANS195 lend vertbals exlst,they are not exposed tovhind. t canthe+ere ea'r,they an exposed to-iAd. t porch%ellem.they ors nel exposed to wNd.The lumber DOL Inereotts to 1.33,and the plalm orlp Incleasa Is 1.33 21 Ptowde aaoquete damnage to pnvontwa;a pending. `I 3)At plamr are M20 plate untm otherwise Indkaled. d)This tracer has been deaigned for a We load d 20.Cpat an the batbm chord In ea arcs WM a Oarance greater than 346-0 between the bottom Chola and any other nlemwrs. 5)Pmvdo mootanicai connection(by sthers)of Muse to bearing plate capable of wlthstandevg 20 It-upI t at Joint 0. 6)Thin truss has been al"kned Wen ANSVTPI 1.10a5 erkeris LOAD CASQ#)Sttandard F THEODOfiEPdAt�t, OVOINNELL Fla.S T E P At May 6,1999 &IVAMNO-VerW deatyra paehaeeacten and.RIRA®FlOnS ON TZIN.4MD MVFJ BS Ill ZZWOM[183. smsme Dealgn woad toF use aNy with lulttek cannectals.this deftn a tweed crag upon patorneafs W*wn,once Is to on ndivieuot bulang component to be MIME mstoeed and l7Odea vvvIIpg1y. ApplIcObehy of Op1on porom wen and proper ncorporolbn of componenl k+e%porulb8ty of buYtano dedgnet.not truss dodgnei.Eraclnq shown a foe lateral%upped of ndNldual web MOM00401 OfW.AdCH!"Ot Ibmporary bracing to Insole slobYty dudrhp oonsltucilon Is the TbonatHfdy of the erectof.Addtlonol pornonent bracing or the overdl ehuCtWte it the tuepOnen>tay Of the bullding dssharweee.For oenewel auldonee mul 901ding lobticollon.quarly Control,dome,delvefy.aeellorh Once btaen0.consufl OST•sa auouty standard.011 hoeing Specification,and 111a•41 �� ® Hbnailmo instalNrsg and smelna see cfnm- all"ovollmom cent It%m Acte,nd be nvto. e O'Onoslo Oil.*.Madaon.Wi 6$717. Sent By: Western Mass Truss; 413 562 1661 ; Jul-20-99 9:25AM; Page 9143 Jab Truss Tnae Type "•'�--R'�` CNj DIV am d Chris Spas.I Cwa Cod Y7134751 CAPEROOF ,10BC ROOF TRLfs.4 2 i Western Man Tn1es Co.Me,4`,oWleld,Mass,11166&4197'-------- ------ 4,m32 a Jan 2c 1999 Mlfek Induebles,Inc.Thu May 060W1W.161999 Pbge 1 E - :r1ao � e-�•o----I S.tOCi 28-0 4xS= 1.Sxd i 1 O 6.0D 12 ar \ x4- L 2 3x0 I1 1.5X4 11 3s4= 3.10-0 7-0.4 94.0� 0.1C-0 2-4.2 2-7.14 1.2.4 1.5-12 P1ate0Mestafk.ri: IA't}i.2,0000l.lA:1-6.10-0.6Lf8'D9.0.0-�-0f - - LOADING(p5t) SPACING 1." i CSI 01% (In) (toe) ildsd PLAT[9 0R1P TCLL 30.0 Pie"Increase 1.19 j Tt: 0.41 !eR(LL) •0.00 E �998 M20 1601123 TUX 1.0 Lumbar Invoove 1.15 Be 0.16 Velt(Tl) •0.03 A E �999 BCLL QO Rep 4vm ater YES ( ytro 0.38 Herz(TL) 0.60 D dJa BCOL 10.0 Code 810CNAN5195 lit LC LL Min UCWI.350 wel9ht 2714 LUMOSR TQP CHORD 2,S 4 SPF.S 1,10.2 TOP CHORD Sheathed of'0.0A an Center purlh spacing,except and tefdesta 80T CHORD 2 X 4 ePF6 Nc.2 307 CHORD R19W Leltlnp dt ertly app{bd or 10-0-0 on arlter n acing. WEBS 2 X 4 SPF.9 Sbsd WEDGE 1.111;2XaSPP•SNo.2 REACT(ON3(huslu) A-23710341,0•257F1&4 Max Her=A-60(imil csse 4) Mal Lrpl6lt-14(Wad Cole 4) FORCE3(Ib)-Fist Load Case Only TOP C"ORO A•M-166,3•Ce-0,C-0-42 BOT CHORD A-E•149,afi•162 WEBS R-Es66.DO-= NOTES 1)This buss hail ban desIgned rar trio wind"de perforated by 90 rnph vends 1125 R.no"amun41eve1,using 7.0 pill tap Cherd dead load end 10.0 psf bottom chord dsad load,in ins game ens rear zone on es eeeupaney ntsgpy Il,oon0lSen 4 anetoead bu1101r+g,vd91 exposure B A9CE 7.96 per 80CAlANSI85 It and vsrlIcel6 arias,,Goy its nil(exposed to wln4. n Umill Wren oft.they are Ciliated t4 wlta. Ir pelehss fddlf,Mail ate 1`10t expasid to wind ibe lumbar 00L herom Is,1.39,ana Iha plate yip increase is 1.33 2)Peovlde ad"usts dralne90 fa provarit water poncing. 3)A9 0 lift are 920 plotes unless othotw w Indlosted. 4)This Vues has boon dwigned hf a INv load of 2QCpe1 on the eolloln chord In 1111111,3111111 with a rAWgncs groaner then 3.6-U tletween Me bobam chord and any other mambsrs. 5)PraAde inwhsnloal eannacedl(by others)of rues to boaring Plate capable of atthrtlandlrg 14 Ib uplift at(oil 0. d)This base has boon deso"d wnh 04WTPI T-lw5 criteria. LOAD CA3E(SI Standard TKOM PAUL q�J� )STE%�� k11At May 6,1999 ®WA9fMNO•VerW devWx p amirwitern and PLUD NITS@ ON TZIN AND JWVWU Eua6 58J?101EC Um. Deogn va4t9 101 use aniv wan Milelt connectors.Ins aeslQn b I7aNd spry upon Posarrelon shown,and It tot an b101vidual bulldit cohiDonent to be MMMI Installed and loaded vasliaasy. Appli"616ty of desdgn 0MGM010rs and rAOPM Inotapolelbn of corn ponenI a tesponsbWV Hof buediig designer•hot Nuns deslgnet.6racho shown it to taiefal"icoll of individual web menHlefe only.Additional leni',DW01v biOckno to mete e'3b46y during eondWction is the rafponabillly o1 the ere ltoi.Addalnal p®tmanenl braosnd of t sr ool ovav stfuwure Is the teoponsibl6y of the bua9Mg dosionwi.Fef genoral gutdance r00oicirng savicalion,ouciev con"atotage,de4verv,eves ion any bracing,consul)09T-BB 4uat6y standard.016.99 irocing 9Dee6kallon,ana HIS-VI �T�� Manalnnp Instat"Cad fsaotng le4tomrne0satlerl av s He m louse rune wtnuie,es9 D'Ononb ,.M Driveociltm WI53710. 1 f Sent By: Western Mass Truss; 413 562 1661 ; Jul-20-99 9:27AIh; Page 10143 JOB `T7Lq ruse rype Qty Ply Gerd L C•nt8 B6tt;1 Cape Cad Y713474 C0.p[ROC+F JOSO CReTJFTAUSB i TnNm�-O•InC,Wemltbld,IAlmm.,U9080-29� 4.042 a An 20 is"mmu Indusm,Inc. Tnu may Dti 69:aPie Slogs page i 4-6-0 I --- AA-0 —--I 4-0.0 4rs8= 1,5xa II C 8.01} 12 E �t! 1.5x4 11 3x4= 0.10-0 141-2 1.11-14 1.10 4 2.1.12 PIaW Cereals MY'IA'0.1.2.0ttaet IA-&U-0.61.IB:O."a-0A"I �------��_.._........_.___ LOADING(par) SPACING 1." 790 ORFL N fix) Vdae PLATIS DRIP TOLL 300 Platas IrKne o 1.15 O.ta Ytri(LL) -0.01 E -Dog ra20 ICW123 TC]L 7.0 1 LumBat Incmus 1.16 0.14 yergTL) -Il x y969 BCLL O.0 Rep blw IHar Yh_S 0.13 H4az(TL) OM D Ns BCOL 10.0 i Coda DOCNANSL96 1 tat LC LL Win Wall a 360 warignt 2a all, 61JamDflR BRACING TOP CMORD 2 X 4 SPF-S NO.2 TOP CHORD Shasthed or s o o on center purlk epa.irtg, wwoptena varoc ii SOT CHORD 2 X 4 Spm-3 NO.2 BOT CHORD Rigid easing drna6y applNd er t680 on oartbr bracing, WEBS 2 X 4 SPF.S Stud WEDGE Left 2 X 5 SPF-a Na.2 REACTIONS(Iezaus) An26710.3-d,0-2671M.4 Max Hot&A•53(load case 4) Idax UpntiD+r•9(ia4d cam 4) FORCES(lb).FM Loud Came Only TOP CHORD "-M."-a•C Ds-86 BaTCHORD A-E•226,D-E-M MESS B-E•66,00,266 N6T46 1)Title true hoe Dean mignsd fOt rice Wind Well Ventilated by 90 mph winds at 26 8 slam ground level.using 7.0 pet top chord dead lead end 10.0 pit bottom chard doed load in the gable any race wne on an eoeupanoy category 41.eonalli I on0oeod building,Mh vaposurer B A�7•05 pm BOWAIUSM low yansails exut lrey are not axpoaed ro win l R eanmeeera oast,d ar are s>pD6ed to send. W OorcMe Ilan they ate not amelod t0 Mad. The lumber D1 Inueam 6 1.32,and tM plate grip 6leroame b 1.33 2)PlaNde"OW61e ytaiftge b Preaent Witte,ponding. 33 Al:Pietas are U20 plates unless otherwise indleatad. 4)Tins Owe has been deallined Mr a the Intl Of 20.OW an the 1001111111 cnbrd In all afatya Yn011 43n110nce greater trarl 3,U bat"an the ballom dwrd and any saw msmbem. 61 Provide mechanical connerbon(01 athen)or eves to beating plate upobis O4 w6habanding g tb upim at Joint 0. I 6?This awe has NOR ata'Sned With ANSYfP1 1.1g16 dlRsda. LOADCA3143I STamJara THEOMPAUL V t IONNEL. 10 e $STVA May 6,1999 OWAelr XU•1•er%design parmnutese cand XZAD dYL►MA Oarame AM RBVIII Q 5WJ;saF+O)N u:u. a®�® Design wed tar me onR+wan Mllek cennectals.INS 0e61011 It Dried only upon patameten shown,and is lot an InaNidual building com0onent to be Insfaaed and loaded voll"ity. App40ablely e1 de0gn patametehe and Paopef InO00044102n of component IS responebiny of buliding destgnsi•not Huse despnet.Bracing Mown 1 lot lalelal SUVMrl of In4:111VIOM01 WOO MOMOO18 otuy,AdMW*l lampwaly bltoebg to insure,dabAhy duthg eondtualian It the responsibility al the ereelor.Addabnai peimanenf tracing V tAs•QVe6WI atruClule it the tetpanalki of the building aenlynei,for gonaidi gu aance regaldho fabrication.qually conitol tlotoae,delivery.ereclbn and lacing,Consul OSI•08 Dually llandard,031.6e leasing Speclncalion,and WIS-01 MITE � � Handling Installing and Iraci m ion rfp Poo available born Truss Plate inrlaule,4B9 D'On�bb Ma dison,adison,W19371a. Sent By: Western Mass Truss; 413 562 1 W' ; Jul-20-99 9:28AM; Page 11 /43 Tuvs Truss T7ps n121 Oerd a Chris SherQm odCAPER RCP d08E I=r TRUS$ Wesem Maw Truax Go.ITe.,tnesmetd.kazoo.,01086.2107 4.10-22 elan 20 1089 MrTek Industries,Inc. Thu May OB 02:66:21 1009 Papa 1 7.0-0 4a4 i 1.Sx4 ll 6.00 12 \C a:4 3a6 i) 3z4 ,0.10.0, 4-4-8 a1o.a a.s.s a.1.1a ®tau t x •0-1-� �w 1 ao� _ �-_____.---- LOADINGIpafj SPACING 1.4.0 Cal DEFL (in) flee; udee PLATES CAIP —= TOLL 30.E Plawslneteale 1.16 TO 0.69 VaN(LL) rdd nfs M20 1Wt(123 TCDL 7.0 LurniMItt,Mines 1.1E�'— BC 0." VeA(1'L) -0.23 A,0 s420 Rcu 0.5 Rapsweelnar YES tNa 0.07 1,19941L1 0.00 0 nr4 aCOI 10.0 :ode 9CnCNANSI� 1st LC LL Min YCst n 3,60 Weight 25lb LUMBER BRACING TOP CHORD 2 X 4 SPF-S 4a.2 TOP DNDRD 5h#$thad or&M on Ceraor pudIn apse rig, oertept end veftula. BOT CMDRD 2 X 4 SPF-S No.2 130T CHORD Reid coding Wretty appled x 10 OA OR cantor tr xIng. WEDS 2 X 4 SPF-S No.2'27oeept" B•D 2 X 4 SPF•8 6tud WEDGE Left 2)La 8FF,8 Not REAC71098'(lbislte) AaZ7/0.34,.1).767i0-38 Mu ftz A•73(bad case 4) Malt U0lIKO-3(Aad Casa 4) FORGES flb)-Fast Lead Caw Only TOP CHORD A-8a 73.8-Cs0,C-0-33 SOT CHORD AQ-W WF23S &.0-181 NOTES 1)This Woe has bean 0*0114 for untel0nced loading caMtbns. 2)Thus true hex boon deslyrwd fat the wind Wads generatod by 80 mph Mnda at 26 It above ground"I'tmetg 7.0 pet fop COsf d 0430 IOU and 10.0 psf battsm chord dead load.In the gable end not zone On an ocwpsltty Cstegety 1',eontltbn I"Closed building,wah exposure 6 ASCE T46 per BOCNANSW H and vericals exbt they s;b not exposed to wind. t esnilImn a odat,they are exposed to wind. porch#$494 they are ear.*"$ad to wind.The lumber OOL Increase is 1.A and trio plate grip Inereas0 Is 1.33 3)At plates are M20 prat""Nees aaunvleo kntUatod. 4)This truss has ban dasiglad tat a Ilea bad or 20,OFat on the 11101101111 Mad In all Mass with a elasran a greatx bran X&O between Ib bottom chord and any abler membam. 61 Provide machanleal:Adnadkn(by other)of truaa to boating plats espstiis of wltnetandng 7 Ib UPI"at lolnt D 8)Thb bust ties been"nod with AHS)/fPt 1•1986 ct8arta. LOAD CASE;a) Stan6srd q tSTE� M ay 6,1999 AwdtmNo•ver(&Asatlprt immovolaters vAd mw owns ox rBffm mv Mvz=am Altz"M Vow, ®to. Dedgn voad vox use only with M1sk vonneclom the,design it based onty upon potarneten drown,and Is oat an nq Nquoi building eomDaneni to De tmlaYad and kDayed verllCotl. ApDlicablllty of design tmnarnelers and traps I11,00100rallon of component is responah68y el building dsslgnet•non uusa deslgnot.eroctnig shown is too lateral suppon 01 ynglveval web membon only.AddM*egl lempotory bnxing to assute stobtty autkng condruoreon Is Ins relpondlAey et the sraeta.Addltbnol pamenent blaelrtg of ins overall rtlrrelure Is the rresponslbltly of Ile buaq)ng detlignet.Fat genetol guktaneo regcrdtng iobrkatbn,Quality conftot,s±ange,ooHvety.eteclbn and booing,consul 061-Sa Quality afandard,Daa•S>eraolnq SpectleaUon,and'4111-91 rl ^�' k� onaling metolng e and Brocktg tararnm«xldlan ovaatlble flan Truss Plate Insituto,SW O't5na d 010 Oil",Mok �® on,W15371o, e Sent By: 'Iftstern Mass Truss; 413 562 1681 ; Jul-20-99 9:29ANI; Page 12/43 MJib Trvaa Trial Two Oty Ply Garda Cliffs,Suter/Cape Cod Wis4al CAPERI J14A ROOF TRUSS 0 1 . " I _ Westem Mats Truse Co.fits.,Wewhald,Mats.,0404&2107 4."2 a Jan 20 1999 MRek Industrba,Inc. Thu May W 00:68.24 5114 Peon 1 7-0.0 ) 14-0.0 7.0.0 7.0.0 4X4= 6.00 11 / 4 � I$ 3x4- O 3X6- 3XID il 1,SX4 II 3X1D11 0.1"r- 7-0-0 I 13.2.0 1+a�13-0 0-io-0 6-2.0 6-2-0 a1Da Phate0NselsOLY1: )aa1-z.aatt rat•at flit eft 1c:o-►aaatt tc i o 1.w� LDADWG(W SPACING 1.6.0 CSI DEiL (in) lice) Udell PLATE$ GRIP TCLL 30.0 Plates 1=8"s 1.13 PC 0.07 Vsrt(LL) .0.02 D .ggp M20 169/1i3 TCDL 7.0 Lurnber Increase 1.15 GC 0,32 VWC%) .0.07 A•D +909 SCLL 0.0 RapInsaininar YES WG 0.05 HorZtTL) 0.01 C nla 8COL 10.0 Code GOCAlANSI9S let LC LL Min Vdetl•360 Waipht 361b LUM86R SPILLING i'OP CHORD 2 X 4 SPF-S No.2 - TOP CHORD Sheathed or 5.513 en Canter puffin spscng. BOT CHORD 2 X 4 SPF-8 Ho.2 GOT CHORD RVld cMfng dbetty appuw or t0-0A oa centm bmftn _ - vVM 2 X 4 SPFS Stud y!F-We Left 2 X e 3PF-a No.2.Right 2 X S SPF-S No.2 R6ACT147Na(IbfalZe) A03010.3.8,C■431U0-3.8 .. . Mom Herz A-36(loedcaseS) FORCES(ID)-FIM Load Case Only - - - TOP CHORD 48L467,S-Cwt87 BOT CHORD A•D-410.GD•410 0005 MOTGS t)T'Me tnMe has beat checksd for unbeianced loadfrig cor d timu. - 2)Thiat uss has bsos dial"for the wind toed►yenerabd by 90 moh wields at 25 P above ground haws,Uarng 7.0 list top chord dead load and 10.0 per bottom chard dead lead.In the gable end roof some col an oeeupsncy esNgory II,atndhken{snelsaed bu6dinq,vrhh expoalde G A9CH 7-95 par GOCA/ANSt9e ff and vanieah mdsL easy we meat axpossd to Mind. N eeamavem exb4 grey art o*mod to v4rtd. N palm axial.they,are not es Imea ha wdrld.The lumber DOL Increase is 1.33.and the phase 8dp!►abase Is 1.33 3)All plates are M20 plats Unieas overvise Indicated 4)This shoe Rea been dafpned for a We load of 20.Dpef an Vw bottom chord In all►rasa with a clearance greater Wen 340 between the bottom chord and any other members. 6)This truce has been dealgned with AN*VTPI 1.1995 a9sria. LOAD CA31343)Standard ODMEL IS T PO�dA1. May 6,1999 t &WAR f 0•V#rW do**%pamen itefti OW RJLW»area ON rma MD JWVZMW BM sawmae Vats. ��® D*Mn vaiia ice use only with Wax Conniacror►This design If bond only upon potameten shown,ciN is for an IrWlvgvol WIMInq component to be nstaeed and kmded vaAleoay. Appseoblllty at design parameters and proper neaporallon of odnpananl is sespontlbiny of bubding oatlOnar-not hues designer.0100lng mown it lot lateral suppod of bldlvidual web members otily.AddNforlal 1lm POtary boac"to Insure ttoWltir Ourelg COrINWCtbn It the Ieepondbitty of the erecdai,Additional permanent biecng of the ove1011 struetula Is Rua lesponalblmy of the buddxsg Oeslgnsr.For general guidance I4190WI lg 100tbaron,arlany conirGt 1tafage.W9vfrv,erection and tvacing,coravN 091-80 Cud81y Standard,064.39 sraoMtq specification,and MIa-41. �� Harwnnq Inslia"and nlmd trussing Recoenatlen available tor n n ffu Plaid,"If-to,663 D'Onotrto O.hs,Madison,w1$9719. Sent By: Western Mass Truss; 413 562 1681 ; Jul-20-99 9:30AM; Page 13i43 Job TNss Ttu6a Typa Pfy Oerd J:Chris S tier/Ca Chita 1:APERDOF TO1 Arne19 1 Y7134B2 Weatatn nasCo.he.,WeslMtd Mass,01086•2197 - --� 4.0.32 a Jan 20 190 Mfft Industries,Inc. Thu May 00 09.88:21'iM Pays 1 4 8 E I 8-0 4 ) 11-8-11 1 13.10-0 ) 16-2-5�10 19.1_+ 22-_,1.10 27-" 4 a s 3-11-14 7•9J 2.4•5 2.4.5 2.9-7 3.11-14 4-8-6 4x2= 2x6= Goo c12 1 F 1.fix1 II - .r .........._ 1.5x4IIISM�, r � � H 10-M �a L K J �- 3118_ US i 1 3411 3t4= 4x&= 30= c�,aQ 4•e-6 ae a 1&11-12 72.11-10 2&1" 27." also 340-6 3/1-14 10.3.8 3.11.14 3-1" also PlategHeeUlXn: IA - ed at-1 a1.1 ta9Zat.t ct.-t6al-ta __ ---- LOAGING(Psf) SPACING 1.40 CSI DEFL (In) (104) Imatt PLATIE& GRIP TCLL 30.0 Plain Increase 1.i5 TC 0.94 VIMLL) -0.55 J-L >597 M20 16111123 TOOL 7.0 Lumber Inters" 1.13 BC 0.93 VerYTL) -0.80 J•L -400 BCLL 0.0 Rep$Mass Incr YES WS 0.60 Hilim( .) 0.06 1 fva SCOL 10.0 Cc" BOCAIANSr98 (Maw tat LC LL Min Udell.330 woogirw 100 Ib LUM®6R DRAWN ^ TOP CHORD 2 X 4 SPF-S 2409E 2.OE TOP CHORD SheaOfed sr D 1 t�oh cantor putlh epaarlg. SOT CHORD 2 X 631'F•S t6W 1.8E SOT CHORD Rigid coil"dWWV Wiled of 10.0•0 an cent"bracing. 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If Porches exlat Moy are not exposed to whd. Yla lumbar DOL Increase Is 1.33,and Vic plate"xfarew to 1.33 3)AO 09n are M20 plate@ enlsea ofhawhe indicated. 4)Thfa fuss has Own liplpn0a Wr a No load of 20.0prff on the OOOdm 6hbtd V1 all oleos with a Clearance gf0ther Olen 3.60 betwe0n 9M DOROm Clrafd and any Wo mernDMa. 6)Ceiling dead IwA(6.D Pill on membsr(a).C-D,F-G,D-M,F•M 6)B0ttbm tl1410 W&toad(25.0 pet)a"addill"I boitm chard dead load(5.0 PAO Wiled oMy to mom-J-L 7)This tru»has been dealgnod with AP131117191-1895 cftda. LOAD CASES)Starowd F TKOOM MOM �R �)STE,A / l May 5,1999 AWARNIING•Oe ft deafen daetarswifea.and RFAV NOMN Or)T=ANV JW t ZEW UM aS/S W UM. rrr:r Dalian yo$d 101 Wes Olxy ran Wall COnnectofa.Inv dadgn 4 twig erdy upon Paromelols sMawn,end it lot an mctwaual t M iSina componani to ba nstalfad and Waded vetHaaey. AppecaaW of deafgn paramaten and ptopat Incorporation of aamponani Is roaponaWlilly of building deslgnot•rat lira dollanet.610GYng shown Y for latalof tupocit of Indtvldugl web,Mernbels of*.AddBbndi 1e410olary brOCIng to insufa dabily during consllucho,b the Iaspenelblilly of In*•rector.Additional pelmanoni bracing of the ovora4 slruatwe,a the iesponslbaty of the building dealgnel.For gorwoll 94idarloa regoyding fobtiootion•quoafy cantiol.storage.dellrary.arONbn and btac;tg,comua 031.66 Pduadtfy Standard.OSI.80 Bracing lawIfIcallan,and HIS•01 '�®�� Handling rnfiolnn9 and$racing aav:ommerndairon avoaabPontie Pro Pum Rate amlllule,aa3 D'Onobb Di".Madban,WI 53719. f ' I r � '3 '99 JUN 29 (' I :10 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal Number 199.947-Siller Special Permit Pursuant to Section 4-4.3(2) Nonconforming Buildings or Structures Used as Single and Two-Family Residences FILE COPY ONLY! Summary: Denied j Petitioners: Gerd and Joanne Siller I NOT RECORDED AT Property Address: 10 Red Lily Pond Road,Centerville f REGISTRY OF DEEDS Assessor's Map/Parcel: Map 227, Parcel 058 Area: 0.18 acre Zoning: RB Residential B Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal is a 0.18 acre lot commonly addressed as 10 Red Lily Pond Road in Centerville. The site is improved with a one-story, single-family dwelling of approximately 1,400 sq. ft. and is located in a RB Residential Zoning District. The RB District has a minimum 20 foot front yard, 10 foot side yard and 10 foot rear yard setback requirement. The applicants are proposing to add a second floor to the existing structure and construct two equal size additions to both sides of the house which will encroach into the 20'front yard setback. The locus is a corner lot at the intersection of Red Lily Pond Road and Old Craigville Road. Being a comer lot, a minimum 20' front yard setback is required off both Red Lily Pond Road and Old Craigville Road. The existing dwelling is presently nonconforming with respect to the minimum 20'front yard setback required off Red Lily Pond Road and the minimum 10' rear yard setback, being situated approximately 17'from the front property line and about 1.6'from the rear lot line. The applicants are applying for a Special Permit pursuant to Section 4-4.3(2)of the Zoning Ordinance- Nonconforming Buildings or Structures Used as Single and Two Family Residences-to allow two 12'4"x 13' additions to encroach into the required 20' front yard setback. The addition to the west side of the house will encroach to within approximately 11.4' from the front property line off Red Lily Pond Road and the addition to the east side of the house will encroach to within approximately 19'from the front boundary off Old Craigville Road. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 8, 1999. A 90 day extension of time for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened April 7, 1999 and continued to June 16, 1999, at which time the Board denied the applicants' request. Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-47-Siller Special Permit,Section 4-4.3(2)Expansion of a Nonconforming Single-Family Residence Hearing Summary: Board Members hearing this appeal were Ron Jansson, Gail Nightingale, Richard Boy, Gene Burman, and Chairman Emmett Glynn. Donald W. Moncevicz, Civil Engineer, represented the applicants, Gerd and Joanne Siller,who were present. Mr. Moncevicz reported the applicants have owned this property for the past 20 years. The subject dwelling is a three bedroom home. The applicants are proposing to do some interior renovation work, add two small additions to both sides and add a second floor. Being a comer lot, a minimum 20'front yard setback is required off both Red Lily Pond Road and Old Craigville Road. The existing dwelling is presently nonconforming with respect to the minimum 20'front yard setback required off Red Lily Pond Road and the minimum 10' rear yard setback, being situated approximately 17'from the front property line and about 1.6'from the rear lot line. The addition to the west side of the house will encroach to within approximately 11.4'from the front property line off Red Lily Pond Road and the addition to the east side of the house will encroach to within approximately 19'from the front boundary off Old Craigville Road. The existing deck is within 1.64 feet of the sideline setback and does not conform to the side yard setback. According to the applicant, it is approximately 15 years old, and he is of the opinion it was built with a valid building permit. The Board questioned how the deck could legally sit that close to the sideline. The applicant did not know the answer. There was a discussion regarding the existing square footage of the house and the total square footage of what was being added. The plans submitted do not have any dimensions listed. It appears the existing footprint is 1,424 square feet. They are adding a second floor(the exact measurements were unclear) and two 160 square feet additions of 2 stories each. They will have four bedrooms which will be in conformance with the Title V Septic System. The Board asked Mr. Moncevicz to confirm the exact calculations for the dwelling. The Board Members were concerned with the size of the proposed dwelling in view of its close location to Red Lily Pond. The Town has spent a lot of time and money on Red Lily Pond and the Board was concerned that this proposal will increase the nitrate loading in the pond. This is a very small lot and this is a big addition which comes within 300 feet of the pond. Mr. Moncevicz indicated this dwelling is across the street and over 250 feet away from the pond so the stricter regulations do not apply to this house. Their system will comply with all the requirements of Title V and it will be located in the front yard. There was no site plan to review the exact location of the septic system. The Board asked the applicant to speak with the Board of Health to get their input regarding Red Lily Pond, nitrate loading, the septic system, and the additional bedroom(s). They want a letter from the Board of Health before they make a decision. The new plans do not have dimensions. The Board suggested the applicant continue this appeal and return with plans showing the dimensions with the exact calculations for the gross square footage, the location of the septic system, and a letter from the Board of Health regarding this site and Red Lily Pond. The applicant requested a continuance to allow him time to provide the Board with the requested information. The Board voted to continue Appeal Number 1999-47 to June 16, 1999 at 7:30 PM. Board members hearing this appeal on June 16, 1999 were Ron Jansson, Gail Nightingale, Richard Boy, Gene Burman, and Chairman Emmett Glynn. Don Moncevicz, Civil Engineer, represented Gerd & Joanne Siller, who were present. Mr. Moncevicz addressed the Board. He stated that this is a continuation from a previous hearing. Questions were raised concerning Board of Health approval and the proposed size of the house. The 2 Town of Bamstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-47-Siller Special Permit,Section 4-4.3(2)Expansion of a Nonconforming Single-Family Residence Board of Health has issued a Disposal System Construction Permit, a copy of which was submitted. New plans, showing the proposed dimensions and layout were also previously submitted to the file. The Board was concerned with the proposed size of the bedrooms and questioned if the owners were creating their own hardship. Mr. Siller stated that he is adding on 30 feet to the second floor to match the downstairs and make the house look better by having a uniform design. There was a concern that the lot would be overbuilt for the area and would be overcrowded. The lot is small and the square footage is going from about 1,400 square feet to over 3,000 square feet in a sensitive area-near Red Lily Pond. Mr. Siller stated he is improving the area by upgrading the property and helping to prevent the area from becoming a rental area. The Board asked about the footprint and the square footage of the existing porch and decks. Mr. Moncevicz stated that the footprint is 1, 424 square feet-not including the decks, and that the area of the decks and porch are: existing deck-450 Square feet(+/-)in front existing deck-70 square feet(+/-)in rear existing porch- 180 square feet(+) porch &deck=700 square feet The Board questioned the septic permit which states 4 bedrooms are permitted. The Building Commissioner responded that Board of Health sign-off is required for a building permit. Four bedrooms are permitted because the lot is located in the AP Aquifer Protection Overlay District and not a GP or WP District which does restrict the number of bedrooms. Mr. Moncevicz addressed the Board. He stated-relative to the size issue-that this location is near the beginning of Red Lily Pond Road and is one of the nicest homes in this area. It is well maintained and well landscaped. The grounds are immaculate. The property has been in the family 20 years but the family situation has now changed. They now have grandchildren and there are privacy issues. There are currently other efforts in this neighborhood to improve and upgrade the area. The Siller-are going to improve the area and this will not be detrimental to the neighborhood. The footprint is 20% of the lot and not out of scale for the area. The Board asked about on-site parking. Mr. Siller stated that there is a 2 car driveway (stone) located behind the house that holds 6 cars. Public Comment: No one spoke in favor or opposition to this appeal. Findings of Fact: At the hearing of June 16, 1999, the Board unanimously found the following findings of fact as,related to Appeal No. 1999-47: 1. The petitioners are Gerd and Joanne Siller. The property address is 10 Red Lily Pond Road, Centerville, as shown on Assessor's Map 227, Parcel 058. 2. The locus is relatively small being approximately 8,700 square feet and is surrounded by single-family dwellings on all sides. 3. The locus is improved with a one-story single-family dwelling of approximately 1,400 square feet. It is located in a RB Residential Zoning District which requires a minimum 20 foot front yard, 10 foot side yard and 10 foot rear yard setback. 4. The applicants are proposing to add a second story to the existing structure and construct two equal size additions to both sides of the house that would encroach into the required 20 foot front yard setback. 5. The locus is a corner lot at the intersection of Red Lily Pond Road and Old Craigville Road. Being a comer lot, a minimum 20 foot front yard setback is required off both Red Lily Pond Road and Old Craigville Road. 3 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-47-Siller Special Permit,Section 4-4.3(2)Expansion.of a Nonconforming Single-Family Residence 6. The existing dwelling is presently nonconforming with respect to the minimum 20 foot front yard setback required off Red Lily Pond Road and the minimum 10 foot rear yard setback, being situated approximately 17 feet from the front property line and about 1.5 feet from the rear lot line. 7. After a view of the property, the existing dwelling appears to be the right size for a lot of this size. Adding any addition to the sides or adding a second story would be a substantial detriment to the area and would not fit in with the neighborhood. 8. After evaluation of all the evidence presented,and a view of the property, the proposal does not fulfill the spirit or intent of the Zoning Ordinance and would represent a substantial detriment to the public good and the neighborhood affected. 9. The proposed construction on this undersized lot would be an over-intensification of the lot. Decision: Based on the findings of fact, a motion was duly made and seconded to deny the requested relief. The Vote was as follows: AYE: Ron Jansson, Gail Nightingale, Richard Boy, Gene Burman, and Chairman Emmett Glynn NAY: None Order: Appeal Number 1999-47 has been Denied. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this C20 day of /7 under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 4 3 Do' 'qbut reu ��r r mappers-for-labels 2/1/99 - ma ar owner1 owner2 addr city state zip 226102002 HAIG,STEPHEN H&JEAN H 247 SYLVIA ST ARLINGTON MA 02174 226103 LOUKAS, RONALD S 37 POND CIRCLE JAMAICA PLAIN MA 02130 226104 BUTLER,WILLIAM E&CONSTANCE %WELLES,JOHN H P 0 BOX 1111 CENTERVILLE MA 02632 226105 IMANN,CATHERINE A& AMARAL,RITA M 1 RAYMOND RD CENTERVILLE MA 02632 226106 FIELD,MICHAEL F&PATRICIA 17 RAYMOND ST CENTERVILLE MA 02632 226107 CAIN, PETER G GMAC MORTGAGE CO TAX DEPT P O BOX 167847 IRVING TX 75016 226156 LEFEBVRE, RICHARD G P 0 BOX 1740 COTUIT MA 02635 227042 IMCINTIRE,VIOLA G& TUBBS,R E&W C&KULBASKI 18 DOROTHY DR APT D BLOOMFIELD CT 06002-1771 227043 IISTANLEY, HAMMOND G ELIZABE T H STANLEY 11 RED LILY POND RD CENTERVILLE MA 02632 227044 SLIBY,GEORGE 525 WASHINGTON ST DEDHAM MA 02026 227045 WHELTON,JOSEPH A& WHELTON, PATRICIA M 121 BRIARCLIFF LANE HOLLISTON MA 01746 227046 BARNSTABLE,TOWN OF(LDG) 367 MAIN STREET HYANNIS MA 02601 227047 IELKINS, MARTHA W 41 RED LILY POND ROAD CENTERVILLE MA 02632 227048 IKEIRSTEAD, DENISE.A 11 FANEUIL RD WALTHAM MA 02154 227054 OTOOLE, NOREEN.A 40 WASHINGTON ST AYER MA 01432 227055 MCMAHON, ROBEPT P MCMAHON,CAROL 9213 RIDGE BLVD BROOKLYN NY 11209 227056 COTTON, MARY 40 RED LILY POND RD CENTERVILLE MA 02632 227057 STANLEY, ELIZABETH D TR %STANLEY, ELIZABETH D TR 20 RED LILY POND RD CENTERVILLE MA 02632 227058 llu ILLER, GERD&JOANNE 301 FOREST GLEN W SPRINGFIELD MA 01089 246018 CISAAC,COLIN F MCISAAC,MARY M 41 CHASKE AVE AUBURNDALE MA 02166 246019 HOUGHTON,T DAVID&PAMELA 39 RAYMOND ST CENTERVILLE MA 02632 246021002 OSULLIVAN, MICHAEL 159 WHITMARSH AVENUE WORCESTER MA 01606 247001 BRUSTAS, JAMES S %BRUSTAS,GARY P 9 FROST AVE W YARMOUTH MA 02673 247002 UZPURVIS, EUGENiJUS UZPURVIS,NIJOLE 24 BALTIC AVENUE N EASTON MA 02356 247003 RIKER, RODNEY M JR& RIKER,ELIZABETH 17 DRURY LANE LONGMEADOW MA 01106 247029 ELWORTHY, DAVID E&SUSAN F 7 SOUTH FLAGG ST WORCESTER MA 01602 247030 RYAN, PHYLLIS H 4 LAWRANCE RD WAYLAND MA 01778 247031 SANDBERG, BRUCE A SANDBERG,NANCY J 19 HAROLD ST CHELMSFORD MA 101824 247032 LIBKIND, SEMYON y&ELLA 187 VARICK RD WASAN MA 102168 247033 WALL, DONALD L& FAUCHER,MARY ANN 2708 SHADOW WOOD DR ARLINGTON TX 176006 247034 GOODROW,JEANNETTE A 184 WEST ST WEYMOUTH MA 02188 247035 MITCHELL,JAM'ES MITCHELL,ANN 107 MAPLE ST MILTON MA 02186 247036 PARLEY,CONSTANCE L %STUPAKEVICH,JOHN C&JANET P 185 DUNK ROCK RD GUILFORD CT 06437 247159 MINEIKA, STASYS 53 CLIFTON LANE CENTERVILLE MA 02632 Page 1 p-cr f _o Publication Town of Barrnatable Zoning Board of Appeals Notice of Public Hearing Under The Zoning Ordinance for April 07, 1999 To all persons interested in,or affected by the Board of Appeals under Sec.11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts.and all amendments thereto you are hereby notified that: 7:30 P.M. Roberts Appeal Number 1999.43 R.Jams and Eleanor E.Roberts have petitioned to the Zoning Board of Appeals for a Special Pena pursuant to Section 3.3.6(3XA)Conditional Uses in the Highway Business District, In accordance with Section 5-3.3 Special Permit Provisions,The petitioners are seeking to construct a 24'x 24'two story addition to an existing structure to provide an enclosed vehicle servicing bay.shippingirecetving area and storage room.The property is shown on Assessor's Map 311.Parcels 028 and 030.002 and is commonly addressed as 491 lyanough Road(Route 28),Hyannis.MA in an HB Highway Business Zoning District. 7:35 P.M. Roberts Appeal Number 1999-44 R.James and Eleanor E.Roberts have applied to the Zoning Board of Appeals for a Variance to Section 3 3.6(5)Bulk Regulations.The proposed construction of a 24'x 24'two-story addition to an existing structure will encroach on required rear and side yard setbacks.The property is shown on Assessor's Map 311, Parcels 028 and 030,002 and is commonly addressed as 491 lyanough Road(Route 28), Hyannis,MA in an HB Highway Business Zoning District. 7.45 P.M. Poyant Appeal Number 1999.46 Marcel R.Poyant,Executor Estate of Julie Poyant has petitioned to the Zoning Board of Appeals fora Modification of Special Permit 1989.59.The Petitioner is requesting to amend the conditions set forth therein which restrict the 800 square foot detached building on locus to office uses only,to allow the same to be used for office and/or single family residential purposes and to remove the restriction against overnight accommodations to the extent it would conflict with the single family use of said structure. The property Is shown on Assessor's Map 209.Parcels 03.04 and 12 and is commonly addressed as 20-30 Camp ©peechee Road and 1676-1708 Falnicluth Road„Centerville.MA in an RC Residential C Zoning District and HB Highway Business Zoning District. 8:00 P.M. Atlantic Amusement Appeaf Number 1999.46 Atlantic Amusement Inc,d/b/a Courtyard Marketplace has petitioned to the Zoning board of Appeals for a Modification to Special Permit #1995.15, The petitioner is requesting Condition#3 and#4 be eliminated which restrict the number of businesses and tfle number of kiosks or outdoor displays allowed on the property.The property Is shown on Assessor's Map 308,Parcel 130 and Is commonly addressed as 541 Main Street,Hyannis,MA in a B Business Zoning District. 8;15 P.M. Siller Appeal Number 1999-47 Gerd and Joanne Siller have petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.3 Nonconforming Buildings or Structures Used as Single and Two Famihy Residences.The petitioners are seeking to construct two equal size additions of 12W x 13'0'wb;ch encroach upon the 20'front yard setback,The existing building/structure is a pre-exrstinq r3on c ,#crrrinCi single Earn.+y residence-f}rc property is sho,vrs on A se5sor`s 1,Aa„�r ;�eii.,.GY'L�.._ti erl[,fS ',)(a IfY C. �y'.ii fC yt=•�u, .t f;. �iy 'r•_�r'I,ir _Yr`$,i.;rYld� ,�r,=a „1 F`a 3r--ni=S � 'e _yrur�c} These Public,Hearings will be held in the Hewing Rocrrl;Second noon:Now Tow H�Jqll,36 Main Street, Hyannis, Massachusetts on Wednesday, April 07� 1999. All plans and apphc ations may be revierwed at the Zoning Board of Appeals Office,Town of Bamstablo, Planning Department.'230 South Street,Hyannis,MA, Errimett Glynn,Chairrntan Zoning Board of Appeals 'The Rarnstabte Patnol i From the Zoning Board of Appeals Minutes of April 7, 1999 Appeal Number 1999-47 Siller Board Members hearing this appeal were Ron Jansson,Gail Nightingale,Richard Boy,Gene Burman,and Chairman Emmett Glynn. Donald W.Moncevicz,Civil Engineer,represented the applicants,Gerd and Joanne Siller,who were present. Mr.Moncevicz reported the applicants have owned this property for the past 20 years. The subject dwelling is a three bedroom home. The applicants are proposing to do some interior renovation work,add two small additions to both sides and add a second floor. Being a comer lot,a minimum 20' front yard setback is required off both Red Lily Pond Road and Old Craigville Road. The existing dwelling is presently nonconforming with respect to the minimum 20' front yard setback required off Red Lily Pond Road and the minimum 10'rear yard setback,being situated approximately 17' from the front property line and about 1.6' from the rear lot line. The addition to the west side of the house will encroach to within approximately 11.4' from the front property line off Red Lily Pond Road and the addition to the east side of the house will encroach to within approximately 19' from the front boundary off Old Craigville Road. The applicants are applying for a Special Permit pursuant to Section 4-4.3(2)of the Zoning Ordinance-Nonconforming Buildings or Structures Used as Single and Two Family Residences-to allow two 12'4"x 13' additions to encroach into the required 20' front yard setback. The existing deck is within 1.64 feet of the sideline setback and does not conform to the side yard setback. According to the applicant,it is approximately 15 years old,and he is of the opinion it was built with a valid building permit. The Board questioned how the deck could legally sit that close to the sideline. The applicant did not know the answer. There was a discussion regarding the existing square footage of the house and the total square footage of what was being added. The plans submitted do not have any dimensions listed. It appears the existing.footprint is 1,424 square feet. They are adding a second floor(the exact measurements were unclear)and two 160 square feet additions of 2 stories each. They will have four bedrooms which will be in conformance with the Title V Septic System. The Board asked Mr.Moncevicz to confirm the exact calculations for the dwelling. The Board Members were concerned with the size of the proposed dwelling in view of its close location to Red Lily Pond. The Town has spent a lot of time and money on Red Lily Pond and the Board was concerned that this proposal will increase the nitrate loading in the pond. This is a very small lot and this is a big addition which comes within 300 feet of the pond. Mr.Moncevicz indicated this dwelling is across the street and over 250 feet away from the pond so the stricter regulations do not apply to this house. Their system will comply with all the requirements of Title V and it will be located in the front yard. There was no site plan to review the exact location of the septic system. The Board asked the applicant to speak with the Board of Health to get their input regarding Red Lily Pond,nitrate loading,the septic system,and the additional bedroom(s). They want a letter from the Board of Health before they make a decision. The new plans do not have dimensions. The Board suggested the applicant continue this appeal and return with plans showing the dimensions with the exact calculations for the gross square footage,the location of the septic system,and a letter from the Board of Health regarding this site and Red Lily Pond. The applicant requested a continuance to allow him time to provide the Board with the requested information. It was decided to continue Appeal Number 1999-47 to June 16, 1999 at 7:30 PM. Town of Barnstable Planning Department Staff Report Appeal Number 1999-47-Siller Special Permit Pursuant to Section 4-4.3(2) Nonconforming Buildings or Structures Used as Single and Two-Family Residences " Date: April01, 1999 k To: Zoning Board of Appeals From: Approved By: RobertPlecSernig, Director i l� Reviewed By: Art Traczyk, Principal Planner Drafted By: Alan Twarog, Associate Planner G Petitioners: Gerd and Joanne Seller Property Address:---,-:10,.Red,61y Pond Roa_d,}Cen_te.[ville:.�.... s' Assessor's Map/Parcel: Map 227, Parcel 058 Area: 0.18 acre Zoning: RB Residential B Zoning District Groundwater Overlay: AP Aquifer Protection District Filed: February.8, 1999 Hearing:April7, 1999 'Decision Due:May 9, 1999 Background: The property that,is the subject of this appeal is a 0.18 acre lot commonly addressed as 10 Red Lily Pond . Road in Centerville,..The site is improved with a one-story, single-family-dwelling of approximately 1,400 - sq. ft. and is located in a RB Residential Zoning District. The RB District has 8 minimum 20 foot front yard, 10 foot side yard and 10 foot rear yard setback requirement. The applicants are proposing to add a second floor to the existing structure and construct two equal size additions to both sides of the house which will encroach into the 20'front yard setback. The locus is a corner lot at the intersection of Red Lily Pond Road and Old Craigville Road. Being a corner lot, a minimum 20'front yard setback is required off both Red Lily Pond Road and Old Craigville Road. The ' existing dwelling is presently nonconforming with respect to the minimum 20'front yard setback required off Red Lily Pond Road and the minimum 10' rear yard setback, being situated,approximately 17'from the it front property line and about 1.6' from the rear lot line. The applicants are applying for a Special Permit pursuant to Section 4-4.3(2)of the Zoning Ordinance- Nonconforming Buildings or Structures Used as Single and Two Family Residences-to allow two 12'4"'x 13' additions to encroach into the required 20' front yard setback. The addition to the west side of the house will encroach to within approximately 11.4'from the front property line off Red Lily Pond Road and the addition to the east side of the house will encroach to within approximately 19'from the front boundary off Old Craigville Road., Staff Review/Comments: Assessor's records indicate that the dwelling was constructed around 1948 and, therefore, pre-dates- zoning in this area of Town. The locus is a relatively small lot of about 8,720 sq. ft. It is surrounded by single-family dwellings on all sides. However, the only direct abutter is located to the rear of the property. Red Lily Pond Road and Old Craigville Road separate the locus from h g p the other surrounding residences. Town of Barnstable-Planning Department-Staff Report. Appeal Number 1999-47-Siller ' Special Permit,Section 4-4.3(2)Expansion of a Nonconforming Single-Family Residence The,lot sizes in this residential neighborhood vary in size, but many of the lots in the.surrounding vicinity are of equivalent size to that of the applicants'property. Because the subject site is a corner lot, a substantial portion of the property, about 70%of the perimeter according to the petitioners' application, is required to meet the minimum 20'front yard setback. The proposed addition on the east side will encroach only about a foot into the required setback. The addition on the west side will encroach an additional 5.7'from the present 17'setback for a total encroachment of approximately 8.6'. From the submitted floor plans, it appears that the applicants are adding two bedrooms for a total of four. Although the property is located in the AP Aquifer Protection Overlay District and is, therefore, not limited in the number of gallons per acre per day of wastewater discharge, staff suggests the applicants provide the Board with a copy of the latest septic system inspection report to ensure that the existing septic system can handle the proposed number of bedrooms. Special Permit Requirements: For the expansion and/or alteration of a pre-existing nonconforming building used as a single-family residence, the Board must find that the proposed alteration or expansion will not be substantially more detrimental to the neighborhood than the existing building or structure. The standards for granting a Special Permit also require the following findings of fact to be made by the Board (Section 5-3.3(2)): • that the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit, (the expansion and/or alteration of a nonconforming building used as single or two- family residences is allowed by a Special Permit Pursuant to Section 4-4.3(2) of the Zoning Ordinance), • that after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Suggested Conditions: If the Board should find to grant the requested relief, they may wish to consider the following conditions: 1. The proposed additions shall be constructed in accordance with the submitted plans, copies of which are in the file. 2. The proposed addition to the west side of the existing dwelling shall be located no closer than 11'to the front property line off Red Lily Pond Road. The proposed addition to the east side of the dwelling shall be located no closer than 19'to the property line off Old Craigville Road. 3. The locus shall comply with all regulations of the Building and Health Divisions. Attachments: Application Copies: Petitioners/Applicants Assessor's Map/Card Site Plan Elevations and Floor Plans 2 TOWN OF BARNSTABLE THE ZONING REIM BEING SOUGHT Hk` t zoning PP Hoard of Appeals BEEN DETERMINED BY THE Z01XWW ENFORCEMENT OFFICE A lication fors-a�Spea4 1 VermMAPPROPRLATERE ' � t K A •CIRC WTANCE& s MASS. eceve n For office use onl Clerk Qf Appeal FEB �rSS e 1 13 FEB -8 ' �Og Hearing Date - 1 ? Decision Due OW14 OF BARNST 4!NC°OARS OF APP Zherinirlersigned hereby applies to the Zoning Board of Appeals for a special Permit, in the manner and for the reasons hereinafter set forth: Applicant Name: s/4,40,t .4.,vD JOAN'IF Phone(336 733--25-3 9 Applicant Address: -340/ �©RoSr 6,k e' ti/ �/�5 T.SPA/NG,IF�/SEX-D,IR4 0/0,67 Property Location: 10 ROD 4/1-Y JPowJD R40AD yyXUVW4l 2.Go I Property owner: S�tM�' , Phone __5olwo Address of owner: ,Ss3M�i If applleant differs from owner, state nature of interest: (Awaro 8K 2897 As 29s-293 Number of Years Owneds /q PA.AN B/c ?G Assessor's Map/Parcel Number:., v2�7 O.SB Zoning District: Groundwater overlay District: AR <f 3 ../VowGoivF�.M/NG Be L4- special Permit Requested: X7!tV-c-rVf 'S OS. AS S✓�40 AND r�. V fsyy/Ly/�-S� N S Cite Section s Title of the Zoning ordinance Description of Activity/Reason for Request: pieOPus.�E Two/Z),eWVA1. S17-0 .�DOiT/o�tS of. /2'"4•�X/.3- �'A CH A5 SHoWAI aA1 ATT.4c1vrD #',Qx v of 4gve, ,OA-rob JA v. .27 /9 9 9. i4Do/rio.VS -"CR�4 CH CJGb^/ ZO` Fiec"r yA1 eD PHRc,:.4 /9 A cD e.,/.FR 4mT wirW A'AOur 70 45 Description of construction Activity (if applicable) : /S A FAM/�.Y Proposed Gross Floor Area to be Added: .3a/ Sq. Iq , ,-Altered: Existing Level of Development of the Property - Number of Buildings: Present Use(s) : .s/N6L F�M/,Cy . Gross Floor Area: �.�a� sq. ft. /Q7 As d L/Ly RpMD IZOMD '� Application for a special Permit is the property located in an Historic District? Yes [] No X If yes ORH Use only. Plan Review Number Date Approved is the building a designated Historic Landmark? Yes [] No X Zf Yes Historic Preservation Department Use only: Date Approved Have you applied for a building permit? Yes [] No X Has the Building Inspector refused a permit? Yes [] No All applications for a special Permit require an approved site Plan. That process must be successfully completed prior to submitting. this application to the Zoning Board of Appeals. For Building Department Use only: Not Required - Single Family I] Site Plan Review Number Date Approved Signature: The following information must be submitted with the application at the den time of filing, failure to supply this may result in a denial of Your request: Three (3) copies of the completed application form, each with original signatures. Five (5) copies of a certified property survey (plot plan) showing the dimensions of the land, all wetlands, water bodies and surrounding roadways and the location of the existing improvements on the land. Five (5) copies of a proposed site improvement plan, drawn by a certified professional and approved by the Site Plan Review committee is required for all proposed development activities. This plan must show the exact location of all proposed improvements and alterations on the land and to structures. see "contents of site Plan", Section � 4-7.5 of the Zoning ordinance, for detailed requirements. The applicant may submit any additional supporting documents to assist the Board in making its determination.. Signature: Date 4111 - 9 g Applicant Is or Ag is Signature 9 Agent•s Address: �9 _ w• _ _ e• Phone(-rm8)3 F4 -0.5'o q Donald W..Moncevicz Civil Engineer Fax No. , 40 Pond Street West Dennis, MA 02670 Property Location: 10 RED LILY POND RD MAP M. 227/ 058/ Other ID: Bldg#: 1 Card 1 of 1 Print Date:04/01/1999 Dwenplion o e pprau a ueAssessed value 01 FOREST GLEN IDNTL 1010 68,40 68,4 801 SPRNiGFIELD,MA 01089 BARNSTABLE,MA Account Tax DisL 300 Land Ct# er.Prop. #SR We Estate VISION - L 1 LOT 37 Notes: , L2 RIM HIM ! NAM= 11A.WW""011RUNJUA INK filso r. GOde sass a ue r. Ude ASUSSed value zT. Code ssess ue 199 1010 68, 1991 1010 69,40 ota. o ,vuq o , IRAs sign re a w gas a a ata o or or sessor ear7ypelvewnpaon moon a esc p on er omm. Appraised Bldg.Value(Card) 66,100 Appraised XF(B)Value(Bldg) 2,300 ' o Appraised OB(L)Value(Bldg) 0 Appraised Land Value(Bldg) 32,500 Special Land Value , Total Appraised Card Value a Total Appraised Parcel Value 100,900 Valuation Method: 100,900 Cost/Market Valuaton TotalNet praised Parcel value iuuvuu enn slue ate a esc p on AMOUM nsp. aY1 Comp. vate comp. tommenUos B27382 l/l/85 AD 12,0 0 31P 26OS45F � m se a es peon one ron ge ep m nr nee - I raclor. ac or1vonm Adj. o ec ng n Unit rnce Lana value Single fram U.1t AL J7HUuu;U(----T.w—5— —53W--vm lu 1ALIm-311 i5Q,4UU.u% , aZMA!Land Property Location: 10 RED LILY POND RD MAP ID: 227/ 058///. Other ID: Bldg#: 1 Card 1 of 1 Print Date:04/01/1999 - Ai emen escnp eon ommerc eme ype Hen biemen escnp eon odel 1 idential ea de C rune Type es Story aths/Plumbing ton ccupancy 0 iliing(Wall or Wall 1 14 Wood Shingle °Conmwn Wall 2 all Height 6 of Structure 3 able/Hip. Roof Cover 3 ph/F GIs/Cmp Interior Wall 1 8 Typical emen o e Factor 2 Interior Floor 1 0 ical omp ex 2 qoor Adj t Location 6 eating Fuel 3 Gasumber of Units eating Type 9 Typical umber of Levels C Type 1 one /o Ownership 10 7 1 edrooms 3 Bedrooms throoms Bathroom 0 1 Full mate no otal Rooms 6 Rooms ize Adj.Factor .13787 12 12 Bath .97 Type djaBasse Ratex 2.98 Kitchen Style ldg.Value New 5,126 ear Built 948 26 ff Year Built 975 roil Physcl Dep 2 uncn]ObsInc on Obslnc - Pecl.Cond.Code e escn on ercen a e Pecl Cond% 0 Single am erall%Cond. eprec.Bldg Value 66,100 Code Descnpnon nt ne ce r. p pr. a eee 11 Fireplace e escnpnon eveng rea ross rea rea ne s n eprec. ra ue Firstoor WDK Wood Deck 544 54 53 2,86 OM ross ry ease Area At 6 9S1 • � w 0 12 , 9 W/ v � � LOT 37 8r � � . 6 PORT.I ON LOT, 38' .. 8.9720 SQ . FT.Go �Jr 17 . 07 " •S co 1. 1 . 36 - p r211110 R 2 3...0 6 A=-#2 .12 ' F � P y` aF �ANA IN HYANNIS, MASSAIL FOR BIGGER io REo u.Y Rona TOI G ER � �oAN S LLER hL.AI k _ Li f IF� THAT' THE DWELLING SMOWN 6 LOCATED ON TFE GROUND `� !W W OR PLAN,`RlRLE-.4 *. 20• DATa JAR 29.Q99 P [ 227 .n r ' D ,. RVEYOR tASS` ICA ,F - _ , 5 # 97 #61 `\ 53 2 , z WWII M6e . 8 36 —p WW O #o M° � 4% \ • , 47 # m W7. \ 56 , 6 w45V `a� / ! <' Wm V7 .% O 44 41 S 1• wig WW ;� # 42 ` 10 -2 1 W2418, r #1e ,► U . O 103 0 ` ► _i #s17 / Wns 102 9 ` 4LL Wns —. 101 O 6 # `O 0 99#59 �MYiPY26 ,. #11 " , r 2#� W226 �21 1 1 l7 194 ------------- - — — — — — — -- - — — — - -i , u #18 #61 ' MAP 227 PARCEL 8 5 N GERD & JOANNE SILLER W-3 E SCALE: 1"=150' ; .. , IL �y '_—•--_-•--•_ �-- —��ra�—_ ;tea ® e C - _ .. - _ IBM- INam ass a b re i ! ERIE ® gol - �tr�lis!i g 1k. �, Js31 i�r ate. r oilmom � � • 'cams TAW--- Fi.� DONALD W. MONCEVIC4 P. E. €'`• 'Y* CIVIL,ENGINEER ll)N I in e40 POND STREET WEST DENNIS,MASS. 02670 L61-TOWN OF BARNSTABL 508-394-0509 -zqmf,�NG aOA !�?F APFkAy� Town of Barnstable May 26, 1999 Zoning Board of Appeals Planning Department. 230 South Street,Hyannis, MA 02601 RE:Appeal No. 199947 Gerd 8t Joanne Shier @ 10 Red Lily Pond Road,Hyannis, MA Map 227/Parcel 058 Reference discussion-from the April 7, 1999 hearing,the following additional information is provided: Attached is a Site Plan(Drawing No. JS-1), dated May 19, 1999 showing the sanitary system upgrade proposed for#10 Red Lily Pond Road, Hyannis, MA. This sanitary system upgrade was approved by the Public Health Division on May 21,4999 as Disposal System Construction Permit No. 99-299(copy attached). No variances were required. Reserve area was provided. Sanitary design was based upon four(4)bedrooms. Existing house footprint is 1,424 square feet. With the proposed additions,the new footprint will be 1,745 square feet. The gross square footage, first floor plus second floor,will be 3,018 square feet. See attached Footprint Sketch dated May 1999 and attached first floor, second floor room layout. Sincerely t7ay.�. Donald W. Moncevicz,P.E.,Ca Mil atch: Site Plan(Drawing No. JS-1)dated May 19, 1999 Disposal System Construction Permit No 99-299(Approved May 21, 1999) Footprint Sketch dated May 1999 First Floor,Second Floor Room Layout cy tw Gerd and Joanne Siller No. Fee Aa. THE COMMbNOV LTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS .1 Mioogal bpgtern C.onotruction permit Permission is hereby granted to Cons ct )Re air Upgrade(�()Aandon ( ) System located at 2 N/S and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. ' «. Provided:Construction mus be completed within three years of the date of this it. Date: T Approved b PP Y t h LX. }tT{i L _ 1 V �Z #sb e 7 3. i f w � W F h �39 IV c as N' /S 7' MV(s 77 o� A fD0 TPA T .SVCOf l.D C4601R. /� 273 s7 N -i3r 1 O _ � apt O I + --- i3 E n 1Z oor•�. 1 li �yy � 1 � It Zi►!.i N G , 7" t - a O � � Nygiv.vi� �� M hi I AT UT/L/Tj� AltC N � 1 J MALL SAiIE Ron - 1 4 % Tow,,' �--= ---.�°`-...--------�-------mot M j 'Fwo%-n6i ra- Cw6L,.orI/f 1 �S_7" + t N Ev l 96&NO F'l oon i i �u G' ' 5 / lu y + t/ � a r 0 N V o ok, 1 Q .\>; q• v o 3 �� \ x y-20 l � •�'v ., gib.\ � ,, v� o ® Doll R N ,� - - � i, � � •�, f 00 A a� 4� l 2 1 a 13tNcH�K �• �of M� W. QVDNO.2097 —w. u 'gyp GIs-ric, /eIg - V.4 7�- �2 kv 2 Q' "C _ 3 20 H of Ro ��; ��":.•,"�� 0� /S4�J O. S.T._ .,�,�t tl 20 /l/GHa (N OF Af, °HALD ` © MomcmczNa 29"7 Assessors'map and lot 'number ......... ................... ........ J SEPTIC SYSTEM U a l e Permit number ..`.....: IN ALL COMP P • c �6!1 TITLE- 5Z BABBA9sT4DLE, i Hase number' .......... . ........................................... r s, a : � TOWN. OF . BARNSTSHLE� f :# BUI`LDIK ' INSPECTOR APPLICATION FOR PERMIT TO TYPEOF:CONSTRUCTION . . ........ ............ .... ... .. ... ... ! ... ........................................................... . ........ ". ...... .........19 .... TO THE INSPECTOR OF .BUILDINGS: The undersigned hereby, applies for a permit according the following informatio . 14 Location . .:.. Gel �►/%.. ! Or d,.... ".......... .t ..�l..C. �.tic la.c .:•........... ............................... ProposedUse ... ` %Na!� / .':............... ................................. .......... . ....................................... t. ZoningDistrict .................('..:........................... ::...................Fire District ................................::............. .............................. . Name of Owner............................... + � Ll' s Address y...1...�t4?/ .?:... ...... " •Name of Builder /v/Kf-f lll�0. 4.1i-A-.4 .-�!''4..:.Address k.ie .../.211 �.. � lo•v/ ' Name of Architect .....1,41l9.........................................`...........Address ........... ................................................... ........... Number of Rooms ,Foundation n `.' ..!4:� ............................................. ......... ...... !' Exterior .....<,Y... .>..f� I .... .. ..... Roofing ............................................... Floors ...................... ...Interior .........11.11,14 ...................................................... Heating A6W/f..:4.'. Plumbing .... . :,.. .d. :"...... �!`'; ......... .... .....: ....... .. .. ®®® Fireplace ........ V1.I.i............ .......... ........ .....:..........Approximate.. ost ........° .�.........:.......... ..... .. l e 0 Definitive Plan Approved by Planning Board ___: ___ _____________ P7 19 - - Area Diagram of Lot and Building with Dimensions Fee / ......................... SUBJECT TO-APPROVAL OF BOARD OF HEALTH ® e . . x � . •oar , OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree,to conform to all the Rules and,'Regulations of the Town of.Barnstable regarding the above construction. 1 1... .�.........Name_ �F=z.. ' ' Construction Supervisor's License .0.... G. SILLER ADD TO DWELLING,.. No ::..:.. Permit for ............................:....... t Single Family:Dwelling.................... ` FRed •LillyPondRoa.................Locatioh .. . .. ... ' `" k ....... . . ..... ........... ........ n rcJ.W r >, 4o ' Owner ... •,Siller.......................'..........` Type of Construction ...F' ............................ +? ` _ `• j Plot ......... ... .... 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