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0060 STRAIGHTWAY (NORTH)
f i Y J �) I I �� Town of Barnstable Buildin Post-This CardSo That rt is Visible=From<theSt"reet Approved PlansMust be Retained on=Joband.this,.CardyMust�be Ke' t 3 . v b' ` " Posted Until Fm`alInspectionHas Been,Made • 1 b�, 3 sue,. eae Where a Certificate,ofOccupancyas Requiredsuch Buiidmg shall Not;beOccupied„until a Final Inspection has been made �� L Permit NO. B-18-1335 Applicant Name: INSULATE 2 SAVE,INC. Approvals Date Issued: 05/21/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 11/21/2018 Foundation: Location: 60 STRAIGHTWAY(NORTH),HYANNIS Map/Lot 271 169 Zoning District: RC-1 Sheathing: in Owner on Record: WALKER LYNNETTE LOUISE TR Contractor Name, -"INSULATE 2 SAVE, INC. Framing: 1 Address: 60 STRAIGHTWAY(NORTH) Coritractor;License �180747 2 V HYANNIS, MA 02601 E t Proje,ct Cost: $2,322.00 Chimney: Description: Weatherization Permit Fee: $85.00 Insulation: Project Review Req: Y Fee Paid $85.00 ®ate 5/21/2018 Final Plumbing/Gas Rough Plumbing: �? Buildin Official g Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzdkiy this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application.and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building an Final Gas: d str;,uctures shall be in compliance with the local zoning by lawsand codes. This permit shall be displayed in a location clearly visible from access street orii�oad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ` ti �' Electrical � � Service: The Certificate of Occupancy will not be issued until all applicable signatures bey the Buildir g,and Fire Officials a,e;prov.Ided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' '-•; Rough: - 1.Foundation or Footing , - 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Pe-rsons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A): Fire Department ` - ' Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application Number. Qi► . • Permit Fee.........'J........................:.Other Fee....:..........:......... Total Fee Paid................................................... TO" OF BARN,1g0*xA% Permit Approvai by... `` .................... .BUILDING PEPMT�AR�s����- APPLICATIONMap:...................................... cea. ........................................... Section I — Owners Information and Project Location i D Project Address r dt 0 . r Village AItl Owners..Name 1 a U�in� �-IC.P �� ff,/e r Owners Legal Addres City . UL-Gt.�s .State. G� ..Zip ®a D� Owners`Cell# 60 F! 7 3?—1k(01 a a. E-mail Section 2 Structural Use D-IS*'ingle/Two Family Dwelling ❑ Commercial Structure over 35,E cubic het 0 .Commercial Structure under 35,000 cubic feet Section 3—Type of Permlit New. Construction ❑ Move/Relocate ❑ Accessory Structure. ❑ Change;of.use Demo/(entire,structure) ❑ Finish Basement ❑ Pool ❑ Fire Alarm, Rebuild ❑ Deck. ❑ lar Sprinkler System Addition ❑ Retaining wall L_7 insula�on ❑ Renovation ovate Other Specify Section 4—Detail Cost of Proposed Construction 2 3a a Square Footage of Project Age.of Structure Dig Safe Number #Of.Bedrooms.Existing Total#Of Bedrooms Proposed) 110:`MPH.Wind Zone Compliance Method .❑ MA.Checklist ❑ 1NFCM Checklist ❑ Design . � � Last apdated 1N3�/20LZ. Section S VVor eschp-4 on 44(yVe 4-30 aaTrPd loPh4,1. T Cldic o4on qGJ' Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing I/I/Gas e ❑ Fire Suppression ❑. Heating System ❑ Masonry Chimney ❑Add/relocate..bedroom Water Supply ❑ Public ❑ Private i Sewage Disposal ❑ Municipal ❑ On Site Historic.District ❑' Hyannis Historic District ; ❑ Old Kings Highway Debris Disposal Facility j&o 16��`� Cep ddcPf I ;` using a crane ❑ Yes. ❑ No r orb-leC zt� oa 2 v f Section 7—Flood Zon Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes,El No ❑ Section 8—Zoning Infor ' tion Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage TOof Dwelling Units(on site) Setbacks Front Yard . Required Proposed Rear Yard Required PropoS'ed Side Yard Required Propo Has this;property had relief from the Zoning.Board in the past? Yes ❑ No Last updated: 10/31/201.7 I Section 9—Construction Suoermor. Nazne�A��ic_9� L OIL Telephone.Numbe` Address Z1//1 6�,o I/e -f94 City ra f Sta wit Zip Oa 7 a-d . 4 License Number D3FIV/ License Type f J E iration DateG/a �L 9 Contractors Email Q`/so n fa-�a 0�,� .50-Ue, 4 ell# 0 I understand my responsibilities under the rules and regulations for Licensed Co istruction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction 'on procedures,specific inspects©ns.and documentation required by 780 CMR and the Town of.Barnstable.Attach a'copy of your license. . Signature _ Date Section 10—Home.Improvemeni C60ractolr Name Telephone Nam r . i5;a Address City F& Stal Zip ®a 7 d-o Registration Number O 71 7 Expiration Date I:understand my responsibilities under the rules and regulations for home Impre Vement Contractorsjn accordance,with:780 CMR the Massachusetts.State Building Code. I understand the construction inq ection procedures,specific inspecdons Tagil. documentation required by 780 CMR and the Town of Barnstable.Attach a cop of your KI.C... Signature j� Date Section 11 Home.Owners.Lice Exe*ptio Home Owners Name: /Z e Telephone Number d Cell or Work N r I understand my responsibilities under the rules and regulations.for Licensed ction Supervisor in accordance with 784 CMR the Massachusetts State Building Code. I understand the construction' 'on procedures,specific ect�ons;and documentation required by 781W"r le. � Signature ` Date a G APPLIC ►NT SIGN TI;tRE Signat re L Date . ��`6 Print Naive L o�e v i `rk Teleph a Number E mail pernut to: Q " o /l 4, z., l4 s 4? a C, d1 Last:upd : 1fl/3Il2417 e ,on — partment: n-Ofs Health Department ❑ zoning Board(if required) ❑ Historic District ❑ Site PI Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work please take yo ir plans directly to the teie t for approval. Section 13—Owner's A ` as Owect pro hereby authorize Z ,� - ct on my behalf,.in all matters relative to work autho ' d by this building ption for: (Address of job q a� Signature of Owner dat e Print Name 149 qda ed: 10/31/2017 DoCuSO Enveicpe ID:06f>I;sSDI:_53%4W-B187-VfBfl4Q91998 RISE Enginmfln;g �+• S Dupont Avenue,South Yarmouth.MA a 11 Ora"i4 '�8.568-1926 X&197 FAX 50856$-1833 CONTRACT Page 1 PROGRAM TMCOWTRAM is ame"Wro eftwmgaw CLC-HESns atsroeesewcnncas eusrarEx DATE CUESTd Yuowcoxase LYNNETTE WALKER (508)733-2622 04l1612018 246939 07503 SEftMC£.sTREET NUAM fir - 60 Straightway North 60 Straightway North ss Cmr,srare as Mum 0",srAT4MP Hyannis,MA 02601 Hyannis, MA 02601 DESCWPTifJH QTY COST INCENTIVE TOTAL. ATTIC FLAT R-30 UNFACED FIBERGLASS 20 $38.40 $2$:$0 $9.60 Provide labor and materials to install a 9"layer of R-30 unfaced fiberglass:batts to attic space. ATTIC DOOR:INSULATE&W S i $i i 0 00 $82:5{) $27:5{; Provide labor and materials to insulate the back of the attic door with 2"rigid insulation board and seal the door's edge with weatherstripping to restrict air leakage. AI#2 SEALING 6 $480:00 $480 $I};00 Provide labor and materials to seal areas of your home against wasteful„excess air leakage.(Materials to be used to-seal your home can include caulks,foams and other products. Primary areas for sealing include air leakage to attics,basements,attached garages and other unheated areas(windows are not generally addressed.) A reduction in cubic feet per minute(cfm)of air infiltration will occur,but the actual number of.cfm is not guaranteed. At the completion of the weatherization work,and at no additional cost to the homeowner,a final blower door and/or combustion safety analysis will be conduce by the sub-contractor. COMMON WALL:2"RIGID BOARD 200 $776.00 60 Provide labor and materials to install 2"FSK faced semi-rigid fiberglass board insulation to a common wag area. ,COMMON'WALL:2"'RIGID BOARD 240 $924:00 93:tM3 >$23i:Eit} Provide labor and materials to install 2"FSK faced semi-rigid fiberglass board insulation to a common YmN area, I Dom n Envelope 1D:064563DE-6368485043187.96FBO4091996 RISE Engineering I: '. 5 mmod Aare,nu%South Yannouth,MA 02684 E tGtI�fEERIhfG CONTRACT S8-W8-1926 k6197 FAX 508-568.1933 Page 2 . PROGRAM CLC-HES � � AS mcrimanam CUSTOMER PVAM DATE CL£NT6 WONCOWT LYNNETTE WALKER (508)733-2622 04/16/2018 246939 07503 sence STREET BILLWO STREET - 60 Straightway North 60 Straightway North SERVICE CTTY,STAT$aP BILLING CITY,STATE,TIP Hyannis,MA 02601 Hyannis, MA 02601 DESCRIPTION OTY COST INCENTIVE TOTAL YOUR INCENTIVE EXPLAINED ........... For eligible measures,the Cape Light Compact is offering an ? , ........ incentive of 75%,with no limit,and an incentive of 100%for the Air ...............................: Sealing measures. l � Total: $2,322A0 Program Incentive: $11861.80 Customer Total: $4G0 60: . WE AGM HBUW TO FMISN SERVICES-CONFLEM IN ACCORDANCE MN ABOVE SI?WMATIONS.FM THE SW OF "'Four Hundred Sixty&601100 Dollars $460 60 UPON fWSLASPECTU*AM APP MAL BY RINEENf INIM01 .CWTOMER AGREES TO RaR AMOUNT MEIN FULL.INTEREST OF 1%TELL BE CNARGMUMITNLYONAM/ UNPAID BALANCE AFTER 90 DAYB WE REVERSE FOR BBXRTANt INFOMUMON ON OUNtAt1EES,MOWS CFINX61W WHOLL AC,AND CONTRACMftEQMATIOM. . Oew5�eedbyi Roe4Slgned'by; -N191% '�M5 4116/201018:43 PM EDT' - MOM TINS CONTRACT MAYBE WTHMAM BY US W NOT EIMCUTED VOTNU -DATEOFACCE"M= ...-.-.............._.___.------------_------____..__-_....________---...._.----------------------"---. SIGN DATE 30 QAYS. ACCEPTANCE OF CONTRACT-THE ABOVE PRE,VWFICOWNS AW CCU- -ARE SATWACTORY.TO4KAIW ARE HERE WAgCOnM YOB AUn TO 06..TNE:MRIC ASSPECFMPAVWNT NLLSE..MADE ASMLNIEDABOtaE _ - - I T6wu of Barnstable: , bton Sece.s. Ric arcl V $ ii,I3�'for 18itUd'ln Di a Roma �I utlriag,Comssoner UO AMMuStreet,Hyua M.A.02.01 ww..w.:towji. r'i$taT a-ma us. Offiew SO&M2=4638 Pro,peirV `ner must Com Ide id Sign Tbik ec am RICAARDA WALI as:Ownet of the sub`t proporty hereby authorize to act on my laehalf, s_ .... _._......_..._..__ in all that rs relative to work authorized by This.l utldi�g permit applieat Qn fbr: O Stra.� htvvay North; y s,M.A. 0260.1 (A�dr�ess:of drib f W o :Uvv�1er ate t P:rittt [f.Fxoperty:UFlwnex.isaPPtyF g:figs permi p ease:ce plct t e:ifo owners Lisense E ernp#ionform: C: (ssrslrle [ii4ppl3ata .acallMictzsoftllindars�INetCaeiEGflntern:UutioaklL 7liLFzE €PRS(2 e 0112�/]:7 The Commonweutth oaf Massachusetts d k Departrraent uf'IndustiW Accidents - I Congress,5freet,S uite 100 Boston,MA 62114-1017 WWH:/nttSS.,OVltlatl Wtirlters'Cornpensatloo Insurance Affidavit:BuiliiersYContructors/Electricians/Flambe"rs,:, TO BE F LED WITH THE PERMITTING AUTHOR[TYI Y Applicant Information " Please.Pnnt .Leoibiy :. . _ Name(Business/Organization/tndividual): Insulate2Saye Inc, Address:410 Grope Street City/State/Zip: Fall River MA 02720 . Phone-#: 508-567-6706 ; ilre you an emptoyer7 Check the appropriate tiaxt Type of project;(required) I am a employer with 20 employees(full and/or part-time).• 7 New Construction' J'2.E]C am'a sole proprietor or.partnership.and have no:employees working for me in $, a Remodeling "- any capacity:(No workers comp::insurance required.] 9. ❑Demolition aina hornetwner doing all work myself[No workers'cotnp.insurance required.] d 10 Building addition 4,�t am:a homeowner and'-will be hiring contractors to conduct all work on.my property. I will t ensure that all contractors either have workers'compensation insurance or are sole 11.Q:Electrical.repaieS'or additions proprietors with no employees. i ~12.QPlumbtng repatts or additions :S l am a genera(conttactai and i haye hired the sub-contractors listed on tlreattached'sheet, Q 13. Roof repairs " These sub-eontiuctomhave:employees and have workers'eotnp,insurance.: 6 Q We"sre a corporation and its officers have exercised their right ofi exemption per MGL c. 14 0Other Insulation W 152,§t(4),.and we have no employees.[No workers':comp:insurance required] "Any applicant that checks boz#t must also fill out the section below showing their workers'compensation policy mfomtation. « • f"Homeowners who submit this affidavivindicating they are doing ail work and then hire.outside contractors must subtmt:a.new affidavit indicating such 'Contractors that check this.box-must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have', etployees if the sub-contractors have employees;they must provide their workers'comp.,poticy number. +a., i`am an employer that isprov ding workers'compensation Insurance free eery empdvyees.,Below is thepolicy andjAb site informatio . Insurance.Company Name: Liberty Mutual Insurance a r x r Policy#o Expiration Dae. 12/10/2018- . F - - lob Site Addres. '4 0 y`9�/�- CitylState/7i-I �l L G'�✓/ �, . Attach a copy v,-... vrK�r �.,.�� �..�A,.v..-,...icy declaration page{showing the:pil1cy nu,; er and exgaratton date} Failure;to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$Lj 00^00 and/or one-year itripris�inment,as wellas civil penalties in the form ofa,STOP WORK ORDER,,and a fine of up' S250:00 a 'day against the violator,:A copy of this statement may be forwarded to ithe Office of Investigations of the DIA for insurance v Coverage::verification ,.. t do hereby certify under the an 'e ties©f perjury that the information provided above (is�true.and/correct Si nature: � � Date: Z 61l Q Phone#: 508-567-67.06 Offtcisl use only l?o not write ire this area,to be completed by city or town oKscia Ci o..r Town:. Perm[t/License#. . tY . , a: Issuing Authority(+circle one): -- - 1.Board of Health 2i-Building Department;�,City/Tci�n Cler[c. :4.Electrical Inspector. 5.Plumbing Inspector'. b.Other , Contact Person: Phone#: 'i I r�'o w t m 9� a/P-It"da 6 e M Office of Consumer.Affairs and Business'Regulation 10 Park Plaza - Suite 5170 Boston,Ma a usatts 0211,6 Nome lmprovem tractor Registration Type. Corporation 2 SAVE INC. � � :>' Registration: 180747 INSULATE t Expirabow 12/28/2018 410 Grove St Fallriver, MA 00720 update Address and return card. Mark reason for change; MCA 1. 0 29A OS11t " . _.. _ ....: C]."'0" 0'Q Rtewai,; ©©Elttiola mint 0 Lost Card ..��ie t��amaruarttrratz��r��rl��ir6arxa�iude�s'� Office of:Consumer'Affairs&Suslness Regulation HOME IMPROVEMENT CONTRACTOR Regl"ion valid for Individual use only; TYPE;Corporation before the expiration data..,If found return to. '.. EABI[ii4tt office of Consumer Affairs and:Business Regulation 12128J201 8 10 Park Plans.Sulte 517.0 Boston,MA 02116 INSULATE 2 S 8 Roland Langev 410 Groye St FaIldver,MA 62 t� , Undersecretary Not valid without signature' Commowealth oat massathusetts Division of Protesoomi Licenswe Board of Buikfing Redulations and Standards Con - .:, �,, rVb5C3r a . . C5-103861 q irg'$el #24#2Q B i/i 66 Him Re f AN�3 FAt.t.Rli#ERLAW— I�I!'1 ��� \. C nrrtissioriet .4CO� ty CERTIFICATE OF LIABILITY tlS1lIGE osrox�s Tt�$;G �1'FE�i-t 'AS A AItATT�R E3F AA'EtON Ohg,.Y A �� _ ,�,. ADO�IADCAAI�VELY Ott AIEtaA'11V13Y AtHtAL1F, dES BtBTOW,�iF7CA�E U�:�tSt-JyRAI��,{f�DQES�NOT�CC��iS�TR�t�iTpE A�iTI'I�AL"C , - txOLt ,AtiD �'LS Vi.�l"i7�WA�F75/1.{IGA �SlBROGA3tl fS Y subject to the and condWom o€the may, n t ese :i�kslant;oa this cue does.rtat co*right to the a holder in lieu of-such... en&waeffwr*} An*w y F CorMro Insurance 568-677-f14117 4og 171 P668nt Ao ohs' fali#22�fer,tylA"0272't - eSl'AFFOEO@[G:C�AOE .tfN1C"�F INSURED' EiStSiiER B Insulate 2 Save,lna C: 4.10 0wove a _a fit tthw,AAA 02720 WSUME: F: 'BEL3IRF HAVE SEEN ISSUED Td'THE iNSEJRED`tfiAht�.ABOVEftt�ECGYF2tE'!D c T10:TI�MFi�STiW81NGANY Ri_f2tJtREMEM TERM OR CONDITION OF ANY -CONTRACT OR QTHER DOGUi�NT{Ij&TH f2ESt?ECT TO.tll'�EEt'ft-AS; CER7IFICATEMAY BE ISSUED OR NtAY PERTAIN,THE)NSURANCE AFfOROED 8Y THE f�IsrtES DESCRtBED�HEREtN IS:S{]63r�T TO ALL�Tom." a�i ANo'coxamo�vs riF suCH aoircies.uai<rs sHowN MAY HAVE BEEbi.REOtiC@ BY PAID C!A[t�IS. . s c'fR TVPEOFI CE POUCYNUl� ueass ooew.c, Asa Esr EACFt.O a. :. 1 _ ci Aa AM.�occuR s A Y Y SKS 56419741 MOM? 12M0/t8 . r g 1,D .:G in;AGGRE UE.1 dtTAPeUESPER x $ PRO; POIiCY .J ,�Lm777 PRODt1CT5 C AGG $ ;OTHER AJ?TEfY013 'iN181C3L1^r >w $ i .. f. :,ANY AUTO BO afBURY 'Person) S A v � y. y BAA56418741 12M0M7 12MOS sQE CYSN RIG_fPera $ HIRED' t�f-oWt�ED S AHFOSONLY AUTQS'ONLY lJIABREt LJ1 iJAB - �CtJR EACH A ' Y Y USO 56419741 12MOM7 12M011S. cFMENTM$ S.. . A i'En�xoY s'LtABU" s€xrttse YIN ANY A Q MIA XVWS 56418741 t2KOM7 Imam Ayia B E: -FAcEY 1!1� x , GESCfdP:#�N_OF: /LOCA7fONS!VAS 7D1,Adt6hoe�at RsmaAcs Ste,�l be Eaare specs is esgu6ed) . Cl i A'LE.#fOt9f .:. CA :AVW SFN�tIL.D AI�I�f OF THE ABOVE 'P :Pioof.of lnsstranae ACCORDANCEVEMI 'PoiC1c . AttTFD . 4 • M AC (2 0 4W The ACORD nam and toga are :mats otACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ' t Application# t Health Division - Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee 6' Planning Dept. Permit Fee ��- Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address (t-5 Village Qu OI Y N rNI '5 Owner Address �� � Telephone 99 Permit Request �� 4l e, Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation `-f, b0Q 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 �Q No On Old King's Highway: ❑Yes ' <No Basement Type: A Full ❑Crawl Walkou ;&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: XGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes KNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: z. Zoning Board-of Appeals Authorization ❑• Appeal# Recorded❑ . ca � Commercial ❑Yes ❑No If yes,site plan review# Current Use "- ' Proposed Use =- $UILDER INFORMATION Name ker Telephone Number AD 7 Address License# VA0M.0w1Q r ' Ll l Home Improvement Contractor# Worker's Compensation# L' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE L)4,e�Z"— DATE )OfO FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS 'VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE - t ELECTRICAL: ROUGH •FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT .s ASSOCIATION PLAN NO. t t ne i,ommonweacrn of lrlussuvnuazttY Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AM 02111 www.mass.go-v din Workers' Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organizationadividual): L_u 'er- Address: 1 City/State/Zip: i C3?,&) Phone#: Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6 employees (full and/or part-time).* have hired the sub-contractors New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 7. ❑ Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 1. 9 I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. 'c.�152,§1(4),and we have no 12.❑ Roof repairs __nn insurance required.] t employees. [No workers' 13 Other C . comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: - Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500;00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby e ify under t e sins d penalties of perjury that the information provided above is true and correct. Si afore Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Boa-rd of Health 2.Building Department 3.City/Town Clerk 4.Electrical inspector 5.Plumbing'Inspector 6. Other x Contact Person: Phone#: . �y Information and Instructions , y Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees, Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal.entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased engloyer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the groundsg pp or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter.152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or . renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es) and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom, of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that mast submit multiple permittlicens a applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would ae to thank you in advance for your cooperation and should you have any questions, please do not hesitate-to give us a call. " address, telephone and fax number: The Department s addr ,� ep , The Commonwealth of Massachusetts Departrnent of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MA SSAFE rax - 617-727-7749 Revised 5-26-05 w-w-v.mass.aov/aia °FTME Town of Barnstable Regulatory Services sn MASS. Thomas F.Geiler,Director y mass. g e p;9..�1% Building Division Tom Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost d r i xKY Address of Work: Aw Aix rf 11C71 f 5 - F Owner's Name: n Y Date of Application: li�� CG— I hereby certify that: ! Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied i J21—owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. i SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Co actor Signature Registration No. Date 0 is Signature Q:wpfiles.forms:homeaffidav Rev: 060606 At t Yi if y S,jy'{4- Town of Barnstable P�OFZHE loy�p� Regulatory Services II Thomas F.Geiler,Director BARNSTABM 9 MASS. 039• .• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstible.ma.us Tice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION n /(� Please Print JOB LOCATION: (60 ✓1 i (BAN` ��' 1 ' ' `^ number street village "HOMEOWNER": Lunn6iC ro g e home phone# V work phone# CURRENT MAII,ING ADDRESS:(( 0 Ctnv1i i /town state zip code The current exemption for"homeowners"was extended to include owner-occupied.dwellings of six units..or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with"the State Building Code and other applicable codes,bylaws,,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department um inspection procedures and requirements and that he/she will comply with said procedures and e ments. igna 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 persan(s)for hire to do such work,that such Homeowner shall act as supervisor." . Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack�of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.-In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, r that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt �4. 4!k IY • •btu �\` _ � ��I ! i RIGHT REAR VIEW NOTE: 3-D FOUNDATION NOT TO SCALE FOR 3-D USE ONLY. I I Y, ac =rr EEC Y!I!I ,A 4•A 4•A 4'A 4•A 4'A 4'A 4'A 4•A 4'o YA .X IIIL�nN III I:1 111 D D D D D D D "D D D o• D D D D D D D D N_ Is II1 -1111M I II NIN IIK p ,el,{!.. t Ieuu.B 1. •A 4•A. 4•A 4•A 4'A 4•A 4•A 4'A 4•A 4'A I Y I 115, ❑W A , r.. ur I I t p 1 :t I 1 q QP.1 I- - 1 1 it 11 pe e, a e, o e, o a e, p e, p a e• p e, p - o f a: [ r - •A 4'A 4'A 4•A 4'A 4'A 4'A 4'A 4•A 4'A 4'A 4'A ,,A 4 A t .;4 A+�rI''� t,�r D D D D D D o '.O o 0 D D D D D D D O D D D D D D D D 4r D D �I(•,D.j1 � '1 P e p e p e p e p e p e p e p e p e p e p e a e a e a e a e a e a e a e a e a e a •.V •A 4'A 4'A 4'A 4'A 4'A 4'A 4'A 4'A s 4'A 4'A 4'A •A 4•A 4•A t D O D D D D D D D D D D D D D D D o D D D D D D D D D BACK ELEVATION *AI(1TP.npAIAIIfJ(:M IMP r.r)Kl('PPTI IAI PI IPP(1RFR(lf\ll V ram._ .. � � � �_ �Q V• v '� f:T x 5 1 a If f CIO � �O (� �P� IOU ►cv U� � rrv��'�o� � �c�er 933 6a kor�,t) 50 �5 9 9 Barnstable ry Services eiler,Director g Division ding Commissioner Hyannis,MA 02601 arnstable.ma.us Fax: 508-790-6230 for Familv Apartment �ARTMENT,NO CONSTRUCTION r it on application. t showing location of smoke detectors (located 'ents or new apartments, no construction. Plans ge of house and apartment. aired and can be obtained at 200 Main St.: 4:30 PM) -.ted and signed. Description must include C6ARAGE-DOOR-HEDER] TJ-Beam®6.25 Serial N"mb 05 22634 3 Pes of 1�3%4" ill User:1 9/8/2006 2:45:05 PM Paget Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b 1 p'6" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 14' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 280.0 70.0 0 To 10'6" Replaces FIRST FLOOR LOAD 40/10 7'0 Uniform(plf) Floor(1.00) 280.0 70.0 0 To 10'6" Adds To SECOND FLOOR LOAD 40/10 TO Uniform(plf) Floor(1.00) 0.0 120.0 0 To 10'6" Adds To 2 EXTERIOR WALLS LOAD 60#PLF Uniform(plf) Floor(1.00) 300.0 100.0 0 To 10'6" Adds To ATTIC LOAD 30/10 10'0 Uniform(plf) Roof(1.25) 420.0 280.0 0 To 10'6" Adds To ROOF LOAD 30/20 14'0 SUPPORTS: , Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 2.58" 6720/3450/0/10170 L5 None 2 Wood column 3.50" 2.58" 6720/3450/0/10170 L5 None, -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 9848 -7688 14807 Passed(52%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 25029 25029 33465 Passed(75%) MID Span 1 under Roof loading Live Load Defl(in) 0.253 0.254 Passed(U482) MID Span 1 under Roof loading Total Load Defl(in) 0.383 0.508 Passed(U318) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning.of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: LYNNETTE WALKER J Andrew Shakliks L_ -6_6_STAIGHT WY NORTH" MID-CAPE HOME CENTER 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis, MA 02660 Phone:508-760-4973 Fax :508-760-4559 ashakliks@midcape.net Copyright O 2006 by Trus Joist, a Weyerhaeuser Business -Microllam® is a registered trademark of Trus Joist. i 4 � „ GARAGE DOOR HEDER TJ-Beam®6.25 Serial N"mb o�z634 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL Page Engne Version:625.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: NO CROSS SECTION PROJECT INFORMATION: OPERATOR INFORMATION: LYNNETTE WALKER J Andrew Shakliks 60 STAIGHT WY NORTH MID-CAPE HOME CENTER HYANNIS MA 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis,MA 02660 Phone:508-760-4973 Fax :508-760-4559 ashakliks@midcape.net Copyright O 2006 by Trus Joist, a Weyerhaeuser Business. - Microllam® is a registered trademark of Trus Joist. { t TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 271 169 GEOBASE ID 18118 ADDRESS 60 STRAIGHTWAY (NORTH) PHONE HYANNIS ZIP — LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 81575 DESCRIPTION NEW RES 2/BATH 2/BED ' PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 p�F CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1,*s0 * sAM--- rA LEI • Mass. 039. ♦� BUILD D ISION BY 110, DATE ISSUED 01/04/2005 EXPIRATION DATE t - _ TOWN OF BARNSrABLE _ BUILDING PERMIT PARCEL, ID 271 169 GEOBASE, ID 18118 ADDRESS . ' 60 STRAIGHTWAY (NORTH) PHONE .HYANN I S �; Z I P r LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT � IIT 77gg , gg�� ZZLLgg DD gggg D I'r TYPE ORB Jff E§I PT I ON NO RE I DEN I A��/RR PMT CONTRACTORS: �R8 ERTY OWNER Department Of ARCHITECTS: :.; Regulatory Services TOTAL FEES: $410.09 BOND $,00 .CONSTRUCTION COSTS $116, 160.00 Y -101 <_ -S I-NGLE--FAi4-HOME DETACHED SWTAB BUILDI G DIV ION '# BY Z7'7 i DATE ISSUED 07/22/2004: EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU FOR - ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ® M ® ® Lim o BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS P.V 6,& 1 �1017 o 2 2 3 J /�o � 1HEATING INS CTION APPROVALS D ART�IIFt� 91 its 2 BOARD OF HEALTH l�� o Q folpL 0as Z3 OTHER: SITE PLAN REVIEW APPROVAL i00 WORK SHALL ET PROCEE U TIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. l _ 6 Q 1 t .a �� 11 e� of 1 A t t. . t t mom APPROVED TOWN OF BARNSTABLE ❑ GAS ❑ WIRING ❑ PLUMBING 14 BUILDING b fz TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 q Parcel Permit# Health Division C ll otew q ' ,i rw • u =.,LF Date Issued Conservation Division Z 6 Application Fe Taz Collectorf, F d 60 Permit Fee � � e Treasurer. Planning Dept. z C,Vi'IONCONNEC D ACCOUNT Date Definitive Plan Approved by Planning Board # Historic-OKH Preservation/Hyannis Project Street Address © S +� A � Village Owner Q r— Address Telephone D 7 Permit Request .c3 a., 5���1; • � ' fi✓��� �- to � G✓��'�:- w� � /� ��r�>� �d �1--�� r,--�r�'��� Square feet: 1st 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 tv/ Two Family ❑ Multi-Family(#units) Age of Existing Structure r10- l_ Historic House: ❑Yes . ®'No On Old King's Highway: Cl Yes Basement Type: 041I ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing 1 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 A � � Central Air: ❑Yes AIVo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0,1<0 Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size j. Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 346 If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 15y— Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE E 1 i FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED �. MAP/PARCEL NO. r' ADDRESS VILLAGE OWNER ' l DATE OF INSPECTION: FOUNDATION_ jJ fi �/?1 /� �'� O FRAME INSULATION x } FIREPLACE ELECTRICAL: ROUGH Q FINAL ti 5 PLUMBING: ROUGH 'FINALS ! 3 GAS: ROUGH FINAL h ' FINAL BUILDING 1 � DATE CLOSED OUT ASSOCIATION PLAN NO. •f i °F114E r° Town of Barnstable Regulatory Services Bn MASS.�. Thomas F.Geiler,Director 1639. a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c� 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Q �( Type of Work: �� �v` r�► ` v`` Estimated Cost Address of Work: ann Owner's Name: nn Date of Application: 1 (0q, I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑13,0ding not owner-occupied Mjwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date C a for NalWie Registration No. 1� 1 ate Owner's Name Q:forms:homeaffidav The Commonwealth of Massachusetts, Department of Industrial Accidents floe efin"11 9 600 Washington Street - -�1 Boston,Mass. 02111 y` Workers' Com ensation Insurance Affidavit-General Businesses W. name: �y address: \ , city state: 2i : Dhone# U,, 933 work site 1 full address: ❑ I am a sole proprietor and have no one Busines ype: ❑Re • ❑Restau=/B ;&g stablishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) a ❑I am an ism Toyer with ism to ees(full& art time). ❑Other %%%%%// %/10111,/O////i/%/3/% �/%%///%%%%��% I am an employer providing workers' compensation for my employees worlang on this job. company name: address: ciri phone#: insurance co:. '.. :. . oltc # ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name address: city phone# r insurance co. company naIDe .. .. .. .•.. address: cih..... phone#: insurance so, olicv#: Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'impriso ent as well as civilpenalties in the form of a STOP WORK ORDER and a fine of$100 00 a day against me. I understand that a - copy of this state ept may be forwarded to the OM of Investigations of the DlAfor coverage verification. I do here A£:c //u d ih p i n tie o pis aft information provided above is truean c r 14sie4ure Date ' ..Print name 4 b Phone.# �i D a ,. MA official use only do Dot write in this area to be completed by city or town official city or town: permit/licenve# [)Building Department []Licensing Board ❑check if immediate response is required AM �H lectmen'sDep Office eat a contact person: phone#: ❑Other ` (revised Sept M) . n:.'"r .•fi.3'eu�"�'"r-. �.per'�:c�� �'�?��"•az''1i='s'`"�'.."wa'�cax-�+=�tJ�sp:�:xk__ .xtv,�a,�,, -av�P� Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the"service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section.25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers'compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly:-The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the perinit/license number which will b'e used as a reference number. The affidavits.may be returned to the Department by mail or FAX unless other arrangements have been made.; The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imsugatlens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 i RESIDENTIAL: SHEDS -POOLS—DECKS-OPEN PORCHES- GAZEBOS , FEE VALUE.WORKSHEET APPLICATION FEE: $50.00 BUILDING PERMIT FEES: ACCESSORY STRUCTURES >120 sq.ft.(Sheds,gazebos,etc.) >120 sf-500 sf $ 35.00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS ` x$30.00= $ (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 - $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATION/MOVING $150.00 - $ (Plus above fee if applicable) S0 PERMIT FEE $ o Q:forms:dkcost REV:063004 f °PIKE tqy, Town of Barnstable Regulatory Services BAMMBMAMi E' ` Thomas F.Geiler,Director 1639. ArEDMp`lA`� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name Q:FORMS:OwNERPERMISSION �oF�Her Town of Barnstable °^ Regulatory Services a►xxsrneLS. Thomas F. Geiler,Director 9 MAN' Building Division Thomas Perry,Building Commissioner 200 Main Street, 14yannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NEW BUILDING PERMIT FEES.. EFFECTIVE JULY 1, 2004 Current Fee New Fee Application Fees Residential New $50,00, $ 0.00 Residential Addition $50.00 $50.00 Renovations/Alterations/Additions $25,00 .$50.0 Commercial New 1100.00 150.00 Commercial Additions/Renovations/ $50.00 $100,00 Alterations Building Permit Fees Residential $3.10 per K $4.10 per K Commercial $6.10 per K $8.10 per K Re-inspection Fees $25.00 $50.00 (For work not ready for inspection,incomplete work or failure of inspector to gain access) I New Fees Commercial Demolition $75.00 $8.10 per K Residential Temporary Certificate. N/A _ $25.00 Of occupancy Residential Certificate of Occupancy N/A $25.00 Commercial Temporary Certificate N/A $75.00 Of Occupancy Commercial Certificate of Occupancy N/A .$75.00 - Al r • r Town of Barnstable regulatory Services Thomas F.Geiler,Director MAM 039, .0� Building Division D s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ' Please Print DATE:U 402 0 JOB LOCATION: S ✓CFI Wa yA✓ J /` /'✓�S number _ l street A&ge "HOMEWNER": l���v ) �/� Irf/�t'�f�i Il. •57J�'7 ��.� name home phone# work phone# CURRENT MAIDNO ADDRESS: y S cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a.one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official.on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The dersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department inspection procedures and requirements and that he/she will comply with said procedures and re ts. - Si to f 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-Licensipg of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. j To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your cornmunity. Q:forms:homeexempt x s • LOT 3 34,776` f S.F_ .606' 4` 936.E co _ N . 60, .. > -` TOP OF FOUNDATION IS ELEVATION 104.64 (SITE PLAN DATUM). TO THE BEST_ OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE : BARNSTABLE, :MASS. FOUNDATION SHOWN ON THIS PLAN LOT 3, PL. BK., 495. PG. 98 HAS BEEN LOCATED ON THE GROUND " ,'DATE 8/16/04 SCALE I" = '40' AS INDICATE � - JOB 5923-00 'CLIENT WALKER SWEETSER ENGINEERING 8 �6 04 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS MA 02660 off. 508-398-3922 fox. 508-398-3063 'e ■ ME e a . ■ 0 ON No C: ` L o � C . a �■i�Q�i�i ■ I GO MODULAR :INC. CUSTOM MODULAR HOMES 94 ALIIION ,PD. I,INCOLN RI 02865 0 '.l•EL 508-636-7722 1--AX 50,8-636-7725 TO THE BUILDING D13PARTMI:;NT -7 THIS IS TO NOTIFY YOU, PURSUANT TO 780 CMR 3508,1. THAT 00 M0TJ1,AR INC. WILL NOT BE(,n-u- rlrzlglz DATE,01``INSTAL'L TION 1-MI-I)TO YOU HAS T( r3r c:n cr:iJ.ra)) WILL BE INSTALLING A.MODL)LAR HOME ' ON FOR�� `( lV L. 5 Ste_. L '1"HANK YOU CHRIS ARMS 't, 6�-1, GO MODUI AR INC. e t/'t 3Nb3 96:LL (RHL) b00Z '9 t d3 TO ALL NEW BUSINESS OWNERS DATE: Fill in please: YOUR NAME: APPLICANT'S h BUSINESS , x` YOUR HOME ADDRESS: 1ZS rY1�1Ss d ab d1 TELEPHONE Al Telephone Number Home NAME OF NEW BUSINESS ,o f� TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES L.�NO r Have you been given approval fMc h b ilding division? YES NO=f e-e,'(1wo,) l ADDRESS OF BUSINESS MAP/PA CEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below,you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall). You MUST go to the following office to make sure you have all the required permits and licenses.. . GO TO 200 Main St. - [corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSION 'S OFFICE This individual has en infor a of any permit requirements that pertain to this type of business. uthorized 'gnature* COMMENTS: -V�Ao:-, A, �C 2. BOARD OF HE This individual hasrbmed of er it,requirements that pertain to this type of business. - A6Hhoriz d ige** COMMENTS: ' R �' ' C na ur C c-' 3. CONSUMER AFF IRS (LI SING AUTH ITY) This individual has b i ed licens ng r i s that pertain to this type of business. tho zed Signature** COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to operate-you must get that through.completion of the processes from the various departments involved. **S/GN/F/ESAPPROVAL FORA BUS/NESS CERT/F/GATE ONL Y. 1 _ Commonwealth of Massachusetts Board of Building Regulations and Standards Ulf 'Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only - Date Received Label Numbers Issued: A Fee Received $ ()C.) Check Number 0j j S(l Date Issued: O Issued by: This Section to be Completed b Manufacturer-PLEAS E SE PRIN OR TYPE SECTION I -MANUFACTURER INFORMATION 1BBRS\DPS I.D.# 11219-04 Manufacturer Name SUPERIOR BUILDERS A D !ON OF MUNCY HOMES:INC. MC WIS 4 091-S Street 1565 PA.RT 442 EAST P.O.BOX 344 City/State/Zip MUNCY,PA.17756 Manufacturer Telephone Number: 570-546-2264 Fax Number: 570-546-2266 Manufacturer-Plant Inspector RICHARD GRESH Third Party Agency PFS TPIA#02 ° Number of Labels 2 sf = b Total Amount Attached $ $100.00 Manufacturer's Serial Manufacturer's Model y 02-828 27710 Number c,` Designation SECTION 2-LOCATION OF BUILDING g . Street 726 FALMOUTH RD. City/State/Zip HYANNIS MA 02601 SECTION 3-BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer GO MODULAR INC. Street 1125 STATE RD. City/State/Zip WESTPORT MA 02790 Certified Installer BRUNELL CRANE Licensed Construction _` License Number'. 049641 Supervisor ANTHANASIOS PITIANGAS - ° Expiration Date: 09/16/04 This,form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This re uest shall be forwarded to the BBRS/De t of Public Safety '• - - - ry..., ti ,9 _ P • _167 Lyman Street/P.O.Box 1063 - - - ': Hadley building-Ground Floor 7A , r E-« Westboro, MA 01581 " -Bbrs\Forms2lmfgLabe1Request - • lb 1 December 17,2003 Ir . >89 58, 34,776 f S.F. h h ' 60 6't � Z - W { i 1 jj6O, ' TOP OF FOUNDATION IS ELEVATION ' 104.64 SITE PLAN DATUM). TO THE BEST OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 3, PL. OK. 495 PG. 98 HAS BEEN LOCATED ON THE GROUND DATE 8/16/0�4 SCALE 17 = 40' AS INDICATED. JOB 5923-00 CLIENT WALKER V16LO4 SWEETSER ENGINEERING 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 off. 508-398-3922 fax. 508-398-3063 col oDn it rn07 nnl ,d...,.1 Cnoa u. J.�o jrity✓I✓ac✓—w juwy `✓.7c✓—("Up.urry TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION "(cov 'A' A),) &,W vP6v pe&mrr Avio Lap Parcel Permit# r . TO 14 OF BARNS TABLE �• 16 �`' Date IssuedHealth Division ' ' 2 " JUG 28 r ®0 Conservation Division r - Application Fee Tax Collector L11 Permit Fe Treasurer. L �, ISIOr4 pPpL[CAM D[t►8't OBTTO AR TIM M Planning Dept. Comm" PgBMIT F�ODQ �tG D�tpN pHiOBTO Date Definitive Plan Approved by Planning Board � J���� u .a e�Cot38TBU 1, • Historic-OKH Preservation/Hyartinis �ect Street Jdr'ess 190 I (1 )0 f CJ Lo® Village 1 In IS r Owner W G Address Lo d U Telephone 15 06 � Permit Request e_C. V G ��] � , e M , U T ko e.� 4� �0 "I _bo C,k -S 'Pc�C Jne S� . C,cw C,(A e -S 7pam,�\-� cm�_Alcw C,� �Ccvel'f )Moe Square feet: 1st floor: existing 1 proposed I Ze1(3 2nd floor: existing )�J proposed�(c Total new 1 ZI 1 C SY, Zoning District Flood Plain Groundwater Overlay -94 JE)!� Project Valuation�('I, '000- Construction Type Lot Size (o /— Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family " Two Family ❑ Multi-Family(#units) Age of Existing Structure ,5: Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl IdsWalkout ❑Other Basement Finished Area(sq.ft.) Yl I Gi Basement Unfinished Area(sq.ft) 12 10 S Number of Baths: Full: existing new 2 Half:existing h i ► new Number of Bedrooms: existing new Total Room Count(not including baths): existing n new First Floor Room Count oHeat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes, 'AO Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes tXNo '`Detached garage:❑existing ❑new size Pool: ❑existing ❑new size'Barn:❑existing ❑new size Attached garage:❑existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ -- Commercial 0 Yes '-ONO If yes,site plan review# }� s Current Use Proposed Use -Kc's BUILDER INFORMATION Name Vr4 yl//je/� 'Telephone Number ' 22d — �Z Address%21� A2 0-vtPo l License# CS Oa-O g 69. L/�,ywi S 1144 W Do� 6 01 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM;THIS PROJECT WILL BETAKEN TO SIGNATURE ���!�G�/'� DATE FOR OFFICIAL USE ONLY .PERMIT NO. DATE ISSUED MAP/PARCEL-NO. c' ADDRESS VILLAGE - OWNER DATE OF INSPECTION:: - FOUNDATION FRAME - - INSULATION = FIREPLACE - ELECTRICAL: ROUGH FINAL :.. PLUMBING: ROUGH : FINALcl v GAS: ROUGH FINAL-11 zc _ FINAL BUILDING SF DATE CLOSED OUT ASSOCIATION PLAN NO. i t t ' • •• The Commonwealth of Massachusetts '. Department of IndustrialAecidents' 6oa Washington Street _ • Boston,,Mass. 02111 v workers'..Com ensation.snsurance Affidavit-General Businesses • e. fir � t .,., ^•YF,,J.M.'�,-' . � 'a3FaZ,M+d71 ame: TA address: _ GU t Q o f hone# ® zi Z . state: � address 0 r ® work site locatio3i full : I am•a sole proprietor.and have no one $usiness o Retail❑Rester tBWEating Establishment worlQng in any capacity. []Once Q Sales (including Real Estate,Autos etc.) ❑I am an em to er with . etn to'ees Mull& art time: ❑Other i/%%%/%/%%/%%/////%%/% %/ti�/.':%/%%/% /%////%/%//%%//%%%%%////%//O%/%/////%///e%/s working on this'ob.. . I an an employer providing vLorkers compensation for my employ g 9 ' COrII'eII^ t, '"!=,t•.' ,!: :!`.';!}:'i:t� ..'>:. :J:: .;,�' 7. SM •�'•,�'!• .•Y• .�. ,y •ii.eT �'�e.•• , �y"'+�• ,7.' i•r.. :•r t.•.!i.' ..w.• s.:: v,t..S:�� - Ja.:r.'.:t'�:e-.••�i:t�' s:'k't�'��•n....t.i•.'a'• i'9"_�•'..!:.•.�t,;.! e. $8ilreSs: °•_ M1• �:'• �. .9:.:.. �.•.'.:a.i•'". 11i :L'i••'�'.�''? ,ti'�t: J s�:, f..,.,: .A/•:' :i• '. •,�!. is t :•Y: \-if-. .. „ "1.. {: i "rx;+;::t,,. {� :;.. it • i ,:�:•, ''i•� ':;":.,,.�" - •,• ;,1•,•c:+ honetj • ;1,,,: '�••:,r •l..:q•� .r t'4 Je 1: �' .:4i:y •,i•1_a.. . . '.n•. :•:i: :..:.,::. :•.,.e..i // T am a so40/1 le proprietor and hsve hired the independent contractors listed below who have the following workers' compensation polices: �9II SIDe? :i. i '''• i• '•:tY.J.lr. Yr•.r•' 'i.i.�:;'}' .. COIII r:. 't:..r J;.t. r �:"•:+,+ �;tyi.: 1. •.•r ,..: t'"rri_i,' .J::.••:�.n f� T. J'1. .:'r�•.•�?iy +"i'r''(. ,4:.S:is rr '.,d•: i J t� tC. .::+ �: i.;:,' t•.•?;�.: _ addte's3: f :L• .�..• • ' .t ty' :•t: .. ,�tv •rrl: :.r. , '!,•r'r: '.4�i'• yl :73�':i• �*r;. ,... •'i: i ''' JJ,.J•:f': Cl 1 :ry% 5r+-iyt l.:.. ::J` :<ti t ,:li•n1` S t �.^� :. •'1. l:�:t:•" )+, •r:"+;.•.:'aJ..� :?�f.°:" ''',•a!'�'�:�:'- .t ::d:' ':'ar.�"', '�•it• =i.,:;. .,�,i..=i:/:///: ��+r•':L ' •i,..�-i1nV ':7: �:•J.'.f ..v°.e.:•.;:•.'?.'4 a'W �'::: :� .Y:. •.r:.`` 'G 1c t,.,.z'r: • �^ l�////!///////� irisurance'co. :�S , _.,.:,^t. t., _ .:c.•r.! ;{.j•J•�t' t" :• tt' �. i� :l•'t: .,irL; •t��.W,'•ss•:_ I.n�•'�••.r.'. •r'� ''t^r.�".,dJ:.f��r •?��.� y�•..,;]C-tr.:• ••• �S' ?• ', dr• .: 4.d•r:.•:' _ .3,i:. +,il•�•; _ com an• neate..J l address:. ' t. � + .. ',�; •'':•,.t,,.. '110I1E: :•!;h :: •• •':'. ,f ^•. 6•.: ,,• t .tid''? . . : _ p p� �'t,/,/p rt' y,4 •. '$1asL1.➢ebG 'OZ1C: :ft>: J.. 1 _ x.af/' i: fnsuienc. rcad to the MIM: Failure to secure g well a,crequirtvff penalties 1n the fo'=m d under Section 25A ofof a STOP WORK OIRDE and a fine of$1100 DO dlay againsties of a tt me- Ine up tunderstand that it one years'imprisonment copy o f this statemen/maybe forwarded to the Office of Investigations of the DIA for coverage verification p n t' o per'ury That the inform ation provided above is true a d correct: I do herebyert un er ih i sand f Date - Signature Phone#F Print name official use only do not write in this area to be completed by city or town official permit/license# []Building Department city or town: /]Licensing Board ❑Selectmen's Office Q checkif immediate response is required' ❑Health Department , ' phone#; � ❑Other + contact person: .(fevered Stpt 7A03) Information and Instructions. Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their. employees; As quoted-from the f`law", an employee is.defined as every person m the service of another under,any contract of hire,expreas or irr]plied; oral or.written. ' An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the for engaged in ajointenferprise,and including the legal representatives of a deceased,employer,or the receiver or trustee of an individual,partnership,,association or other legal entity, employing employees. 'Howevei.the owner of a dwelling house haying.-not-more than three aparftnents and-who resides therein, or the,occupantsof the.dwelling house bf another who,employspersoris to do.mainkeenpce, construction or repair work on such dwelling. . or on the grounds or because of such.. n#loyment.be deemed to bean.employer. building appurtenant thereto shall not ; MGL chapter 152 section 25 also'states that'6very. state or local licensing agency shall iidthhold the Issuance dr renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required: Additionally;neither the' ' coimnonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with te insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please jM in the workers'•eoupensafm affidavit completely,by checking the box that applies to your sitdation., Please supply company name, address acid phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned'to the city or town that the application for the permit or license is being requested, not the Department of°Industrial Accidents. Should you have any questions regarding the'"lave'or if you are required to obtain a_worker. compensationpolicy,please call the Department at the number listsbelow. . City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. The.affidavits maybe returned to the Department b .mark or FAX unless other•arrangements have been made. The Office of Investigations would like to thank ybu in advance for you cooperation and should you have any questions, please do not-hesitate to give us a call. . The Department's address,telephone and fax number: . ' The Commonwealth Of Massachusetts Department.of Industrial Accidents OffWa of lies ens 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 .4. «1rn P71717_AUnn .-.+. Anr r - �F IME r. Town of Barnstable Regulatory Services anaxsTABLFE Mass, �, Thomas F.Geiler,Director i679• �0 QED►9- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, e !� V ,as Owner of the subject property herebyauthorize mPs I J • �/lJl�.-�.L'�Ef to act on my behalf, in all matters relative to work authorized by this building permit application for c�S r cA ©c 6Cl11t\S � �ca0-v3 (Address of- b) *ignofr Date ]Print NJne Q TORM&O W NERPERMIS S ION r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 vn Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ZI C square feet x$96/sq.foot= 0 x.0031= �KJ09 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus 6rn below(if applicable) GARAGES(attached&detached) C square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= ---i —__ (number) Deck x$30.00= h C► (number) 1 Fireplace/Chimney x$25.00= Ci (number) Inground Swimming Pool $60.00 (4 Above Ground Swimming Pool $25.00 G Relocation/Moving $150.00 (plus above if applicable). Permit Fee - 40 projcost Affidavit of Substantial Financial Interest 1, of L C?n Eli 5 , on oath depose 4 nd state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel . The address of the property is (-D S-riJ-A1-rwAJ N)01tr1-4 2. 1 have K)O % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. , 3. Within In the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which 1 have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, l have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. -Signed under the pains and penalties of perj ,,this day of 200_. �41 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT t �� vCl6'lr9r�G+� }�i�i✓GfL ' t��/� ' 7ee Thomas G.GatiuAie,P.E. � � f' • ���'Q, YJG� Gonlmiasioner Mltt Romney Governor Stanlay Shuman q Chairmen Kerry Healey �/J Lieutenant Governor /' y Gary Mnemsk+¢m+ vice chairman Edward A.Flynn + x ' ae x Secretary *gore " April 26, 2004 I { ~ AdminlstratorV fir' e t a �S'upeHor Builders biv. ;Rob'prt Hoffmanl! r, 1567 PA Rt 442 East `Munc' PA 17756 �j +; I .RE. RECERTIFICATION FO 2004 - 2005 Commonwealth of MassaT �� usetts Manufactured B . n9'Idi ' 09 s Program MC #c (] r F 1 1 ri 02i 07 O d To:Whom It May Concern: This letter is to conf irm.your ?recertification in the Com onwea+lth of Massachusetts Mdnufactured'Buildi.ngs Prograidas a producer of Manufactured,_.Buildings-for,thewperiod of May 1, 2004 through April 30, 2005• i-his approval is contingent u ohcompliance will,all P' revo sYsed conditions of your lit approval, and,* compliance with °'.the provisions. of the current Massachusetts State Building Code, Massachusetts State Electrical Code and Maissnrhusetts State Fuel / Gas Code. II;1 � �i , is: T:. 1 BOARD OF BUILUNG REGUL, TTQNS ANb STANDARDSi�; Robert.A. Anderson . ' beputy Administrator cc: Massachw*tts Board of Examiners'of Pliumbers and Gas Fitters Massachusetts Board at Examiners of electricians !p K; This'correspondence has beetrissued from the Board of Building RIf9� ufations and Standards 167 Lyman Street,Hadley Building,P.O. Box 1063,Westbi3hou h,MA 01581 tr, g I 0 I' 1565 PA R01FrE 4 2 EAST orP.O.Box MUNCY. PA PA 17756 on IlaPHONE(570)546 264 IBu e1r, FAX(570)546-226� www.supedorbullders.com A DIVISION Of MUNCY 110 C3, INC. Manufacturer of Modular Homes Massachusetts Approval # MC91 G ti As of 02-24-04 !6 } RE: {Letter of Certification To whom it may concern: This:letter is written in demonstration f the fart that Mr R $ 7elle has been adequately educated in pri I 1cedures relating to the field)installation of Superior Builders manufactured homes. Such procedt: es include the sate placement and attachment of all manufactured units to the field const' cted foundatinn system (provided by others) as well as all other connection details as prescribe by this manufacturer's approved set manual. By issuing this this letter, Superior Builders hereby r commends Mr. PUchar;d Brunelle as being knowledgeable and competent to perform all work associated with the field installation of its manufactured home products. i If there are any questions relative to is subjprt,'I may ba conta Ited at (570) 546-2264 ext.,201. Very truly yours, Superior Ruilders ,I Dennis K. Morgan General Manager �GW If � I I i � t 1 I 1 i i Rhode Island _ DEPARTMENT OF PUBLIC SAFETY License: HOISTING ENGINEER LICENSE Sax R. W,-,Erw Hai IoaeDati.P M 510 1 4 225 BLUE BRO0325-1982 i Number: HE 0710 9 t„ Sc" Restrictions Birthdate: 12/13/1936 RICHARD C BRUNELLE; y I 88SIATE[i PARKA11Er y *� t_ Expires: 12/13/2005 Tr.no: 9714.0 PANfTUCKET,Rt q { r �� �vY _ j•,. � a,:r`.t!± Restricted: 1 B RICHARD BRUNELLE T1 r_ e ' > �CUL 86 SLATER PARK AVE a2"ph PAWTUCKET. RI 02861 Commissioner OCT. 9. 2003 10: 24AM TROY PIRES & ALLEN NO. 047 P. 2 One Beacon Centre 14.Iarwick, Rhodc Island 02886-1378 (401) 825-2667 Fax 825-2855 Certificate of Workers! Compensation& Employers' Liability Insurance CERTIFICATE BOLDER 7INSURED HELP U BUILD, INC. RICHARD BRUNELLE ATTN: SHARON BRUNELLE CRANE SERVICE 294 ALBION ROAD 86 SLATER PARKAVENUE LINCOLN, RI 02865-4218 PAWTUCKET RI 02861- This certificate is issued as a matter of information only and confers no rights on the certificate holder. This cereifieato dots not amend, exte;Id, ur ahcr the wveraQe afforded.by tine policy below. COVERAGES This is to certify that policy of insu*:wce listed below have been issued to the insured named above for e policy period indicated.Notwit istanding any requirement; term or condition of any contract or other document with respect to which this certificate may be issued o;:may pertain, the in:sura.nce afforded by the policies described hzein is.subject to all the terms, ex1lusions, and conditions of such nlic iPs. TYPE OF POLICY POLICY POLICY LIMITS OF INSURANCE NUMBER EFFECTIVE EXPIATION LIABILITY DATE DATE Statutory benefits Required by the Workers' Rhode Island Workers Compensation 0000027855 )2-14-2003 02-14-2004 Compensation Law(X) and Employers' $ 100,000 Each Accident Liability S 100,000 Each.Employee by disease S 500,000 Policy Limit by disease DESCRIPTION OF OPERATION`t;!T,OC:A'I'T0N5/t1EHICLES/Sl?]✓CIAL ITEIv[S CA.NCE7 LATION Fccompany hould the above policy be caacele .' before expiration date thereof, The Beacon Mutual Insurance will mail 10 days written notice to the ccrtificate omnnex zzanwd hcrciii by nebular mail. Authorized Representative Date Issued: l 0/09/2003 Broker of Record Successfully Submitted TROY, FIRES &ALLEN LLC 678 CENTRAL AVENUE NU1.-r7PO /� alr�0 PAWTUCKET RI'.02861- sa0x 8 88 FACE 245 4�� �. 4 r+ ' TOWN CLERK 1 i : -Towttt:of.sarnstable_ ' BARN LI- MASS. �Zosiing Hoard o! Appeals 'variance - Sulk Regulations, Minimua `i_b_t Z0 _ 4- Decision and Notice Appeal No. 1993-27 Summary: Granted with Conditions Appeal No. 1993-27 Applicants James A walker Address: 726 Falmouth Road (also 30 straight way North) Hyannis, MA 02601 Property Locations 30 and 60 Straight way north, Hyannis, MA 02601 ` Assessor's Map/parcels 271/008 and 169 zonings RC-ls Residential C-1 District overlay District GPs Groundwater Protection Applicant's Requests variance to Section 3-1.1(5) Bulk Regulations, Minimum Lot Size Activity Requests To permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the required minimum lot area of 1 Acre. Procedural Provisions: Section 5-3.2 (3) Variances: Backgrounds This decision concerns the petition submitted by James A walker, who appealed to the Zoning Board of Appeals for a Variance to the Section 3-1.1(5) sulk Regulations, Minimum Lot Size to permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the required minimum lot area of 1 Acre. According to the Assessors Records, the area of.'this division is presently two lots. Assessors Map/Parcel No. 271/608 is 1.70 acres and fronts 160 feet on Route 28 and 514+/- feet ,on to straight Hay North. It is developed with a one and one-half-story, 2,464 sq.ft. single family dwelling and a detached garage measuring 30 feet by 50 feet (1,500 sq.ft.) The home was built about 1970 and the garage in 1982. The second lot is Assessors Map/Parcel No. 271/169 is 0.88 acres and fronts 197+/- feet on to Straight way North. it is presently vacant land. The applicant has requested a variance to permit division of the total land . area of 2.63 acres into three lots, two of which will be undersized by approximately 8,785 sq.ft. or 20% lose then the one acre requirement for the district. A sketch plan for the proposed division prepared by Ed Kelley and Decision and Notice BOOK 8688 PALE 246 Appeal No. 1993-27 dated March 29, 1993, was presented. It met all other district requirements for division of the site. The locus has public water and sewers are available in the area. Procedural Summaryt The application was filed in the office of the Town lark and at the zoning Board of Appeals office on April 05, 1993. A public h ing, duly noticed under M.G.L. Chapter 40•A, was opened on A it 22, 1993;a which time the hearing was closed and a decision rendered. e-petition as heard by bail Nightingale, Elizabeth Nilsson, Dexter Bliss, Gene Burman and chairman Richard Boy. Attorney Gary Blank represented the applicant, James Walker, who was also present. Attorney Blank discussed the history of the parcels explaining that the land had been in the Walker family-from the 49-50s.•--james--Walker constructed his residence during the 1960s and had intended.to divide the remaining area of the lot. it was Hr. Walkers intent to provide building lots for his sons. Attorney Blank discussed the size of surrounding neighborhood lots most being smaller in size than those proposed in this division of land. Be concluded that this proposal would not be detrimental to the neighborhood and will blend in well with the character and aesthetics of the existing neighborhood. Attorney Blank also cited that not granting of the Variance would create a financial hardship to the family. Attorney Blank noted that Variance conditions, as required in HOL Chapter 40 A, section 10 are established by the shape and size of the available land and by the raised level of the fronting roadway. The Board questioned whether the existing garage would be closer to the setback line than what is allowed. Attorney Blank responded that all existing structures would conform to the required setbacks for the district. No one spook in support or opposition to the petition as presented, however, Mr. 6 Mrs. Hamann explained that they were present merely to inquire what was being requested. Finding of Facto Based upon the evidence presented and the testimony given at the meeting of April 22, 1993, the zoning Board of Appeals unanimously finds as followsa 1. The lots proposed and illustrated on the sketch plan submitted and numbered 1, 2 and 3 are substantially larger in area then existing surrounding lots in the neighborhood. 2. The applicant has described the topographic changes that satisfy the conditions for granting of a Variance under HOL chapter 40 A, Section - 0. Testiurony represented`that the road was raised in relation to the lots during reconstruct of the roadway. Decision and Notice 8001($688 PAGE 247 Appeal No. 1993-27 3. The applicant has presented information that there would be substantial financial hardship for the family if the owner could not subdivide the land to provide lots for his children to build homes on. 4. Allowing lots as proposed, one being in compliance with the one acre zoning for the district, and the other two (2) approaching 35,000 sq.ft. each would not be substantially detrimental to the neighborhood nor would it substantially derogate from the purpose and intent of the Town of Barnstable Zoning ordinance. conclusions Accordingly based upon the findings, a motion was duly made and seconded that, Appeal No 1992-27 be granted subject to the following conditions. 1. The petitioners shall divide the land as .presented and as represented in the plan submitted and prepared by Ed Kelley dated.March 29, 1993. The vote was as follows: Aye: Gail Nightingale, Elizabeth Nilsson, Dexter Bliss, Gene Burman and chairman Richard Boy Nays None orders Appeal No 2993-27 is granted for a variance from Bulk Regulations, Minimum Lot Area Required. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office ,of the Town clerk. This variance must be recorded at the register of Deed and the petitioner has one year in which to exercise the variance. s M , BOOK8688 FAG( 248 Any person aggrieved by this decision may appeal to the Barnstable Superior Court, as described in Section 17 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by bringing:.an action within-twenty days after the decision has been filed in the office of the Town Clerk. Chairman' , I , Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the . above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day of 19 under the pains and penalties of perjury. Distribuciou: Property Owner Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals coax 86 88 EAcE 249 PARTIES IN INTEREST APPEAL NO. 1993-27 JAMES WALKER. MEETING OF APRIL 22. 1993 JULIO C. & KERRY CANIZALES 44 MCGEE DRIVE, HYANNIS ERIC D. JONES & ROBERT H. & CAROL A. JONES 58 MCGEE DRIVE, HYANNIS LAWRENCE M. & DEBORAH MAHAN 68 MCGEE DRIVE, BOX iB, HYANNIS NANCY L. LITTLE 7313 WEST SIERRA VISTA DR GLENDALE, AZ 85301 JOSEPH D. JR & ELAINE MCMAHON 423 OAKLAND RD, HYANNIS RAYMOND F. & DORIS HOPKINS 426 OAKLAND RD, HYANNIS PHI-LOMENA JARVIS 439 LINCOLN RD, HYANNIS LIONEL C. & PATRICIA A. BACHAND P.O. BOX 210, HYANNIS MEREDITH A. MAYO 423 LINCOLN ROAD EXT. , HYANNIS JAMES J. , LORRAINE, & JEANNE E. CAPONE 2 HARNDEN RD, FOXBORO, MA 02036 BRADLEY E. & SHELBA J. COY 419 LINCOLN RD EXT. HYANNIS ERDVILIS JANULAITIS 680 FALMOUTH RD, HYANNIS ROBERT J. & DEBORAH A. UMBRELLO 414 OAKLAND RD, HYANNIS ANDREW B. & SUSAN M. MILK 23 OAKLAND RD. , HYANNIS FRANCIS & RITA A. STAFFORD 390 OAKLAND RD, HYANNIS PAUL A. & LORETTA A. DAVIDSON . 376 OAKLAND ROAD, HYANNIS JOSEPH F. COUGHLIN TRS JOSEPH F. COUGHLIN TRUST 404 THIRD AVE, MELBOURNE BEACH, FL 329S1 LEWIS A.. & GLORIA W. PSAROCOSTA 391 OAKLAND RD, HYANNIS SHERRIE D. CAHOON 399 OAKLAND AD, HYANNIS ELEANOR DAVIS 0/0 THE BOSTON COMPANY ATTN: EILEEN B. BUCKLEY 1 BOSTON PL 083K.tBOSTON, MA 02108 JEANNE C HARRINGTON TRS. OAKLAND RD NOMINEE TRUST 17 JUNIPER DR. , NORWOOD, MA 02062 MITCHELL A. TROTT 361 OAKLAND RD, HYANNIS TED & ROSE VARTABED 41 MCGEE DR, HYANNIS ry RICHARD S. BALDNER 56 MCGEE DR, HYANNIS FEDERAL ONE MORTG SERVS CORP 610 WALNUT ST, 16TH FLOOR PHILADELPHIA, PA 19101 EDMUND J. & IRIS E. FLYNN P.O. BOX 37 , CENTERVILLE LEON D. NARBONNE & FREDERICK J. THACHER JR. TRS 43- PINE ST. , YARMOUTHPORT DAVID M. SALZMAN TRS LEON—DAVID REALTY TRUST 90 HAWTHORNE CIRCLE, 'S. BURLINGTON, VT 05401. JOSEPH M. WEINBERG 4 GUY LANE, HYANNIS LEON D. NARBONNE TRS JENNY—LEE REALTY TRUST 101 IYANOUGH RD, HYANNIS Z nve �o�•�o u�o aooK 8f 88 F�cr 2 p_ 4NNING 15 GUY LANE, HYANNIS & LEON D NARDONE, TRUST 101 IYANOUGH RD, HYANNIS E-LYN H. COHEN 35 SEABROOK RD, HYANNIS JMANN TRUSTEE TRUST P.O. BOX $49 , CENTERVILLE 530 MIDDLE RD, GULFSTREAM, FL -33444 E 39 MARK'S PATH, HYANNIS TLE 483 PHINNEYS LANE, CENTERVILLE 81 BRIARWOOD DR, HANOVER, MA 02339 ANE T. BEAUDOIN 36 HAMMOND PL, WOBURN, MA 01801 PAULINE JOYCE 22 ALVIN AVE, QUINCY, MA 02171 GINIA WHARTON 772 WILLOW BROOK DR #903 NAPLES, FL 33963 LE OAKLAND RD, HYANNIS HOOL INC SCHOOL INC 551 RTE 6A, E. SANDWICH LORENCE ROGERS 326 OAKLAND RD, HYANNIS OV EK Y TRUST 353 LINCOLN RD, HYANNIS RANCO TR5 NOMINEE 765 FALMOUTH RD, HYANNIS ER 726 FALMOUTH RD, HYANNIS ►GAN 436 OAKLAND RD, HYANNIS M. URNICK P.O. BOX 1372, HYANNIS jug iN �y F• p3 . >a � M In in so so a O< �F � F• ge�ee x s: z . 10 _ L 1111VL; V JUL 219,�. . c 9 G ® J f• G %'S�T7 il 9 r e 4 CffectiveDate: June 18, 2004 Western Ure0 mpany , r , 'r" " LICENSE AND PERMIT BOND F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 69733502 ; il That we, Lynnette Walker 4 tl Fof the City of Hyannis State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts —, as Obligee, in the penal sum of Seven Hundred Fifty and 00/100 — DOLLARS ( $750.00 ) lawful money of the United States, to be paid to the. Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE.ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Site Performance Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws' and ordinances, including all amendments thereto, pertaining to the license or permit- applied for, then this obligation to be void, otherwise to remain in full force and effect until 4 June 18th 20.05 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending.notice in writing, by First Class U.S. Mail to-pe Obligee and to the Principal at the address last known to the Surety, and at the expiration of thinti�fr ,e- vs from the mailing of said notice, this bond shall ipso facto terminate and the Surety s pon' ieved from any liability for any acts or omissions of the Principal subsequent to said date ``R . aiie s�© ie number of years this bond shall continue in force; the number of claims made a,gb®r his on fi—dithe number of premiums which shall be payable or paid, the Surety's total limit of liab-ity shall not be"W' ulative from year to year or period to period, and in no event shall the Surety's total liafoa cai exceed the amount set forth above. Any revision of the bond amount shall not be cuntgN m Dated this 23rd day of June 2004 ; " r r F " " F r r Principal „ r , r e r Principal " Countersigned (wh re required) WEST E S U R E T COMPANY By By Resident Age t Paul T. Bruflat, Se for Vice President " Form 532-5-2002 g " r � ' ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA sS (Corporate Officer) COUNTY OF MINNEHAHA On this-. 23rd day of June 2004 , before me, the undersigned officer, personally appeared Paul'T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such.officer, being authorized.so.to do, executed the foregoing instrument for the purposes therein contained, by signing the name`of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }44 4 4 44444 4 4444 444 4 4 444 4 4} - f a D. KRELL i S AE NOTARY PUBLIC SEAL J�SOUTH DAKOTAi Notary Public—South Dakota }by444444444444444444444} My Commission Expires November 30,2006 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF Ss COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that_he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL ,�• STATE'OF v,, (Corporate Officer) COUNTY OF ,. ss __ . _. . _.. 1'�-c ., ,c. _ On this \ day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public a zz � ` W a°i ° o a o v1 P. CZ w -d Permit No.: TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS SEWER PERMIT Connection: Modification: Disconnect: Repair: Assessors Map No. WATEFj SUPPLIER:062C4 l� Q '� Assessors Parcel No SEWER ACCOUNT NO.: ! l Street �����ll SEWER ACCOUNT NO.: Village: rt f1 n i PERMIT FEE: Septic Abandonment ermit (1)Residential Bld 420A0 each addt'I.bldg.on same service=$200.00) Obtained From Health Department: (1)Commrc'I.Bldg.=$875.00 (each addt'I.bldg.on same service=$200.00) Connections requiring installation of a pump,add$300.00 to base charge. Abandonment Permit Not Required: PROJECT CONTACTS PROPERTY OWNER(Mailing Address) nSEWER INSTALLER li er Name: /, /r 6 • t Name: I l� ,Q� _ Address: a u ' :, 7 J `v � �( �l Address: , Phone: ) Phone: 7-7 .a O PROJECT DESCRIPTION REGULATORY REQUIREMENTS The installation of all sewer connections must be done in accordance with. FACILITY&LAND USE DATA the provisions of Article XXXVI,Town of Barnstable,General By-laws and regulations issued by the Department of Public Works. Before excavating NUMBER OF UNITS METER SIZE FIXTURE NO. within a Town Way the sewer installer must also obtain a Road Opening permit and comply with the Construction Standards and Specifications RESIDENTIAL: outlined therein. At least 48 hours prior to the installation,the applicant must notify the Department of Public Works, Engineering Division for the COMMERCIAL purpose of inspecting the installation. The Inspector will complete the RESTAURANT: Compliance Sketch locating the installed lines and connection. INDUSTRIAL: By signing the Application,the applicant acknowledges and understands the regulatory requirements and understands that failure to comply with STANDARD INDUSTRIAL CLASSIFICATION NO.: them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future application. This sewer connection permit shall be NO.OF BUILDINGS: NO.OF BEDROOMS: _ valid for 180 calendar days from the date of D.P.W. approval indicated below. The required notice must be given and the installation SIZE OF PARCEL ACRES: commenced before the end of that period. Otherwise, the permit shall become invalid. When that occurs,a new permit must be applied for and ESTIMATED DAILY SEWAGE: 23o GALLONS a new fee paid. .r PIPING: LENGTH DIAM TER nCU Detailed engineering drawings must be submitted with each commercial EXPECTED INSTALLATION DATE: permit application and be approved prior to acceptance of this permit. r , SIGNATURE(INSTALLER- DATE SIGNATURE(DPW APPROVA -'A.W DATE THIS PERMIT EXPIRES ON: a FORM Sewer Conn.Form.:(REVISED..02/03) Bk 18459 Ps 294 -V28655 04-16-20 i4 a . !S -52cL DEED We, JAMES A. WALKER, JR. and SYLVIA WALKER, both of Barnstable (Hyannis), Barnstable County, Massachusetts, for consideration paid of$1.00 Grant to LYNNETTE L. WALKER Of 30 Straightway North, Barnstable (Hyannis),Barnstable County, Massachusetts 02601 With quitclaim covenants, the land, situated in Barnstable (Hyannis), Barnstable County, Massachusetts, bounded and described as follows: North 8° 34' 40" East 187.48 feet by Straightway North to the Southerly Boundary Line of land now or formerly of Nancy L. Little; Thence by land now or formerly of said Nancy L. Little, South 79' 8' 35"East 189.58 feet; Thence South 12' 13' 25" West, 191.65 feet; Thence North 77' 46' 0" West, 177.60 feet to Straightway North, the point of beginning. Said land is shown as Lot No. 3 on a plan of land entitled: "Plan of Land in Barnstable, Mass. for James A. and Sylvia L. Walker, dated March 29, 1993", which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 495, Page 98. For title, see deed dated December 29, 1995 recorded in the Barnstable County Registry of Deeds in Book 9994,Page 136. Property location: Lot 3,#60 Straightway North Hyannis, Massachusetts 02601 EXECUTED AS A SEALED INISTRUMENT this S+�day of 2004. 1 U _ J4jTes A. Walker,Jr. Sylvia alker W COMMON WEALTH OF MASSACHUSETTS Barnstable, ss: '�` 5 2004 Before me, the undersigned notary public, personally appeared James A. Walker, Jr. and Sylvia Walker, proved to me through satisfactory evidence of identification, which were .0�: 5:?S......... To be the persons whose names are signed on the preceding or attached document in my presence. Notary Public My Commission Expires: DONNA J. PALMER NOTARY PUBLIC 11 Commonweait+rot Massacnusens My Commission Expires January 29,2010 • QUITCLAIM DEED r . We, James A. Walker and Sylvia L. Walker,Husband and Wife,Tenants by the Entirety, of 726 Falmouth Road,Hyannis,Barnstable County,Massachusetts being married,for One Dollar($1.00)and other nominal consideration paid Grant to James A. Walker, Jr. of 143 Old Yarmouth Road, Hyannis,Barnstable County,Massachusetts and Sylvia Walker of 726 Falmouth Road,Hyannis, Massachusetts,with Quitclaim Covenants the land in Hyannis,Barnstable County, Massachusetts bounded and described as follows: North 8 degrees 34' 40"East 187.48 feet by Straightway North to the Southerly Boundary Line of land now or formerly of Nancy L.Little; THENCE, by land now or formerly of said Nancy L.Little South 79 degrees 8' 35"East 189.58 feet; THENCE, South 12 degrees 13'25"West 191.65 feet; a THENCE,North 77 degrees 46' 0"West 177.60 feet to Straightway North,the -` point of beginning. Said Land is shown as Lot No. 3 on a Plan of Land dated March 29, 1993,entitled 3 "Plan of Land in Barnstable,Mass. for James A. and Sylvia L. Walker". Said Plan is recorded in the Barnstable County Registry of Deeds in Plan Book 495,Page 98. WITNESS our hands and seals this day of December, 1995. C k, dames A. Walker SyrM..Walker �t� sw:'' •: �� COMMONWEALTH OF MASSACHUSETTS :a • t4 _'°' '` Barnstable,ss. a g December ,1995 :d ••.,os O� ran• Then personally appeared the above-named James A.Walker and Sylvia L.Walker an �•....,,,,,,,.••'" acknowledged the foregoing instrument to be their free act a d deed before me, No 0-MrK �S •/yIEG�U , My Commission Tres: waik2dead BARNSTABLE REGISTRY OF DEEDS aaoweTAM r ncninTnv nP' n��aw 4 , BOARD OF BUILDING REGULATIONS License C 3 NSTRUCTION SUPERVISOR r Number- 020869 BF t ii £e p4�2V936 s YeISL 041506 Tr.no: 19453 I j as�r ' JAMES A WALKE j 7161°19AL10 M -1111R HYANNIS, M;4 02601 ActiW-- M ver r The Commonwealth of Massachusetts •. Department of Industrial Accidents' 660 Washington Street Boston,Mass. 02111 . "may Workers'-. Coin ensation.•Insurance Affidavit-General Businesses name 7{1✓I /'1 �� — '^ address: cam. state: Zip: - phone# w k site location full address I am•a sole proprietor and have no one Business Types Retail ❑Restaurant%Bat/Eating Establishment working in any capacity. ❑ Office❑ Sales(mcludmg.Real Estate,Autos etc.)" ❑I am an etc to er with em to full& art time . Other %/ %/% %/%u% ��%%/�%%%//%%% �I am an eployer providing workers' compensation for my employees working on this job.. address:'` . .r'%:•'' • •: n•: ..J'• 1. insiiTa3ice.c$'' l• _;_..�. :k: R. I am a sole proprietor and have hired the independent contractors listed below who have the following workers' .compensation polices: edill an 'name, 71 nifione^#� = .i • city �i - -- - .. insurance co. coin-an. name:• _ _ . Cat address: . .. .' - .. .. .i r•} r. , � _ To--'. .:r., ;5�'t. .,y, r!. rl:'`..y.- ';5;'.: ':t::•t': 173SU1'9nCeCO:�" ._�. -0IiC: :#-;••`•:'"%.7�' > Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'impr(sonment as well as civll penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that g copy of this statement may be forwarded to the Office of Investigations.of the DIA for coverage verification. I do hereby ce I under the pains d en es of perjury that the information provided above is true rrect. j3JY,UULLUQ 84 �GA'�� ✓ Date �� ✓vIs T_ Print name Phone'# official use only do not write In this area to be completed by city or town official city or town: permit/license# []Building Department [licensing Board []check if immediate response is required ❑selectmen's Office ❑Health Department , contact person: phone#; ❑Other (revised Sept 2003) Information and Instructions Massachusetts General Laws chapter�152 section 25.requires all emn ' co oyers to provide workers' for their. employees. As quoted from the law', an employee is.defined as every person in the service of another under any contract of hire; express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal'representatives of a deceased,employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having'not more than three apartments and who resides therein, or the.occupant,of the dwelling house of another who employspersoiis to do.maiutenance, construction or repair work on such dwelling house or on the grounds or reto shall not.because of such.employment.be deemed to bean employer. bang appurtenant the : MGL chapter 152 section 25 also'staies that every state'or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence.of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any.of its political subdivisions shall enter into any contract for the performance of public work until with the insurance requirements of this chapter have been presented to the contracting acceptable evidence of compliance . authority. Applicants Please fill in the workers'compensation affidavit completely,by checking the box that applies to your situation..`Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department-of Industrial Accidents for confirmation of insurance coverage. - lso'be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being ment of Industrial Accidents. Should you have any questions regardi4lhe"law"or if you are requested, not the Dep ail required to obtain a:workert. .compensation policy,please call the Department at the number listed;below. . City or Towns . Please be sure that the affidavit is complete and.printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number.which will be used as a reference number. The.affidavitsm. ay.be.returned to the Department by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: . The Commonwealth Of Massachusetts Department of Industrial Accidents to"of lnvesfigadons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release ld Data filename: 0:\REScheck\Mass\27710.rck CITY:Hyannis STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/19/04 PROJECT DESCRIPTION: Job Number: 27710 Prepared By: Linda Litz DESIGNER/CONTRACTOR: Superior Builders,A Division of Muncy Homes,Inc. 1565 PA Route 442 East Muncy,PA 17756 PROJECT NOTES: 1-Calculations reflect only that portion of unit assembled in the factory. 2-Builders or contractors may supply and install the required floor and/or foundation wall insulation. 3-For basements remaining unconditioned spaces,the builder shall enclose the basement stairs.The walls.surrounding the basement stairs shall be insulated and protected with a vapor barrier.The builder is responsible for supplying all materials. � m APPR pFS CORP COMPLIANCE:Passes MAR 2 x 2004 Maximum UA=233 Your Home UA=225 APPROVAL�MIJPC) TO3.4%Better Than Code(UA) FACroAY kt PORTION Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA - Ceiling 1:Flat Ceiling or Scissor Truss 1210 32.0 0.0 41 Wall 1: Wood Frame, 16".o.c. 1144 18.0 0.0 58 Window:F22-30 x 37: Vinyl Frame,Double Pane with Low-E 8 0.330 3 Window:F24-34 x 65: Vinyl Frame,Double Pane with Low-E 107 0.330 35 Window:F24-34 x 65: Vinyl Frame,Double Pane with Low-E 10 0.330 3 Door:F64-36 x 80 2 Lite: Solid 22 0.270 6 Door:F66a-36 x 80 15 Lite:Glass 22 0.350 8 " Door:F79-72 x 80 Vinyl SGD: Glass 40 0.360 14 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1210 19.0 0.0 57 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 Massachusetts Energy Code requirements in RES checkVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. 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' tions 780CMR 13 1 0,x6d 1 4,4. Builder/Designer � Date O APPROVED PFS CORP MAR 2 2004 APPROVAL LIMITED TO FACTORY BUILT POATIC)N 1 I REScheck Inspection Checklist 'Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id DATE:03/19/04 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-18.0 cavity insulation Comments: Windows: [ ] 1. Window:F22-30 x 37:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window:F24-34 x 65:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window:F24-34 x 65:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door:F64-36 x 80 2 Lite: Solid,U-factor: 0.270 Comments: [ ] 2. Door:F66a-36 x 80 15 Lite: Glass,U-factor: 0.350 Comments: [ ] 3. Door:F79-72 x 80 Vinyl SGD:Glass,U-factor: 0.360 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the re es ed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unco ditioned sp PROVED 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than .0 cfm(0.'00tCORP L/s)air movement from the the conditioned space to the ceiling cavity. The i ghting fixture. shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall b labeled.MAR 2 2 2004 Vapor Retarder: PP a� � [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and � CV�aL�n�ly1I,TGD 1'O TO 1�BUILT PORTION Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. ✓[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. [ ] � g g Y gP p Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. APPROVED PFS CORP MAR 2 2 2004 ARPR L LIMITED TO • ! MAY QUILT PORTION i ` Table•I. Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) APPROVED PFS COAP MAR 2 2 2004 (APPROVAL LIMITED TC FACtonv atiwT onRTION G� ttL q Mitt Romney, O267r� Joseph S.Lalli Governor y y q q- G� Commissioner Kerry Healey Thomas Gatzunis LieutenaniGovemor ( yy ,/ Chairman Edward A Flynn eJ /_ / hF Thomas L.Rogers Secretary Administrator May 1 2003` Superior Builders Div. 1565 PA Rt. 442 East Muncy, PA. 17756 RE: RECERTIFICATION IN THE MASSACHUSETTS MANUFACTURED BUILDINGS PROGRAM—MC#091 To Whom It May Concern: This letter is to confirm your certification in the Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of -May 1, 2003 through Apri130, 2004. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the current Massachusetts State Building Code, Electrical Code, and Fuel/Gas Code. Yours truly, STATE BOARD OF BUILDING REGULATIONS AND STANDARDS Thomas L. Rogers Administrator APPROVED cc: MA Board of Examiners of Plumbers and Gas titters P CORP MA Board of Examiners of Electricians MAR 2 2 2004 APPROVAL LIMITED TO PORY BUILT PORTION 9his correspondence has been usuedfrom the Board of Buihtng Regulations a &6 a de ids Taunton district Office: 1380 Bay St.,P..0.Box871,Taunton,MA 02780 1565 PA Routs 442.Fast s ..9- PO Box344 uiae Munc tar y,PA.17756-0344 • Pkone:(800)788-2111 Fai:( 70 546 2266. lRullaers MASSACHUSETTS DESIGN SPECIFICATIONS March 19,2004 MUNCY HOMES,INC. 1567 PA ROUTE 442 EAST,P.O.BOX 246,MUNCY,PA 17756 MUNCY HOMES-MC#090-S,EXP.4-30-2004 SUPERIOR BUILDERS-MC#091-S,EXP.4-30-2004 PREMIER BUILDERS - MC#029-S.EXP.4-30-2004 IN-PLANT INSP.AGENCY-PFS CORP,TPIA#02,EXP.4-30-2004 MODEL 27710 SERIAL NO. SITE LOCATION HYANNIS USE GROUP R4 CONST.TYPE 5B BUILDING HEIGHT ABOVE FOUNDATION 23'-111 FT OCCUPANCY LOAD 6 NUMBER OF STORIES 1 1/2 FLOOR AREA/STORY 1210 SF TOTAL ENCLOSED SPACE 32675 CU FT DESIGN LIVE LOADS: WIND 21 PSF STAIRS 100 PSF SNOW 40 PSF CORRIDORS N/A SEISMIC ZONE N/A BALCONIES 60 PSF FLOOR 40 PSF LIVING-30 PSF SLEEPING . SPECIAL USE,PROVISIONS AND LIMITATIONS N/A BUILDING IN FIRE LIMITS N/A FIRE GRADE N/A FLAME SPREAD_200 OR LESS BUILDING SET-BACK: 6 FT.FOR 0 HOUR WALL(BY BUILDER) TYPE OF HEAT HWBB TYPE OF FUEL _OIL TYPE OF CHIMNEY(BY BUILDER) ON SITE/CODE FOR SITE WORK,SEE-SETUP PROCEDURES MANUAL. DRAWINGS & SETUP PROCEDURES SHIPPED.WITH UNIT. CERTIFICATION LABEL, .PFS LABEL AND DATA PLATE LOCATED IN CABINET ABOVE RANGE.2ND LABEL LOCATED IN SMALLEST CLOSET OF OTHER MODULE-(S). FIRE ALARM SYSTEM WALL MOUNTED SMOKE DETECTORS. ENERGY PROVISIONS: PRESCRIPTIVE PACKAGE FOR 1 &2XAMILY HEATER WITH FOSSIL FUELS PER 78.0 CMR J5.0 HEATING DEGREE DAYS PACKAGE GLAZING AREA(%) GLAZING U-VALUE CEILING R-VALUE WALL R-VALUE. FLOOR R-VALUE BASEMENT WALL R-VALUE (BY BUILDER) HEATING/COOLING EQUIPMENT EFFICIENCY RESIDENTIAL BUILDING DESIGN BY COMPONENT PERFORMANCE PER 780 CMR J6.0 (ALTERNATE METHOD OF COMPLIANCE) CLIMATE ZONE NUMBER 12 SEE MANUAL TRADE-OFF WORKSHEET. FLOOR AND/OR BASEMENT INSULATED BY BUILDER. Lynnette Walker 30 Straightway North Hyannis, MA 02601 508-733-2622 v c April 1, 2004 "' "' > ' z �. -2r Z Tom Perry �? N Building Commissioner ,�, rn Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 60 Straightway North, Hyannis i Dear Mr. Perry: I appreciate your time on the phone today. Per our conversation enclosed, for your review, are the following documents: ■ Zoning Board of Appeals # 1993-27 ■ 1993 site plan ■ 1995 Deed to my brother Jimmy & our mother from our parents ■ Recent letter from my Attorney Don Henderson explaining the minor issue at hand I am hoping to build on #60 Straightway North in the next few months, in a very similar way as my other brother Richard has done on #40 Straightway North. My phone numbers are 508-432-4488 during the day, or 508-733-2622. Please feel free to cpntact me with any questions, concerns or comments. Thank you in advance for your cooperation. joinely, Pte BooK.8688 FALE 245 TOWN CLERK Town of Barnstable BARNS-1k.E.J.E, MASS. Zoning Board of Appeals ��pp� �yy Variance - Bulk Regulations, Kinimum,Qt%z;5 P 4 *4 Decision and Notice Appeal No. 1993-27 Susssmarys Granted with Conditions Appeal No. 1993-27 Applicants James A Walker Addresss 726 Falmouth Road (also 30 straight way North) Hyannis, MA 02601 Property Locations 30 and 60 Straight way North, Hyannis, MA 02601 Assessors Map/Parcels 271/008 and 169 Zonings RC-is Residential C-1 District overlay District GP: Groundwater Protection Applicants Requests Variance to Section 3-1.1(5) Bulk Regulations, Minimum Lot Size Activity Requests To permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the required minimum lot area of 1 Acre.. Procedural Provisions: Section 5-3.2 (3) Variances: Background: This decision concerns the petition submitted by James A walker, who appealed to the Zoning Board of Appeals for a Variance to the section 3-1.1(5) Bulk Regulations, Minimum Lot Size to permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform-to the required minimum lot area of 1 Acre. According to the Assessors Records, the area of this division is presently two lots. Assessors Map/Parcel No. 271/008 is 1.70 acres and fronts 160 feet on Route 28 and 514+/- feet on to straight way North. it is developed with a one and one-half story, 2,464 sq.ft. single family dwelling and a detached garage measuring 30 feet by 50 feet (1,500 sq.ft.) The home was built about 1970 and the garage in 1982. The second lot is Assessors Map/Parcel No. 271/169 is 0.88 acres and fronts 197+/- feet on to Straight Way North. it is presently vacant land. The applicant has requested a variance to permit division of the total land. area of 2.63 acres into three lots, two of which will be undersized by approximately 8,785 sq.ft. or 20% lose then the one acre requirement for the district. A sketch plan for the proposed division prepared by Ed Kelley and i Decision and Notice BooK 86E�8 FACE 246 Appeal No. 1993-27 dated March 29, 1993, was presented. It met all other district requirements for division of the site. The locus has public water and sewers are available in the area. Procedural Summaarys The application was filed in the office of the Town-lark and at the zoning Board of Appeals office on April 05, 1993. A public �hWa ing, duly noticed under M.G.L. chapter 40-A, was opened on A it 22, 1993;as which time the hearing was closed and a decision rendered. a-petition vias heard by Gail Nightingale, Elizabeth Nilsson, Dexter Bliss, Gene Burman and chairman Richard Boy. Attorney Gary Blank represented the applicant, James Walker, who was also present. Attorney Blank discussed the history of the pncesls explaining that the land had been in the walker family-from-the-19-508.•--iames--walker constructed his residence during the 1960s and had intended.to divide the remaining area of the lot. It was Mi. Walkers intent to provide building lots for his sons. Attorney Blank discussed the size of surrounding neighborhood lots most being smaller in size then those proposed in this division of land. He concluded that this proposal would not be detrimental to the neighborhood and will blend in well with the character and aesthetics of the existing neighborhood. Attorney Blank also cited that not granting of the Variance would create a financial hardship to the family. Attorney Blank noted that variance conditions, as required in MGL chapter 40 A, Section 10 are established by the shape and size of the available land and by the raised level of the fronting roadway. The Board questioned whether the existing garage would be closer to the setback line than what is allowed. Attorney Blank responded that all existing structures would conform to the required setbacks for the district. No one spook in support or opposition to the petition as presented, however, Mr. & Mrs. McMann explained that they were present merely to inquire what was being requested. Finding of Facts Based upon the evidence presented and the testimony given at the meeting of April 22, 1993, the zoning Board of Appeals unanimously finds as followst 1. The lots proposed and illustrated on the sketch plan submitted and numbered 1, 2 and 3 are substantially larger in area then existing surrounding lots in the neighborhood. 2. The applicant has described the topographic changes that satisfy the conditions for granting of a Variance under MGL chapter 40 A, Section 10. Testimony represented that the road was raised in relation to the lots during reconstruct of the roadway. Decision and Notice 800x 8688 FAu 247 Appeal No. 1993-27 3. The applicant has presented information that there would be substantial financial hardship for the family if the owner could not subdivide the land to provide lots for his children to build homes on. 4. Allowing lots as proposed, one being in compliance with the one acre zoning for the district, and the other two (2) approaching 35,000 sq-ft. each would not be substantially detrimental to the neighborhood nor would it substantially derogate from the purpose and intent of the Town of Barnstable Zoning ordinance. iii UUTAU Conclusion: Accordingly based upon the findings, a motion was duly made and seconded that, Appeal No 1992-27 be granted subject to the following conditions. 1. The petitioners shall divide the land as .presented and as represented in the plan submitted and prepared by Ed Kelley dated.March 29, 1993. The vote was as follows: Aye: Gail Nightingale; Elizabeth Nilsson, Dexter Bliss, Gene Burman and Chairman Richard Boy Nay: None Order: Appeal No 1993-27 is granted for a variance from Sulk Regulations, minimum Lot Area Required. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. This variance must be recorded at the register of Deed and the petitioner has one year in which to exercise the variance. `. aoox 8f 88 �acE 248 , Any person aggrieved by this decision may appeal to the Barnstable Superior Court, as described in Section 17 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by bringing:.an action within-twenty days after the decision has been filed in the office of the Town Clerk. f Chairman Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the . above entitled petition and that no appeal' of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day of 19 under the pains and penalties of perjury. Distributiou: Property Owner Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals f Bm..8688 vAu 249 PARTIES IN INTEREST APPEAL NO. 1993-27 JAMES WALKER MEETING OF APRIL 22, 1993 JULIO C. & KERRY CANIZALES 44 MCGEE DRIVE, HYANNIS ERIC D. JONES & ROBERT H. & CAROL A. JONES 58 MCGEE DRIVE, HYANNIS LAWRENCE M. & DEBORAH MAHAN 68 MCGEE DRIVE, BOX 1B, HYANNIS NANCY L. LITTLE 7313 WEST SIERRA VISTA DR GLENDALE, AZ 85301 JOSEPH D. JR & ELAINE MCMAHON 423 OAKLAND RD, HYANNIS RAYMOND F. & DORIS HOPKINS 426 OAKLAND RD, HYANNIS PHILOMENA JARVIS 439 LINCOLN RD, HYANNIS LIONEL C. & PATRICIA A. BACHAND P.O. BOX 210, HYANNIS MEREDITH A. MAYO 423 LINCOLN ROAD EXT. , HYANNIS JAMES J. , LORRAINE, & JEANNE E. CAPONE 2 HARNDEN RD, FOXBORO, MA 02035 BRADLEY E. & SHELBA J. COY 419 LINCOLN RD EXT . HYANNIS ERDVILIS JANULAITIS 680 FALMOUTH RD, HYANNIS ROBERT J. & DEBORAH A. UMBRELLO 414 OAKLAND RD, HYANNIS ANDREW B. & SUSAN M. MILK 23 OAKLAND RD. , HYANNIS FRANCIS & RITA A. STAFFORD 390 OAKLAND RD, HYANNIS PAUL A. & LORETTA A. DAVIDSON 376 OAKLAND ROAD, HYANNIS JOSEPH F. COUGHLIN TRS JOSEPH F. COUGHLIN TRUST 404 THIRD AVE, MELBOURNE BEACH, FL 32951 LEWIS A. & GLORIA W. PSAROCOSTA 391 OAKLAND RD, HYANNIS SHERRIE D. CAHOON 399 OAKLAND RD, HYANNIS ELEANOR DAVIS C/O THE BOSTON COMPANY ATTN: EILEEN B. BUCKLEY 1 BOSTON PL OB3K, BOSTON, MA 02108 JEANNE C HARRINGTON TRS. OAKLAND RD NOMINEE TRUST 17 JUNIPER DR. , NORWOOD, MA 02062 MITCHELL A. TROTT 361 OAKLAND RD, HYANNIS TED & ROSE VARTABED 41 MCGEE DR, HYANNIS RICHARD S. BALDNER 56 MCGEE DR, HYANNIS FEDERAL ONE MORTG SERVS CORP 510 WALNUT ST, 18TH FLOOR PHILADELPHIA, PA 19101 EDMUND J . & IRIS .E. FLYNN P.O. BOX 37 , CENTERVILLE LEON D. NARBONNE & FREDERICK J. THACHER JR. TRS 43 PINE ST. , YARMOUTHPORT DAVID M. SALZMAN TRS LEON-DAVID REALTY TRUST 90 HAWTHORNE CIRCLE, S. BURLINGTON, VT 05401 JOSEPH M. WEINBERG 4 GUY LANE, HYANNIS LEON D. NARBONNE TRS JENNY-LEE REALTY TRUST 101 IYANOUGH RD, HYANNIS N VJ1..f'll /tf• •ff-If�vL.Ily ^� �••••�f .• - c�u P1 •IAnOnll►IC 'roe do k c�_=�(fi 2 n •A(?n1�va@ a-n BooK.8688 FAGr 27 /79 �' - cz7 0.NNING 15 GUY LANE, HYANNIS & LEON D NARDONE, TRUST 101 IYANOUGH RD, HYANNIS F-LYN H. COHEN 35 SEABROOK RD, HYANNIS JMANN TRUSTEE TRUST P.O. BOX 549 , CENTERVILLE 530 MIDDLE RD, GULFSTREAM, FL 33444 E 39 MARK'S PATH, HYANNIS.. TLE 483 PHINNEYS LANE, CENTERVILLE 81 BRIARWOOD DR, HANOVER, MA 02339 ANE T. BEAUDOIN 36 HAMMOND PL, WOBURN, MA 01801 PAULINE JOYCE 22 ALVIN AVE, QUINCY, MA 02171 GINIA WHARTON 772 WILLOW BROOK DR #903 NAPLES, FL 33963 LE OAKLAND RD, HYANNIS HOOL INC SCHOOL INC 551 RTE 6A, E. SANDWICH LORENCE ROGERS 326 OAKLAND RD, HYANNIS r 'OV EK Y TRUST 353 LIN06LN RD, HYANNIS RANCO TRS NOMINEE 765 FALMOUTH RD, HYANNIS .ER 726 FALMOUTH RD, HYANNIS IGAN 435 OAKLAND RD, HYANNIS M. URNICK P.O. BOX 1372, HYANNIS 5o $j� 6sit W. Oil i W too o<A IR , d E Ij It .o .i!t JUL ' 73 I �.�. p"I Ell 1'1����o���,��•��'�199; I BP;09994-0136 95-12-23 1018 #066292 QUITCLAIM DEED We, James A. Walker and Sylvia L. Walker,Husband and Wife, Tenants by the Entirety, of 726 Falmouth Road, Hyannis,Barnstable County,Massachusetts being married, for One Dollar($1.00)and other nominal consideration paid Grant to James A. Walker, Jr. of 143 Old Yarmouth Road, Hyannis,Barnstable County,Massachusetts and Sylvia Walker of 726 Falmouth Road,Hyannis, Massachusetts, with Quitclaim Covenants the land in Hyannis,Barnstable County, Massachusetts bounded and described as follows: N North 8 degrees 34' 40"East 187.48 feet by Straightway North to the Southerly ' Boundary Line of land now or formerly of Nancy L. Little, THENCE, by land now or formerly of said Nancy L. Little South 79 degrees 8' 35"East 189.58 feet; THENCE, South 12 degrees 13' 25"West 191.65 feet; o THENCE,North 77 degrees 46' 0"West 177.60 feet to Straightway North, the -`1- point of beginning. Said Land is shown as Lot No. 3 on a Plan of Land dated March 29, 1993, entitled 3 "Plan of Land in Barnstable, Mass. for James A. and Sylvia L. Walker". Said Plan is recorded in the Barnstable County Registry of Deeds in Plan Book 495,Page 98. WITNESS our hands and seals this day of December, 1995. ames A. Walker yL0 s •, Sy l . Walker r`:. ••• IAL , ?, COMMONWEALTH OF MASSACHUSETT'S N o it * •vi Barnstable, ss. a December , 1995 �,d '•;'Pe eI ,0 A Then personally appeared the above-named James A.Walker and Sylvia L. Walker and ��._,,•�.. acknowledged the foregoing instrument to be their frec act a d deed before me, No;W11LI 10*1.66 My Commission ires: V wa=deed BARNSTABLE REGISTRY OF DEEDS D1lONC�TlD1 C 17CA1[TRV Ar n�rww r DONALD F. HENDERSON, P. C. ATTORNEY AT LAW 776 MAIN STREET f HYANNIS, MASSACHUSETTS 02601-4389 506-7 75-1904 FAX NO. 506-775-1952 PLEASE REFER TO FILE March 30, 2004 N 0. Ms. Lynnette L. Walker C/o Karl's Boat Shop, Inc. 50 Great Western Road Harwich, Massachusetts 02645 Dear Ms. Walker: Enclosed is the proposed deed from your brother and mother to you of 60 Straightway (North), together with a copy of the deed to them recorded December 29, 1995 in the Barnstable County Registry of Deeds in Book 9994, Page 136, a copy of the tax assessment, a copy of the plan filed in Barnstable Plan Book 495, Page 98 and a copy of the Special Permit from the Barnstable Zoning Board of Appeals recorded-July 21, 1993 in Book 8688, Page'245. I note that the recorded copy of the:,Special Permit.doe-s.not have a completed Town Clerk's Certificate that no Appeal was filed within the twenty day appeal period. Per your instructions, I have not done a_title search on the lot. Per our telephone f conversation, I suggest you contact the Barnstable Building Inspector to determine-if Lot 3'is still I ,a buildable lot under the enclosed Special Permit.', �� n�C,t /� RW,�...t Enclosed is my bill for services rendered. Very truly yours, DONALD F. HENDERSON, P.C. By:. Donald F. Henderson DFH:djp Enclosure(s) li Ln r x C Postage $ u7 Certified Fee O ark O Return Receipt Fee �� Here (Endorsement Required) �� y C3 Restricted Delivery Fee O (Endorsement Required) o Total Postage&Fees � ru Sent To` �� ' O �.��ZO� . --- --- -�� =---'------------- � � [— Street,Apt.No.; _ or PO Box No. ----------- FIN—a -M— W I Certified Mail Provides: In A mailing receipt o A unique identifier for your mailpiece o A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: E:- n Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.F n Certified Mail is not available for any class of international mail. to NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail to For an additional fee,a Return Receipt may be requested to provide proof of delivery:To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811 to the article and add applicable postage to cover the fee'Endorse mailpiece,`Return Receipt Requested".To receive a fee waiver for a duplicate return receipt;a USPS postmark on your Certified Mail receipt is required. to FOan additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. i ature item 4 if Restricted Delivery is desired. �/�Agent ■ Print your name and address on the reverse X ~'�y "� � ❑Addressee so that we can return the card to you. B.iREkeived by(Printed Name) C. Date of Delivery a Attach this card to the back of the mailpiece, .1 or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No '-TAMES J ' W4LKt-Y-/..J IL oy—1N7 3. Service Type I5 ZCertified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ' 7 0.0 2 10 0 0. 0 0 0 5 0 7:81 €7 51'8 (Transfer from service label) f i i i , i PS Form,3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail - Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • TOM OF BARNSTABLE BOLDING I)MSION 200 MAIN ST. HYANNIS,MA 02601 o liltttt111if lit[Hit iff,!itittliitttiltt,t:i;liieltlf��„i,itl Town of Barnstable - Regulatory Services °-IKE�Oy, Thomas F.Geiler,Director ti Building Division * snxxsTnai a Tom Perry,Building Commissioner 9 ,3 q A 200 Main Street, Hyannis,MA 02601 m'ED MA'i Office: 508-862-4038 Fax: 508-790-6230 Notice of Zoning Ordinances Violation(s) and Order to Cease, Desist and Abate: James A Walker,Jr.and all persons having notice of this order. As owner/occupant of the premises/structure located at 60 Straightway North,Hyannis Map 271 Parcel 169,you are hereby notified that you are in violation of the Town of Barnstable Zoning Ordinances and are ORDERED this date,March 5,2004 to: 1. CEASE AND DESIST IMMEDIATELY,all functions connected with this violation on or at the above mentioned premises. SUMMARY OF VIOLATION: Violation of Town of Barnstable Zoning Ordinances:' 3-1.1(lA)Residential Districts 2-6.1(1)(3)Prohibited Uses 2. COMMENCE immediately,action to abate this violation. SUMMARY OF ACTION TO ABATE: Remove all violating materials from site by April 15,2004. And,if aggrieved by this notice and order,to show cause as to why you should not be required to do so,by filing an appeal with the Town Clerk of Barnstable,a Notice of Appeal(specifying the ground thereof) within thirty(30)days of the receipt of this order(in accordance with Chapter 40A Section 15 of the Massachusetts General Laws). If,at the expiration of the time allowed,action to abate this violation has not commenced,further action as the law requires will be taken. BSor r, David Mattos - Local Inspector CERTIFIED MAIL 7002,1000 0005 0781 7518 V/P �lL CG '�1 A✓ b !'/. Q/FORMS/viozonel. - - 14 2-6 Prohibited Uses ) 2-6.1 Application and Scope: The following uses are prohibited in all zoning districts: 1) Any use which is injurious, noxious or offensive by reason G of the emission of odor, fumes, dust, smoke, vibration; noise, lighting or other cause. 2) A tent maintained or occupied for living or business purposes, except as permitted in Section 2-5 . 1 (4) above. ,y (Changed by Town Council vote on 2122196 as item #95-194-by a 9 Yes 2 No roll call vote. ) 3) A trailer parked, stored or occupied for living or business purposes, ► except as specifically provided for in Section 2-5 herein. 4) Hotels and motels in precincts 1, 2, 4, 6, and 7 as existing j on November 9, 19B3, except in the IND LIMITED and IND Industrial Districts . h i I, i i, I' 15 SECTION DISTRICT REGULATIONS 3-1 Residential Districts ' 3-1 .1 RB, RD-1 and RF-2 Residential Districts 1) Principal Permitted Uses:i The following uses are permitted in the RB, RD-1 and RF-2 Districts: A) Single-family residential dwelling .(detached) . 2) Accessory Uses : The following uses are permitted as accessory uses in the RB, RD-1 and RF-2 Districts: A) Renting of rooms for not more than three (3) non-family members by the family residing in a single-family dwelling. B) Keeping, stabling and maintenance of horses subject to the following: a) Horses are not� kept for economic gain. b) A minimum of twenty-one thousand, seven hundred eighty (21, 780) sq. ft. of lot area is provided, except that an additional ten thousand, eight hundred ninety (10, 890) sq. ft. of lot area for each horse in excess of two (2) shall be provided. c) All State and local health regulations are complied with. d) Adequate fencing is installed and maintained to contain the horses within the property, except that the use of barbed wire is prohibited. e) All structures, including riding rings and fences to contain horses, conform to fifty percent (500) of the setback requirements of the district in which located. f) No temporary buildings, tents, trailers or packing crates are used. g) The area is landscaped to harmonize with the character of the neighborhood. h) The land is maintained so as not to create a nuisance. i i •Barnstable Assessing Search Results Page 1 of 2 ° Y 6 3 yP� ph i y;.z& s"X> x• .. ,,//��""�� � Y � 6. y Home: Departments:Assessors Division: Property Assessment Search Results r x 60 STRAIGHTWAY (NORTH) Owner: WALKER,JAMES A JR& Property Sketch Legend Map/Parcel/Parcel Extension No Sketch is available for this pal 271 /169/ Mailing Address WALKER,JAMES A JR& WALKER, SYLVIA L 726 FALMOUTH RD HYANNIS,MA.02601 2004 Assessed Values: Appraised Value Assessed Value Building Value: $0 $0 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $ 110,600 $ 110,600 Interactive Property Ma ap requires Plug in: Fil Totals:$ 110,600 $110,600 1 have visited the maps ms Fir: before Show Me The Map S April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: WALKER,JAMES A JR& 12/15/1995 9994/136 $ 1 WALKER,SYLVIA L 4/15/1993 8523/143 $ 1 WALKER,JAMES A 2102/240 $0 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $731.07 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax Hyannis FD Tax $224.52 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $21.93 Hyannis - 2.03 West Barnstable 1.36 Total: $977.52 Due to rounding differences these values may vary http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... 3/2/2004 Barnstable Assessing Search Results Page 2 of 2 Land and Building Information Land Building Lot Size(Acres) 0.8 Year Built 0 Appraised Value $ 110,600 Living Area 0 Assessed Value $ 110,600 Replacement Cost$0 Depreciation 0 Building Value 0 Construction Details - Style Vacant Land Interior Floors Model Vacant Interior Walls Grade Heat Fuel Stories Heat Type Exterior Walls AC Type Roof Structure Bedrooms Roof Cover Bathrooms Total Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage -UTQ Three Quarters Story(Unfinished) FCP Carport. 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'- .'�� A :,r; ) aQ „ J a • R� tHE r Town 721 �)LMWTVOPI o n of Barnstable Planning Division '�'� sn• MASS.iz, 230 South Street, Hyannis, Massachusetts 02601 9� 39. `0� Tel: (508)8624686 Fax(508)862-4725 ptFD MA'S A 1 `(9 �OKati V1�y, SMemo To: Peter DiMatteo,Building Commissioner From: Douglas Bill,Interim Principal Planner CC: Jackie Etsten,Art Traczyk Date: August 3,2001 Re: Commercial Use in a Residential District On Thursday August 2, 2001, I received a complaint from an abutter that co iaLactivities and/or ere occurring in a residential district RC-1 at a location identified Map 27 cels 008 d 169. Upon review of the ZBA files,I could not locate any authorized r commercial activitie on the lots identified. I am enclosing results of the research for your information which. • include the following: ZBA Decision 1993-027 Planning Staff Report(4/16/93) Petition to Vary Zoning (4/05/93) Floor plans&Sections(for 1993-027) Location Map(Map 271 Parcels 008& 169) Current Assessors'cards ANR endorsed plan (6/28/93) Should you require further information or assistance, please call 4679. 74 ,r y 1 TOWN CLERK RK E -h T 8 ;".'.A Town of Barnstable BAR. .F • Zoning Board of Appeals variance - Bulk Regulations, minimum-9 inimum of sizee Decision and Notice Appeal No. 1993-27 Summary: Granted with. Conditions Appeal No. 1993-27 Applicant: James A Walker Address: 726,. Falmouth' ls Road-(ao 30 straight Way-:North) Hyannis;_:MA_02601. , Property Location: 30 and 60 straight Way North, Hyannis, MA 02601 Assessors Map/Parcel: 271/008 and 169 Zoning: RC-1: Residential C-1 District Overlay District GP: Groundwater Protection Applicants Request: variance to section 3-1.1(5) Bulk Regulations, Minimum Lot size Activity Request: To permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the required minimum lot area of 1 Acre. Procedural Provisions: Section 5-3.2 (3) variances: Background: This decision concerns the petition submitted by James A Walker, who appealed to the Zoning Board of Appeals for a variance to the Section 3-1.1(5) Bulk Regulations,, Minimum Lot Size to permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the . required minimum lot area of 1 Acre. According to the Assessors Records,, the area of this division is presently two lots. Assessors Map/Parcel No. 271/008 is 1.70 acres and fronts 160 feet on Route 28 and 514+/- feet on to straight Way North. It is developed with a one and one-half story, 2,464 sq.ft. single family dwelling and a detached garage measuring 30 feet by 50 feet (1,500 sq.ft.) The home was built about 1970 and the garage in 1982. The second lot is Assessors Map/Parcel No. 271/169 is 0.88 acres and fronts 197+/- feet on to Straight Way North.. It is presently vacant land. The applicant has requested a variance to permit division of the total land area of 2.63 acres into three lots, two of which will be undersized by • approximately 8,785 sq.ft. or 20% less then the one acre requirement for the district. A sketch plan for the proposed division prepared by Ed Kelley and Decision and Notice Appeal No. 1993-27 dated March 29, 1993, was presented. It met all other district requirements for division of the site. • The locus has public water and sewers are available in the area. Procedural summary: The application was filed in the office of the Town Clerk and at the Zoning Board of Appeals office on April 05, 1993. A public hearing, duly noticed under M.G.L. chapter 40-A, was opened on April 22, 1993, at which time the hearing was closed and a decision rendered. The petition was heard by Gail Nightingale, Elizabeth Nilsson, Dexter Bliss, Gene Burman and Chairman Richard Boy. Attorney Gary Blank represented the applicant, James Walker, who was also present. Attorney Blank discussed the history of the parcels explaining that the land had been in the Walker family from the 1950s. James Walker constructed his residence during the 1960s and had intended to divide the . remaining area of the lot. It was Mr. Walkers intent to provide building lots for his sons. Attorney Blank discussed the size of surrounding neighborhood lots most being smaller in size then those proposed in this division of land. He concluded that this proposal would not be detrimental to the neighborhood and will blend in well with the character and aesthetics of the existing neighborhood. Attorney Blank also cited that not granting of the Variance would create a financial hardship to the family. Attorney Blank noted that Variance conditions, as required in MGL Chapter 40 A, section 10 are established by the shape and size of the available land and by the raised level of the fronting roadway. The Board questioned whether the existing garage would be closer to the setback line than what is allowed. Attorney Blank responded that all existing structures would conform to the required setbacks for the district. No one spook in support or opposition to the petition as presented, however, Mr. & Mrs. McMann explained that they were present merely to inquire what was being requested. Finding of Facts Based upon the evidence presented and the testimony given at the meeting of April 22, 1993, the Zoning Board of Appeals unanimously finds as follows: 1. The lots proposed and illustrated on the sketch plan submitted and numbered 1, 2 and 3 are substantially larger in area then existing surrounding lots in the neighborhood. 2. The applicant has described the topographic changes that satisfy the conditions for granting of a Variance under MGL Chapter 40 A, section 10. Testimony represented that the road was raised in relation to the lots during reconstruct of the roadway. Decision and Notice Appeal No. 1993-27 3. The applicant has presented information that there would be substantial financial hardship for the family if the owner could not subdivide the land to provide lots for his children to build homes on. 4. Allowing lots as proposed, one being in compliance with the one acre zoning for the district, and the other two (2) approaching 35,000 sq.ft. each would not be substantially detrimental to the neighborhood nor would it substantially derogate from the purpose and intent of the Town of Barnstable Zoning Ordinance. Conclusion: Accordingly based upon the findings, a motion was duly made and seconded that, Appeal No 1992-27 be granted subject to the following conditions. 1. The petitioners shall divide the land as presented and as represented in the plan submitted and prepared by Ed Kelley dated March 29, 1993. The vote was as follows: Aye: Gail Nightingale, Elizabeth Nilsson, Dexter Bliss, Gene Burman and Chairman Richard Boy Nay: None Order: Appeal No 1993-27 is granted for a Variance from Bulk Regulations, Minimum Lot Area Required. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. This variance must be recorded at the register of Deed and the petitioner has one year in which to exercise the Variance. Any person aggrieved by this decision may appeal to the Barnstable Superior Court, as described in Section 17 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by bringin_g:.an action within.twenty days after the decision has been filed in the office of the Town Clerk. Chairman il I, J A� C_ CA lfo o �� , Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day of 11�1; 19 '?3 under the pains and penalties of perjury. _ Distribution: C � Property Owner Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals Town of Barnstable Planning Department Bulk variance - Minimum Lot Size Staff Report - Appeal No. 1993-27 Date: April 16, 1993 To: Zoning Board of Appeals From: _ Art raczy , Principal Planner Application Summary Appeal No. 19-9=3-23 Applicant: James, A,Walker Address: 726 Falmouth Road (also 30 Straight Way North) Hyannis, MA 02601 Property Location: 30 and 60 Straight way North, Hyannis, MA 02601 Assessors Map/Parcel: 271/008 and 169 Zoning: RC-1: Residential C-1 District Overlay District GP: Groundwater Protection Applicants Request: Variance to. Section 3-1.1(5) Bulk Regulations, Minimum Lot size Activity Request: To permit two (2) existing lots totaling 2.63 acres to be redivided into three lots, two of which will not conform to the required minimum lot area of 1 Acre. Procedural Provisions: Section 5-3.2 (3) variances: Background Information: According to the Assessors Records, the area of this division is presently two lots. Assessors Map/Parcel No. 271/008 is 1.70 acres and fronts 160 feet on Route 28 and 514+/- feet on to Straight Way North. It is developed with a one and one-half story, 2,464 sq.ft. single family dwelling and a detached garage measuring 30 feet by 50 feet (1,500 sq.ft. ) The home was built about 1970 and the garage in 1982. The second lot is Assessors Map/Parcel No. 271/169 is 0.88 acres and fronts 197+/- feet on to Straight Way North. It is presently vacant land. The applicant has requested a variance to permit division of the total land area of 2.63 acres into three lots, two of which will be undersized by 1 Staff Report - Appeal No. 1993-27 Bulk variance - Minimum Lot Size approximately 8,785 sq.ft. or 20% less then the one acre requirement for the district. The locus is east of Whitehall Estates subdivision in Hyannis. Town water and sewers are available in the area and most surrounding lots are about a third of an acre. one of the subject lots, Lot No. #271/008, was part of the 1991 proposal to rezone the area from residential to HB, Highway Business. That rezoning was rejected by Town Council (TC Item #91-53) . Applicants Proposal: The applicant has submitted a sketch plan for the proposed division that meets all of the district requirements for division of the site through the Approval Not Required (ANR) process (by the Planning Board) except for the minimum area requirement. The reason for this request was given as providing each of two sons with a house lot. Architectural plans submitted, illustrates a one and one-half story cape structure with an exposed basement to be developed on each of the undersized lots. The homes each contain 1,512 sq.ft and are to have four bedrooms and two bathrooms. The existing home and garage on the corner lot of Straight way and Route 28 are to remain, but that lot is to be reduced in area from 1.7 acres to 1.2 acres. DEPARTMENTS COMMENTS: Section 5-3.2 (3) of the Zoning ordinance and section 10 of Mass. General Laws (MGL) Chapter 40A require that the Board be provide with facts which justify the granting of the relief sought. The applicant should be prepared to present the circumstances relating to soil, shape, or topography which justifies the granting of this relief and should also be prepared to substantiate that the granting of the relief will not be in detriment to the neighborhood nor derogate the intent of the Zoning Ordinance. if the Board should fine to grant this request for a variance, it may want to consider access to the site from Route 28 via Straight Way North is limited at this location. The right-of-way is partly closed and the roadway is unimproved. To assure adequate access, the Board should consider 1. require the applicant to secure access to the proposed lots via Whitehall Way and McGee Drive, or 2. require the applicant to secure and improve the access of Straight way North to Route 28. Given that an ANR plan can not be conditioned at the Planning Board, any conditions would have to be provided for in the variance. cc: Joseph DaLuz, Building Commissioner George Zoto, Planning Board Chairman 2 f doll- B riva TOWN OF BARNSTABLE ape,,t639. \� TM- _ q PETITION TO VARY THE ZONING W '93 A -5 Mao Appeal # " —ea Date filed with Hearing dat Town Clerk Decision due The undersigned hereby petitions the Barnstable 'Zoning Board of Appeals to vary, in the manner and for the reasons hereinafter set forth, the application of the zoning bylaw: I Petitioner Name: James A. Walker Te1 : ( 508) 775-0100 Address : 726 Falmouth Rd. , Hyannis, MA 02601. 2 Owner Name: James A. Walker Tel : Address : 726 Falmouth Rd. , Hyannis, MA 02601 3 How long have you owned the property: d If petitioner is different from owner, state nature of interest : - 5 Location of proper--ty -_ = t �� +_;-: , r: i With OWn t1 tE-r r_.. /_ .' O r _ 6 Assessor 1 - a - s ma r � , , i p Lot �s 7 Zoning district: a Number of buildings on lot ::e Tota! floor area 9 Present use of premises 10 Proposed use of premises and extent of proposed construction: 1%,- 1 �I Has Building Commissioner refused a building permit : yes ; no :,. . . 12 What section of the zoning bylaw do you ask to be varied: 13 State your reasons for requesting a variance : - i' Vd^etc ,r. -- to :-r,1V j t-- of rr,e: '� nrr -house 'Icts . 14 IMPORTANT - All variance petitions must include the following information, drawn to scale, with the petition form: l the dimensions of the land; 2 the. location of existing buildings on the land; 3 the exact location of the improvements sought to be placed on .the land. Petitions filed without such plans will be . returned without action by the Board of Appeals . Respectfully submitted ( signature) /' �� `�/'��t'--J (date ) l �` _ JW 10 lK11L •• �'• (" Iy Z j�a"�'v�'a ��� _ �GCIQ�I� 4 �a .ice. _ �i r ..- •� { X. 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' ••_"=•;:: -moo ..•• a 41 - •-.: :�.r.;l•€�•.�•:f�: � it ^•♦���,.a fir:,- _:.: :,,F i 14 a( �' ' ► a'- `� �� o ��a 1 L .3e.c M272 /As' ,L *6L le y`.yc9 E c 44 ® ® J y r.,. ^� . ° 3d 6 -sAc M3; 1 rr J M2-tiC� iM2 I h2'1� ' H 0 H �• . sou a is r 1 39 s 1zs 1 •.,_ Mr-GEE' DRIVE APP 3-141) `lo on 26 �s JZ5 lzff ea 41 ` :.0 ej I 16 ' 234 s 233 .34AG 36-4 6.3 r:-2 � - �� y e3 34At 3A.AC, g4 34K .34AC 1� 21.0 2 J1 , AC r 1 K 13 © © 1LS lot12S a0 et N�110 ^� 161 I 42f IIt. .. b-1 /J • 21 L ] 010= 3r i 9l © w 414 O i 23 J`'� I 9 .44AC. o 4-S � r.1c ..,.� . 1n / 4ZAL + -- ± x 11 F r 9 / ' 0 w O © Sr,,C j <.�....1 O / X Guy rLr z �: t 9 r ' / u • 10 I auh 1 let4-2 4l ►C 0 FI 1.1k �� 64AC r I 4 r.c -45AC- ,� m u .43,E Q g?I© © ,°.aa.lec� M iZ7 e ° �°� ifs I /as .57.c q, 1 f2.G ...i •o -,r .27^t pt et•L too 63 4e•s. p e7 !z ,. 44.1 st 70,C ,o Y f..: ,� t,.0 n 93 o.o f E 93 w3„C '� ` C U as r : v0 !1 7 a e 1.•, e6 •�.: 4•-L= r r e4 9Q d O 92 6OAC.8 96 K 1.56•C � `0 ql-S - e .Z6� 4Y� • O /� 8 .ark-si PAC E� • , O � el .y 9t ..• �— = es p.iyA& (DI ',1►sl , t 91 2• - !oa_ 09K •ia,. �►je tl.� JPAC qe 7 So 69 © J 9 I• o .202r ��- /O 90 O C _?0 !a 21... 8 Property Locati�0 STRAIGHTWAY(NORTH) MAP ID: 271/008/001� ' Vision ID: 20336 Other ID: Bldg#: 1 Card 1 of 1 Print Dat&3/2001 CURRENNT OWNER TD O , LTI1177ESx rSTRT%B4OAD. I OCATCON. ,„ ... ... CCTRREN 7 ASSErS' 1�1'T..,. ', . ..._.PA a .. �y..,. WALKER,SYLVIA L Description Code Appraised Value Assessed Value ES LAND 1010 54,500 54,500 801 26 FALMOUTH RD RESEDNTL 1010 131,100 131,100 YANNIS,MA 02601 t ,,SUP�'CEMENTI��7�7A ESIDNTL 1010 29,100 29,100 Barnstable 2001,MA .. ccount# 438967 Plan Ref. Tax Dist. 400 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT 1 Notes: DL 2 GIS ID: Totall 214,7001 214,700 ; � P � ..�._, :. . _.,. . .... �, -, ... ��. REVXOUS" E- E' ITS H S 3 RECO .O ..OWNERSHIP, . �.: BK VUL/PAGE._."SAZEDA• E� lu v/r SALE�PItICE V.,C. ..� .�, .. _ , WALKER,SYLVIA L 8523/151 04/15/1993 U I 1 F Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value 2000 1010 37,400 999 1010 37,400 t998 1010 37,400 2000 1010 106,500 1.999 1010 106,500 998 1010 106,500 2000 1010 29,900 t999 1010 24,000 t998 1010 24,000 Total. 173,800 Total. 167 900 Total. 167,900 .•„ � �EXEMP3TQNS fin.._. w�� , � � OTHERASSESSMENTS ..... ';_:'. This signature acknowledges a visit by a Data Collector or Assessor Year T e/Descri tion Amount Code Description Number Amount Comm.Int. �? „�A!PP, ISE�DYiILUE SUM AItY� Appraised Bldg.Value(Card)^ 129,000 Appraised XF(B)Value(Bldg) 2,100 Total: Appraised OB(L)Value(Bldg) 29,100 ppraised Land Value(Bldg) 54,500 Special p cial Land Value . Total Appraised Card Value 214,700 Total Appraised Parcel Value 214,700 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 214,700 ._... w : s, .. ..,.. . a W, W CHAN III TO Y,s: � �� ,•,. BUILDING,PERMIT.RECORD G . S , ,� Permit ID Issue Date Tvpe Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Ca. Purpose/Result 8/15/1989 ML Th B# Use Code Description Zone D rontajze Depth its Unit Price I.Factor S.I. C.Factor Nbad. jAd'... Notes-Ad YS ecial Pricin Ad Unit Price Land Value 1 1010 ingle Fam RCl 4 1 1.00 AC 100,000.00 1.00 5 0.90 50AC PCL(1.,U10)Notes:10 1BLD( 54,000.00 54,01 1010 ingle Fam RCl 4 0.04 AC 95,000.00 1.00 5 0.90 50AC PCL(.04,U11)Notes:11 1RES 13,500.00 500 Total Card Land Unitsl 1.04 AC Parcel Total Land Area: 1.04 AC Total Land Valu 54,500 `Property'Locatioft STRAIGHTWAY(NORTH) MAP ID: 271/008/001//• Vision ID:20336 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 08/ 01 Element Cd. Ch. Description Commercial Data Elements Style/Type 4 Cape Cod Element Cd. Ch. Description Model 1 Residential eat&AC UST 26 Grade - Average Grade Frame Type 99 Baths/Plumbing 26 Stories 1.5 1 1/2 Stories 26 Occupancy 0 CeilingfWall ooms/Prtns Exterior Wall 1 14 Wood Shingle /o Common Wall 2 all Height 0 GAR 20 Roof Structure 3 able/Hip Roof Cover 3 sph/F GIs/Cmp cov s e D3ILEvna f Interior Wall 1 5 Drywall _ ��� 26 2 Element Code Description Factor FO BAS 24 nterior Floor 1 14 arpet Complex 5 2 Floor Adj Unit Location 161616 1 Heating Fuel 04 Electric Heating Type 09 Typical umber of Units 5 24 C Type 01 None umber of Levels 40 /o Ownership 13 Bedrooms 05 5 Bedrooms Bathrooms Bathrooms OS fM 1t ET VALUz( ION 0 2 Full Unadj.Base Rate 0.00 FHS Total Rooms 8 8 Rooms Size Adj.Factor .95139 20 GAR 2C 3 BAS 2 rade(Q)Index .93 BMT ath Type Nbhd Adjustment 3.09 Kitchen Style Adj.Base Rate 1A) 44,989 13 Bldg.Value New 970 40 Year Built 1984 ff.Year Built 16 rml Physcl Dep uncnl Obslnc ;MIXEI),lf con Obslnc da Spec].Cond.Code Code scrintinn Percentage 1010 Single Fam 100 veer /o 9 Condo Overall Cond. 129,000 eprec.Bldg Value p, AtOTl1"BUILDIN AEMS{L)/XF�BTILDINGEIRA� AA RES`t Code Description LIB Units I Unit Price Yr. Dp Rt %Cnd Apr. Value BRR Bsmt Rec Room B 500 5.00 1984 1 100 2,100 SHED Shed L 96 8.00 1970 1 100 500 FGR2Garage-Avg L 1,500 25.00 1975 1 100 28,100 SHED Shed L 96 8.00 1970 1 100 500 Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 1,424 1,424 1,424 53.09 75,600 BMT Basement Area 0 1,040 208 10.62 11,043 FHS Half Story 728 1,040 728 37.16 38,650 FOP Open Porch 0 80 16 10.62 849 GAR Attached Garage 0 780 273 18.58 14,494 UST Utility Enclosure 0 234 82 18.60 4,353 Til. Gross Liv/Lease Area 2,152 4,598 2,731 Blde Val: 144,989 Property Locati�0 STRAIGHTWAY(NORTH) MAP ID: 271/008/002� ' Vision ID: 20337 Other ID: Bldg#: 1 - Card 1 of 1 Print Dat 3/2001 CCIRRETLOCAFTION ,_ . __ �>map CURREN, ASSES�SNIE� ,�•�:��•. a� -.v WALKER,RICHARD A Description Code Appraised Value Assessed Value (IWALKER,LAUREN RESLAND 1010 54,000 54,000 �40 STRAIGHTWAY NORTH SIDNTL 1010 140,800 140,800 80l YANNIS,MA 02601 y Barnstable 2001,MA � SIIPPCEMElY,TAL DATA ecount# 438976 Plan Ref. 495/98� » Tax Dist. 400 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT 2 Notes: DL 2 GIS ID: Totall 194,8001 194,800 n w: ' ". ... .:3 i '. ;: :: :'t" ';:` :3x f o�.,' ,.,:.3 x£. I (7 ASL7 �S .... , It.>�'GORD�O,��,O[3�NERSHIP..,. ,�:.,�. �.I4K,�OLl�AGE. SASE DATE /u,,,y/�,»SAZ�'P.R���' Y:(C:., _. ,,,�,,, .» .��,•�, .. � .. , WALKER,RICHARD A 10927/176 08/29/1997 U V 1 IA Yr. Code Assessed Value Yr. I Code I Assessed Value Yr. Code Assessed Value WALKER,RICHARD A&SYLVIA L 9994/135 12/15/1995 U V 1 A 2000 1010 36'2001.999 1010 36,200 998 1300 36,200 WALKER,SYLVIA L 8523/151 04/15/1993 U I 1 F 2000 1010 117,200 t999 1010 29,300 Total: 153,400, Total: 65,500 Total: 36,200 This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 140,800 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 0 ..3 , . �' ,,� Special Land Valuesed Land (Bldg) 54,000 NINES -: ', '�; 3 Total Appraised Card Value 194,800 Total Appraised Parcel Value 194,800 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 194,800 _... .. _ ,., ... B UILDIN`WPERMIT RECO ;." r_.._....: .,g„�': 33 » ��'a:•• 3 N � ,�_.. :-VISIT/CHANGE H STORY ._ w_._�. s�.£: ... .._.,:,.:; .W. .` , .,•dl��„'�-'.�_. � :.?'�.: x...,.�.a..,.........�...... G.�... .. .�... ,. �..W,I .....- s€�s a .. .' ..,.. �.ya .. .. ..�,,.�. .... ._. - __..<...�._...,. _. .�.....�., � _.w --_- , Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 27367 11/26/1997 DW New Dwelling 73,600 1/1/1999 100 7/21/1998 LK 01 eas/Est • z . ... . ,,:.,, � .._ B# Use Code Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad Notes-AdYS ecial PricinjZ nit Price an Value 1 1010 Single Fam RCl 4 1 0.80 AC 113,000.00 1.00 5 1.00 50AC 0.60 PCL(.80,U10)Notes: 67,500.00 54,000 Total Card Land Units 0.80 AC Parcel Total Land Area: 0.80 AC Total Land Valu 54,000 'Proper1j7Loca1ioJ&STRAIGHTWAY(NORTH) MAP ID: 271/008/002//• Vision ID:20337 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 08/0 01 y IN Element I Cd. Ch.I Description Commercial Data Elements Style/Type 04 Cape Cod Element Cd. Ch. Description Model 01 Residential Heat&AC Grade C Average Grade Frame Type WDK 28 Baths/Plumbing tories 1.5 1 1/2 Stories OccupancyCeiling/Wall 10 10 ooms/Prtns Exterior Wall 1 25 Vinyl Siding /o Common Wall 28 2 all Height Roof Structure 3 able/Hip 44 Roof Cover 03 sph/F GIs/Cmp COftO/M�BILHOME�DATA � " Interior Wall 1 03 Plastered Element Code Description F actor 2 Interior Floor 1 14 Carpet Complex 2 12 Hardwood Floor Adj Unit Location eating Fuel 3 as FHS Heating Type 5 Hot Water Number of Units BAS C Type 1 None Number of Levels 28 BMT 2 /a Ownership Bedrooms 3 3 Bedrooms Bathrooms 1.5 2 1/2 Bathrms yCOT/MARIBET t/4lUATION„ „ 1 2 Full+1H Unadj.Base Rate 0.00 Total Rooms Rooms Size Adj.Factor .98226 Grade(Q)Index 1.04 Bath Type bad Adjustment 1.29 Kitchen Style Adj.Base Rate 145,135 44 Bldg.Value New 1997 Year Built A)1997 ff.Year Built rml Physcl Dep uncnl Obslnc 1`3 ._.. ': IXFDUSE .., con Obslnc peel.Cond.Code 1010 Single Fam 100 veer /o 7 Condo Overall Cond. 140,800 eprec.Bldg Value OB 0R7""V INC&YARD I EMS L ! BCIl�Dl1YGEXTRA FLU T CU ES B t....'- ,Mt Code Description LIB Units Unit PriceW Yr. D_Rt %Cnd Apr. Value ,;BVILDINGSITBREASU1tifAR1E(TI() _..., .. ... Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 1,232 1,232 1,232 61.29 75,509 BMT Basement Area 0 1,232 246 12.24 15,077 FHS Half Story 862 1,232 862 42.88 52,832 WDK Wood Deck 0 280 28 6.13 1,716 D1. Gross Liv/Lease Area 2,0941 3,976 2,368 Bld Val: 145,135 Property Locad STRAIGHTWAY(NORTH) MAP ID: 271/169/// • ' Vision ID: 20556 Other ID: Bldg#: 1 Card 1 of 1 Print Dat*3/2001 CCIRRETO.., ER TOP,O„„v UTILITIES STRT/ROADL®CATION ,H� URRENTASSESSENT t , ALKER,JAMES A JR& Description Code 1APDraised Value Assessed Value WALKER,SYLVIA L RESLAND 1300 54,000 54,000 26 FALMOUTH RD 801 YANNIS,MA 02601 \\ Barnstable 2001,MA ., SE5a �LEMEKTAX3 ccount# 181181 Plan Ref. ax Dist. 400 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT 3 Notes: DL 2 GIS ID: Total 54,000 54,000 x ,vF. ::�. s .�., x k:...<:':_ '::�':: 0 f'i x.. \... ,.3'.. .::' f r +1:• 3 N F:Oii'NERSHIP• . . K VOI✓PA.GE,.'SUuDA.TE, /u.:;,v/a SALE.PRICE VC PREYIOUS,AS`SESSMENTS HISTORY.: WALKER,JAMES A JR& 9994/136 12/15/1995 U V 1 A Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value WALKER,SYLVIA L 8523/143 04/15/1993 U I 1 F 2000 1300 36,200 1999 1300 36,200 998 1300 36,200 WALKER,JAMES A 2102/240 Q 0 Total: 36 200 Total: 36,200, Total: 36,200 r . ,_ .. u� �7FIERAS'ESSMEhTS, �.,,3 This si nature acknowled es a visit b a Data Collector or Assessor ,. EMI'T101' � g g Y Year TypelDescription Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 0 �.� Appraised Land Value(Bldg) 54,000? - NOTES 3k aw Special p cial Land Value Total Appraised Card Value 54,000 Total Appraised Parcel Value 54,000 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 54,000 �. „ ; ,,, ,� U DING PERMIT RECO ' ., ;,, S.IT✓CHANGE H STORXt £,£;, £ ,�.;-'; Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result L ^ice "4 Vag B# Use Code I Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Adj. Notes-Ad%S ecial Pricing Adf. Unit Price Land Value 1 1300 Vac Land RCl 4 1 0.80 AC 1139000.00 1.00 5 1.00 50AC 0.60 PCL(.80,U13)Notes:13 1VA( 67,500.00 54,000 Total Card Land Unitsl 0.80 AC Parcel Total Land Area: 0.80 AC Total Land Valugi 54,000 'Property Locatiolft STRAIGHTWAY(NORTH) MAP ID: 271/169/// • Vision ID:20556 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 08/0 01 " � .�.S,KETCH _ � man . Element Cd. Ch. Description Commercial Data Elements Style/Type 99 Vacant Land Element Cd. Ch. Description Model 00 Vacant Heat&AC Grade Frame Type Baths/Plumbing Stories OccupancyCeiling/Wall ooms/Prtns Exterior Wall I /o Common Wall 2 Wall Height Roof Structure Roof Cover �'� CONDO/MOBILE HOME DAT�� nterior Wall I 2 Element ode Description actor nterior Floor 1 Complex 2 Floor Adj Unit Location Heating Fuel Heating Type umber of Units C Type umber of Levels /o Ownership Bedrooms athroomsCOS7'/MARKET VALUATION, „ nadj.Base Rate 1.00 Total Rooms Size Adj.Factor 100000 Grade(Q)Index .00 Bath Type Nbhd Adjustment .00 Kitchen Style Adj.Base Rate Bldg.Value New Year Built ff.Year Built rml Physcl Dep uncnl Obslnc con Obslnc �'•; M„3E SSE pecl.Cond.Code Code Descrimion Percentage 1300 Vac Land 100 pecl Cond% Overall%Cond. eprec.Bldg Value OB-OUTBUILDING& YARD ITE L lX $ ILDCsE�' E"�. .,.W, _ _ .. �.. � .- �. .. .. x. Code Description LIB I Units Unit Price Yr. Dp Rt %Cnd Apr. Value �'°w•_„��, �...... _ . .. B UILDIIYG SUBA�2�EftrSUMMARY,�ECTTOIV _ �: `;: .� ;,: ';:: Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value Ttl. Gross Liv/Lease Area 0 0 0 Bld Val: _ - - - (�; •b3�E LOT 6 JOSEW E MW.CMA"OM•JR. _7Zecc 9K.1496 06.917 LOCUS MAP SCALE 1%1000' / - ZONE RC-I /� LOT 0 -:- MINIMUM FRONTAGE• FT. _ I { �, LEWISMI A.PSAROCOSTA -MINIMUM AREA•43, SO.FT. / LOT a 9K.31O6 PSAROCOSTA ' :ASSESSORS MAP 271 K.]I P6,N0 PARCELS AND 164 \ / F O' MINIMUM SETBACK REdUIREMENTS: / / LOT 8 t. 9 s b ryry FRONT YARD 30-FEET ` 0? SIDE YARD 15 FEET REAR YARD IS FEET v LOT 4 Q - F ry ARTHUR H.CAHOON Q / \ Q 60 _ N 0. y NOTE- THIS PROPERTY IS LOCATED WITHIN THE GP GROUNDWATER PROTECTION OVERLAY DISTRICT. NOTE-SEE TOWN OF BARNSTABLE ZONING / \ BOARD OF APPEALS VARIANCE 1993-27 / •� APPROVAL UNDER THE SUBDIVISION CONTROL ELAN LOT 3 LAW NOT REQUIRED. b OAVIS // e C/O THE ps.2 60 CO-.-• +. '... sa- ,' OK.5462 Pa,20 DATE . ' 102- 9_AWNSTABLE PLANNING BOARDNO ' PLIANCE WfflH THE ZON NG�ORD ORDINANCE REQUIREMINATION AS TO MENTS HAS HAS BEEN MADE �� ��• OR INTENDED BY THE ABOVE EN OORSEMENL / - 4(4,Y� y rLOT 2 JEtNNE C.HAmNaMN 10T / TRUi 61' Pa'.2 3 PLAN OF.LAND IN BARNSTABLE , (HYANNIS) MASS. ... . FOR Sao. a JAMES A.ANo SYLV/A L. WALKER / MARCH 29, 1993 0 40 80 120 / / • ' q ` SCALE IN FEET III'-40' • r Roil CUMMAOWO SURVEY INC. / = O S/y is/7 t95 46 COLLIE LANE N / i a CUMMAOUID,MASS.. • i 4) I \�` •/@qE T WAM OWNERS— JAMES A.AND SYLVIA L. WALKER 1 CERTIFY;RTIFY THAT_THIS P 726ALMOUfH ROAD _LAN.CONFORMS W �e d HYANNIS,MASS. 'WITH THE RULE,Sr.ANO REGULATIONS OF =ti � •.' � � �• rs t ' THE. REGISTER OF.DEEDS. MARCH 29. Z - r•-::._ 1993 �""•'"L �: '��• \ , � _ ! ROUTE 28 � a IEG.PROF LAND SURVEYOR` ! i DEED -REF.= BOOK 2102 PAGE 240. .ty BOOK'1264 ':PAGE,1042 ST7V5'09'W 161.74 CS(FND) I n .r RTAT'F Hin" " FA I MAI 1 rU 4 f e e e e e e e e e e e e e e • L�ji 4 4 4 4 4 4 4 4 4 4 4 4 4 'n 6,A 6'A b'n b'A Q'n /6'n 6'A Q'n 4'A 6'A 6'A Q'A b'A RIGHT ELEVATION "NOTE: DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. ry) 2x8 SILL PLATE 2 1/2" TOP OF BOLT GR056 6ECTI0N FOUNDATION GENERAL NOTES: i L `1 . Concrete slabs on grade shall have contraction joints with a depth NOT SCALED ' of at least V4 the slab thickness. These shall be spaced not more 1 than 30 feet in each direction. Contraction joints shall be placed where T !,offsets are more than 10 feet. st;ontraction joints are not required where 6 x 6--6/6 welded wire fabric for equivalent is placed at mid-nth of the slab. [ 3605.3.1 1 4 1/1`1 -�2 The ultimate compressive strength/of concrete foundations at 28 days 6- ishall be not less than 3,000 lbs./sq. in. Table [ 3604.2.2 1 i L 43-, Foundation walls shall extend at least 8" above finish grade.[ 3604.4.1.3 4: The bottom of any point of a_foundation shall be a minimum of 4'0" ' below finish grade. [ 3604.3.1 ; 5. The exterior surfaces of concrete and masonry foundations enclosing basements shall i be damp roofed. 3[ 604.6.1 ] =6. Wall pockets: Ends of wood girders entering masonry or concrete walls a shall be provided_with 1/2" air space on top, sides and end unless approved aurable or treated wood is.used. r3603.22.4.4 1 FINISH GRADE _ -1 7. Studs in framed kneewalls shall be 14" minimum in length and when the =11 1/2" X 10" ANCHOR BOLT &'-O" O.C. AND i — ME EACH 4"MINIMUM / 12" MAXIMUM FROM ENDS OF t kneewall is greater than 4'0" in height it shall be of the size required 111=1�1= EACH SILL PLATE i=III=Ii for an additional storv.Kneewalls shall be thoroughly and effectively cross-braced. [ 3606.2.8 & 3606.2.8.1 1_ 4 ______ -_______________ 8.Foundation anchor bolts shall be a minimum of 1/2" in diameter. They shall have a minimum embed of 8" in poured concrete. = =There shall be a minimum of two anchors per section of sill plate. —. , INTERIOR GRADE MAY BE EXCAVATED DOWN Anchor bolts shall be- laced 12" inches from the end of each section of plate II TO TOP OF FOOTING TO PROVIDE CLEARANCE ° 8 TO Jolsr5 Maximum space shall be 6'0" on center. [ 3604.10 1 1(0" r�e_ veS `sh�e 44'-0" 2'-011 4'-011 15'-011 4'-011 19'-011 3' 1 011-W ' LL CROSS SECTION OF 3'10"WALL ^. 11 ' 7IWAL 7' 9" DROP P FROM T.O.F. 11 ' 7" WALL `V\ 4'BASEMENT FLOOR IS TO BE - --- - - -- - - - --- I ---- ----- --- -- -- --- - - -"-"'--'-'-'"--------"------ - POURED OVER 4'x4'SHELF 'v v v --------—------------ -----------�-----------------------�-------------- ,____o__v_ _______o__o__v____o__o_____________ a. 7' 7" WALL 7' 7" WALL Ds 4' 0" DROP 4' 0" DROP FROM T.O.F. FROM T.O.F. _ NOT TO SCALE MAX. CLEAR SPAND= 10' 6" J D G 6-1 1/2" 10'-611 10'-611 8'-1 7/8" 7'-4 5/8" Q FOUNDATION CROSS SECTION / NOT TO SCALE ADJUST HEIGHT SO THE I 1 I I i _ _ __ _ __ _ — _ REBAR WILL NOT --- - T--6-- T- ---- - - - - - -O--r - - - - -- 0— r —O—I-- ! ; i INTEREFERE WITH THE CV p L--------'I ' L-______ _I 1 ' � .' - N BASEMENT WINDOWS _ CENTER LINE/ MANDATORY OF MODULAR LOCATION o. HOME ABOVE I (2)#4 REBAR i REBAR IS TO RUN °° LU o° LU CONTINOUSLY IN ALL w w LALLY COLUMNS.& PADS CY) _ FOUNDATION WALL 3 1/2'' Dia. Lally Columns o AND FOOTINGS z z J ti J I 1 With 36" Wide x 10" Deep C) ,o o concrete pads ; <. ; °° " I W w — . I 1 W 1 1 0 ° c> i I Z4" Z _ t >p L________________________________________________________________________ ____________________________________________________I E i - O O o o o 0 0 °° i� o L ________________________________ ___________-____-_____-______-_ ___ __________--_______-__- _,_-______-_-__________________ 00 00 - - - -- M FRONT 7' 9" WALL ° J ° J ° J 44'-0" CONCRETE BASEMENT LOOR TO BE POURED FLUSH WITH TOP OF FOOTING FOUNDATION PLAN NOTE: ,,/ THIS FOUNDATION LAYOUT IS SUGESTED ONLY. FOUNDATION L. WALKER Go Modular Inc. ACTUAL ELEVATIONS OR SIZE OF WALLS 8" Concrete Wall RETAINING WALL(S) TO BE Custom Modular Homes OR FOOTINGS MUST BE ADJUSTED TO DETERMINED AND CONSTRUCTED HYAN60 R STRAIGHTWAY N. 1125 State rd. SITE OR SOIL CONDITIONS OR ANY OTHER 7'9" / 117' / 77' / 3'10" Pour APPLICABLE TOWN OR STATE REQUIREMENTS 10" Dp x 16" W Cont. Footing_ ACCORDING TO FINIAL GRADE ELEVATIONS DWN.BY. CHECKED BY SCALE: Westport Ma. CONSULT YOUR SITE PLAN ENGINEER. ROBERT SAKI 3n5"=rr 1_508-636-7722 DATE: June 10,2004 RIGHT REAR VIEW. NOTE: 3-D FOUNDATION NOT TO SCALE FOR 3-D USE ONLY I d L0T 8 08, 4 Op �' /89.S8 , i Syg4''Cb '3 \ \\ �M pFFACOFr \ 2Cb R` /s 02 co`O N, S 4 3 6 hN0011F ry .60 c') nor �• 6 F Fgcrp FT ��� R'/6 / LOT 3 ELEANOR DAVIS °) C/O THE BOSTON C (o BK. 5462 PG. 20 ' coo S8p / /sS ,3 I ( °i LOT 2 40r JEANNE C. HARRINGTON TRUSTEES BK.7282 PG.93 N Sygps, 3 ;Op V ti e FQCT R F� ® ° 2 8.0 N ' 4v 2 co l� o, A, c� co J LOT I \S MITCHELL A. TROTT 3 .39 BK.2664 PG.265 M� � wNt � w `�, ! BOOK PAGE kn / kIA13 MSG -- ,, EE / LOCUS MAP SCALE 1'•1000' t / LOT 6 'tr/;JE � .+osEP«.a.trcy.«aN..ae. ZONE RC-1 / / ELAINE MCMAH066 MINIMUM FRONTAGE. OFT. , (OT 9 / AP / BK.14% P6.i1T MINIMUM AREA- - SFT. / ASSESSORS MAP 2TI = - PARCEL 8 AND 169 ` / r. '�� 3 LINIMUM SETBACK REQUIREMENTS: / `\` / 4oT s C ! 3Q F -- N/ FRONT YARD 30-FEET SIDE YARD IS FEE{ REAR YARD IS FEET \ ' LOT 5 LEW13 A.PSAROCOSTA / =RIA W.PSAROCOSTA ' 471 0 11K.3136 P6.160 > LOT 4 . ! ARTHUR N.CAHOON / (OT 1 a► — .� SHERRIE D.CA«OON 0� GO : OK.3896 P0.242 NOTE- THIS PROPERTY IS LOCATED WITHIN 1 _ THE GP uROUNDWATER PROTECTION, OVERLAY DISTRICT. e n� /qpE,>FS SO ry � S BOAREE TOWN OF APPEALS VARIANCE 1993-ZT / 1 Q� 4r, APPROVAL UNDER THE SUBDIVISION CONTROL t `�2 /S-/2 ELEANOR 3IS ' DATE LAW NOT REQUIRED. IO- ; C THE 8051ON CO. / . 20 4 _....._ / �/ SBO• ' �� ! _407. NSTABLE PLANNING BOARD , Q f _- 0 NO DETERMINATION AS TO COMPLIANCE WITH THE n•'::r / - ,/ (OT /s1 �� ,I ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE �_ OR INTENDED BY THE ABOVE ENDORSEMENT. o b t LOT 2 (O _ / •� JEANNE C.T a HAIMIN ,OTON 1 a / � 61 T262 HU P9.23 PLAN OF LAND IN BARNSTABLE , (HYANNIS) MASS. 4. ao 4 a•/q/ 0 1 1 e '°°e a FOR v fT M "' JAMES A..vo SYLVIA L. WALKER a 1 CERTIFY TNAT.'THIS PLAN.CONFORMS \ . u e b -- -_- 'WITH THE RULE$I..ANO REGULATIONS OF =rf A MARCH 29, 1993 0 40 80 120 a•' THE, REGISTER OF.DEEDS. �� \ ,:�+�? C SCALE IN FEET 1••40' MARCH 29, 1993 ft �' f \ In I _ - -.-- AM.PROF LAN RV RO D SURVEYOR I � �HZLL A.TTT C " 3Y BK 'I 4 P8.283 46 COLLIE LANE INC. CUMMAOUID,MASS. .. 1 . _ p x... . . OWNERS- JAMFS A.AND SYLYIA L. WALKER 726 FALMOUTH ROAD HYANNIS, MASS. S 77ti5'09'W 161.74 C8 1FN01 II a - STATE 14IONWAY FALMOUTH ROA ROUTE 28 �+>` DEED AEF.- BOOK 2102 PAGE 240 BOOK 1294 PAGE 1042 n _ — P nF e a e e d e a n a e 4 �n �n n &n /� n n 'n� n n n n n n n n n _ n n n n /�'n n n i FRONT ELEVATION ` "NOTE: DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. ec i FF7 e 4 e o D.o D'a D 10 D% D.o D.o D It, D,o D It, o D •D D p e p e p e p e a e 4 e a e a e 4 e 4 a � a e a e •.a e 4 o 6 o D o D o D o D o D D D D D D D D p ° •e . 4 e e a e d e d o D•o D.o D•o D•o D.o o D a D.o � D D. D D D D D. D D. D D D D D D D D D D D D D D D G D D D D p ° p ° p ° p ° p ° e a e a e d e a eLl e e •o D o D o D o D.o D o D.o D.o D o D o D.o 4 o .o .a D.o .a D.o . a� , > _ _ _ _ > D D D D D - D D D D D P. D D D D D D D D D D D D D D 'D. D 'D D BACK ELEVATION "NOTE: DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. r° i Y III r e d n 4 e 4 n d e d e LEFT ELEVATION "NOTE: DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. „.�,, .•�$ INDEX MODEL iNDEX I LIST DESCRIPTION _ oraa+r, NUM872 DESCRIPTION oRauN R<vL�N 21 RANCH - 1 FAMILY la COVER SHEET 3-22-91” -17-2M 7a CROSS SECTION for 3 22-91 10-1-2002 2b CAPE - 1 FAMILY 2n TYP RANCH PLfrN 3-Z2-91 1-2002 "Ai OETAILS FOR Ua/90 2c Ri�NCli - 1 FAMILY 7a1 120/]DO MPH Wm ZONES 8 28 95 -17-2003 2d RANCH ELL - L FAMILY 2b TYP CAPE PLAN 3-22 91 1-2002 7^JA 5 FOR 110/90 f�0 5 2 2003 2e Rflripi TEE - L FHMiI_7 2c TYP RAISED RANCH 3-22-91 1-2002 1DD MPH WIND ZONES - RI 2f SPLIT LEVEL ELL - 1 FAMILY 2d TYP RANCH ELL 3-ZZ 91 0 1-Z002 7b CROSS SECTION for 2b.t 3-22-91 IA-1-2002 SPLIT LEVEL TEE - 1 FAMILY 2e TYP RANCH TEE 3-22-M 1-2002 7e CROSS SECTION for 2cd 3-22-9L LD-1-2002 2h RANCH - 1 or 2 FAMILY 2f TYP SPLIT LEVEL ELL. 3-22-91 1-20M 7d CROSS SECTION for 2" 3-22-91 1-2002 a RAISED-RANCH - 1 or 2 FAMILY 29 TYP SPLIT LEVEL TEE-- 3-Z2-91 1-2D02 7e CROSS SECTION for 2f 3-22-% 1-2002 2 2 STORI - 1 FAMILY Rf4NCH 1 STORY- 1 FAMILY 7P CROSS SECT. for 2 t 9 22 91. 1-2702 2k 2.STQ2Y - 2 FAMILY ATTACHED OR 2 FAMILY 3 22-91 1-2002 7P_2 CROSS SECTION for 2s 3-22-M 1-2002 acs 2 STORY IPPERADWER- 2 FAMILY RAISED RAMCt•I- 1 FAMILY 7 OPT. ROOF CROSS SECTION 3-II 1-2DO2 a END TO END SPLIT - 1 FAMILY ATTRCtfD.OR 2 FAMILY 3-22-91 104-2002 7 L2/12 CATK ROOF OPT. 3-22-M 1-2102 2m �Y.2 STORY - 1 FAMILY 2 TYP 2 STORY 3-22-91 1-2DO2 7h CROSS SECTION for 2m 3-22-91 2-2003 2n SINGLE FAMILY ATTRCHEO - I FAMILY 2k 2 STORY- 2 FAMILY 3 22 91 L-2002 71 CROSS SECTION'for 2r 3-22 91 10-1-2002 20 L.MOOUE RANCH - 1 FAMILY ak1 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 1-20M 7I ALTERNATE CONST. DETAILS 3-22-91 1-Z002 I. MODULE WIDE 2 STORY - 1 FAMILY a END TO END SPLIT LEVEL 3-22-M 1-2002 7k ALTERNATE CONST. DETAILS 3-22-M 10-1-MM 2 3:MOCILLE RANCH - 1 FAMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 10-1-2002 71 ALTERNATE CONST. DETAILS 3-22-91 2-2003 2r SALT BOX - 1 FAMILY 2n 1 FAMILY ATTFDIM- 2 STORY 3-22-R 1-2002 7m ALTERNATE CONST. DETAILS 3-22-M 1-2002 2a ::5 MOOl1E.2:"STORY-- 1 FAMILY 20 TYP SINGLE MODULE RANCH 3-1-M 1-2002 7n ALTERNATE CONST. DETAILS 3-22-M 1'aX)2 2t fLTERNATE 2 STORY - 1 FAMILY _._.. ..._-., _ _ - - - PAGES Il'F'-SINq.E MODULE 2 STORY 3-1-93 10.1 2002 .7 CROSS ACTION for 20 3-1-93. 10.1.2002. 6. - 2 3 MODULE RANCH PLAN 3-22-95 10-1-2�2 7 CROSS SECTION for 3-1-93 10-1-20D2 X cm ME,"S 2r SALT BOX 3-22-M 1D-1-2002 7u CROW SECTION for 2t 3_22_0 LD-1-2002 K�CF.PAGS M T!E GET —' MY Vcxm0DG:c0wm 9EET _. 2e 51X BOX 2 STORY 3-22-M 1-2002 ORRWVM SLOMrr=ON t�s WAN 2V s W Ili 14 c: 1"Ilf - ,: 2t ALTERNATE 2 STORY 3-22-95 lo-i-2�2 9tfrs Mpg r�Ptvraau�rma�lr REnt�n zEs oPTwNAL ELEVATIONS 3-22-91 L-2002 8a FRAMING' DETAILS 3-22-M z z003 NOTES 2E_2 OPTIONAL ELEVATIONS 3-22-M 1-2002 Ob FRAMING• DETAILS 3-Z2-91 2 20D3 L SEE MTA.PLATE FW PAGES 63 6 sF OF CC MR#JR_ INA IEBc FRAMING DETAILS 3-22 91 1-2002 PIIt:APPLDCAS E.snvE:Bunmv,.CMES. . 3a SCNEDILES 6 NOTES 3-22-91 1-2002 8d FRAMING DETAILS -- - 1-13-98 2-200.A Z ED E S SCFEDLLES 6 NOTES 3-22-91 1-2002 ArraaTEsnaa�STTLE1'SHML EE Pin FROM THESE-ORgWp saWaTMOUr.;M00�aiiTnoM.a0U1TLON 3c STRUCTURAL SChED.-6 NOTES 34-93 47-2003 FIRE RATED ASSEMBLY DETAILS 3 22 91 1-2002 OR OELETLON V ANr MRfUL Y DETAIL �FROM STRUCTURAL SCHED. 6 NOTES 2 FAMILY 3 � ��FDCTURECLERIMM 9c1 75/1S paf ROOF LIVE LOADS 5-2-2003 FIRE RATED ASSEMBLY S ��Rfo VEOVT 9Ffi L M MLiH Sb 2 FAMILY - 3-22-M LD-1-2002 M�Om�I1P1'R�701n-DM%�FSEFS LjaC L VEM AM EB== + 4a FOUNDATION for 2a,b, r t 3-22-M 10-1-20D2 FIRE RATED Y OETAIS � �ETS'StM UEL BE�f IID W1M 4. IIITLTkTI:LAYOUTS"GFf11 EE OE7aVED FRDM 9FiT Bd 4b FOUNDATION for 2c 3-22-M L-2002 UPPER/LOWER - 2 FAMILY 3 22.91 1-2002 MvG"LAIir::Ro:,YFM'S1ALL EE COrPLgD.►INK MIDU"°ROOM 0VM`RRERS LAM.%ENT`AID ELRESS 4 4c FOUNDATION for 2" 3 22.91 1-2002 � 9c1 GAR>�E RATED ASS'Y 04J 614-93 0-1-2002 Fort:�s�isae :9AL EE�:;Wrni 4d FCUNDRTIAN for 2F 3-22_% 1-2002 9e1 CSC Ea RATED RSS Y QJ 11 6-4-99 1-2002 S. a s'rwt E�sM.si2E''wo REED w MDa7t;WRODM'DDTS.ARtTIS._:L3iiT.VEM-RND'EI,TE,99 ■ 4e FOUNDATION.for 2h.k," 3-22-M 1-2002 ZERO-LOTiII4E FIRE RATED FOR NABITA _ESA S'Sii.L�:C0MPLgD WM 4f FOUDATION for a 3-22-M 1LF1-2002 ASSEMELY CET. - 1 STORY u-��' 1-2002 �3fLL IR�:1A�HR9rnV E SPADE 49 FOUNDATION for a 3-22-M 10-•1-2002 se ZERO-LOT-LINE FIRE RATED 11-18-96 1-2002 7. FM WD����r 9Av�Er 4h FOUNDATION for 2n 3-22-M 1-2002 ASSEMBLT DEN. - 2 STORY �DFSMM 3'L FM SEinL'a Q F1=S�DETims. -: 41 FOU NORTION for 3-1-M 1-2002 ON for 2q 3-22-95 10-1-2002 10a ATTIC HVAC OUCT SYSTEM 3-22-M LO-1-2002 4� FOUNDATION 4k FOUNDATION for Za 3-22-% 10-1-2002 � TYPICAL. HVRC DUCT SYSTEM 4-1-97 1-2002 RANCH AND CAPE MODELS 5a ELECT 6 HEAT for 2a 3-22-M 1-2002 LOC TYPICAL. HVAC DUCT SYSTEM Sb ELECT 6 HEAT for 2b 3-22-M 0 1 Z�2 2 STORY MODELS 4 1 97 1-a702 Sc ELECT 6 HEAT for 2c 3-22-M 1-20(12 _ Sd ELECT 6 FEAT for 2d.e,f 3-22-M 1-2D02 ' 5o ELECT 6 HEAT for 2h 3-22-M 0-1-2002 5f ELECT 6 FEAT for a 3-22-M 1-20M — - - MUNCY HOMES. INC. - PLANT LOCATIONS or 2yk 3 22 91 1-2002 59 ELECT 6 HEAT f ..,. :_ _...._...<_ 591 El -4 FEAT for act 6-24-0 1-2002 i 4 PLANT 1: DESIGN LORDS i Sh ELECT 6 FEAT fora 3-22-M 1-2002 MUNCY HOMES DIVISION FLOOR: -0 PSF (30 PSF SLEEPING) 51 ELECT 6 FEAT for 2m 3 22 91 1-Z002 1557 .PA ROUTE 442 WIND: SEE EXT. SIDEWRLL STUD SUMMARIES, 5 ELECT 6 FEAT for 2n 3-22-91 1-2002 MUNCY, PR 177M DRAWING 3c Sk ELECT 6 FEAT for 20 34-93 1-2002 PLANT 2 ROOF: 40 PSF 9 ELECT 6 FEAT for 3-L-J3 1-2002 U noiv vilth p:i) SUPERIOR BUILDERS DIVISION TYPE OF CONSTRUCTION: Sm ELECT 6 FEAT for 2q 3-22-M 1-2002 „_•: ^^;0;^,gOi 1565 PR ROUTE 442 ME - 5b 5n ELECT 6 FERT for 2r 3-22-M 1-2002 oc 1.•r a MUNCY, PR 17755 RL- OTHERS - WOOD FRAME UNPROTECTED So ELECT-for 2a 3,22 1-2002 PLANT 3 USE GROUP: 5p FEAT for 21 3-22-M 1-2002 -- PREMIER BUILDERS DIVISION DE: KENT COUNTY R4: Sq ELECT for 2t 3-22-M 1-2002 1567 PA ROUTE 442 NEW R3;N COUNTY - R: SU55EX COUNTY - R3 Sr FEAT for 2t 3 22� 1-2�2 MUNCY, PR 17756 . ME . R3: NJ, VR - R5 MD,.RI - DETACHED ONE RND TWO FAMILY DWELLINGS: TOWNHOUSES FOR SINGLE FAMILY 6a MISCELLANEOUS DETAILS 3-22-91 1-2002 � T Sj�'a fS.T A F�„ N G • ATTACHED DWELLINGS 6b TYP PLUMBING - ALL MODELS 3 22-9L 1-2002 E�•{ ALL OTHERS - R4 6b1 PLUMBING for 2 3-ID-97 1-2002 SEISMIC ZONE: VA - 2, ALL OTHERS -'NR. 6c PLUMBING for .rra.t 3-22-91" 0-1-2002 TIuiUT Title FOR LOCATION OF THIRD PARTY LABEL, CERTIFICATION LABEL AND DATA PLATE, SEE R'4 PORT,®� GENERAL NOTES - 2, NOTE #7, SHT 3b. [ak'�° d _ -- — UNITS ARE DESIGNATED ONLY FOR INSTALLATION ON R SITE-BUILT PERMANENT FOUNDATION. UNNITS ARE NOT DESIGNED TO BE MOVED ONCE INSTALLED. ED. MASTER SERIES UNITS ARE DESIGNED AND MANUFACTURED TO INDEX COMPLY WITH A NATIONALLY RECOGNIZED. MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING COVER SHEET CODES FOR SITE-BUILT HOUSING, OR WITH MIN. PROPERTY STANDARDS ADOPTED BY THE SEC. MUNCY HOMES, INC. PURSUANT TO TITLE 'II OF THE NATIONAL 15.7 PA ROUTE 442 HOUSING ACT: AND TO MUNCY HOMES, INC. MU4CY, PH 17756 KNOWLEDGE IS NOT INTENDED TO BE USED OTHER - - -- -+ THAN ON A .SITE-BUILT PERMANENT FOUNDRTIOR DRN BY DATE SCALE REV. HT. NO. THIS IS NOT APPLICABLE TO MODELS BEING ►+ M,IL 3-22-M NONE -17-2003 I- TEMPORARILY DISPLAYED. 44'-011 '-11 5/8" 23-9 3/8" 11'-7 1/4" 5'-7 3/4" 3441 TEMPERED 3037 VINYL - - - - --T- `L°c }_ 36- i i 18 1 - - 3614 o 1 11 � Off' .''�`° DW S � i8 EFRIGcli in GARDENTUB 24" 5-6 - G� 30" C L O 4'-11 1/4" . 10 10'-3 1/2" L u i Lu O of a O - - - - ---- mi O IN DINING 38 1/2"X82" R.O. N � YI Q 4211 [IDE21 115 I�\ �,i 611BRTH Z F30- oil 30" 2X611 60 1 L-31 24" 2" BASMOL (2) 1 1/2"X11 1/411X16'-611 0 J LVL PER HALF U " - - 7'-- HDRM - --- - V/ Lu ca 30 - - - -- ---- - -- - - � 3011 3011 -- - ---- -- - - -- - - -- --- -- -- -- -- -- 1 N - ------ ----- M V♦ ui 15'-711 _ 60" m a Q L1_ LIVING _ CL BEDROOM 1 BEDROOM 2 ANGLED WALL - RAIL BY BLDR 0 O � O� o O 0� APPROVED 13'-0" 10'-3 1/2" O PFS CORP %3611/ MAR 2 2 2004 7�-0�� 3465TLLED 12'-011 3465 7'-4 3/4" 7'-6" 3465ILLED 10'-1 1/4" APPROVAL UmiTE0 TO FACTORY BUILT pdpT10N HYTANNISCAMR N ® O BACK GYPBD IN OPEN AREAS0° PER S-DR'D� AUTHORIZATION DATES , �, 1 ,a SUPERIOR BUILDERS REV. 15 35 PA. R T.442 E.MUNCY. PA. 17756 THIS PLAN DERIVED FROM MASTER A DIVISION OF HAWK MOWS INC STAIRS DESIGNED TO 8 1/4" RISE MANLF• AUTHORIZATION DATE SERIES BUILDING SYSTEM DATMO MAX.. AND 9" TREAD MIN W/ 1 1/B" NOSING GO MODS / WALKER DwN LITZ 1 2-24-04 /4'1=1=1'-0" • / ----- - --T- - - - -- I KT 9 { , of HEATER , CKT S CKTI 2 ��,� ' 14-2 / W 10 I o I R �' -- W o - - - - -- -- �. ' CKT 3 V) • CKT IV i `� I -2 — ` CKT 12 4 .'� FSS\ 1 34 CKT 1 Z W PrloTo --___--- - -_ PHOTO 12T 22 �.' 12-2 J NOTE 2 u Lu KT 5 ---- -- __---=-- - - - - --- - - - -- --- -- 14-2 - -- ---- ---- - o , LuTo LL I / Ll r a CKT 20 14-2 I` F.APPROVED S CORP 2 2 2004 CKT 6 APPROVAL umi'TED TO 14- CKT 7 __-'' FACTORY LIIIr7 PORTION 14-2 D00 BELL NOTE 2: WIRE DROPPING FROM SMOKE DETECTOR ON 2ND FLR IS JUNCTIONED TOGETHER IN BASM'T JUNCTION BOX HT tCAQN ® SIDE D BACK N °" � ��� tt� DATE CLG HGTH �Q SUPERIOR BUILDERS REV. prawucrno+ 1565 PA. R T.442 E.MUNCY. PA. 17756 THIS PLAN DERIVED FROM MRSTFR A DIVISION OF ARMY HPAES INC { STAIRS DESIGNED TO 8 1/4" RISE MANX. AUTHORIZATION DATE SERIES BUILDING SYSTEM GO MODS / WALKER DAT MAX.. AND 5' TREAD MIN W/ 1 1/8" NOSING DATE SCPLE DwN LITZ 44'-0" I I I - 1 Lu w I COLUMN SPACING CAN BE ADJUSTED AS LONG AS MAX. CLEAR SPAN IS NOT I I AREENOTDMOVED MANDNS AA 1 2"X9'X02"Y LOCATIONS I 0 STEEL PLATE IS INSTALLED ATOP COLUMNS I I Z — I ': I w 6'-9 1/2" 10'-6" 10'-6" -0 7/8" 8'-1 5/8" Z J 1 0/ � — V I �- I I I I 1 I I I I I I I I I I I 1 N I C I I I I I �h. I I I I I •• I M V/ o o MANDATORY ~ LOCATION �- N Irl w II L I o SEE SUBMITTAL DRAWINGS FOR r = ADDITIONAL INFORMATION I I r a SHEET 3c HAS COLUMN AND I MAX. CLEAR SPAN = 10'-6" BASM'T WALL LOADING INFORMATION O II _ II °' ICI I :: I I L — APPROVED J I PFS CORP APPMOVAL LIMIT90 TO PACT-DRY$UILT PORTION H�TRNNIS�AMA.N ® S DD B o" P SLOR/DEVEL AUTHORIZATION CLG rIGTT SUPERIORS BUILDERS REv STAIRS DESIGNED TO 8 1/4 'RISE THIS Pt ANDERIVED FROM MASTER A DIVISION MODS AAW WALKER NX ,� MFN-F. AUTHORRATION DATE SERIES BUILDING SYSTEM °AT MAX, AND 9' TREAD MIN W/ 1 1/8" NOSING DWN By INATE SCALE LITZ 2-24-04 /4"=1'-O" 0 imi �►� = L MEN MIN MINI • • - ,, li C4,► • . 2O-lT MIN.BUILDING LENGTH - ,. - EE EEFI]IELqq�A�Dgg{D�NOTES . 1. USTRL'RRT1001%S'BtIILDERPPEO LOOSE FOR FIELD 2. INSTALLATION BAY IS BUIDER SHIPPED LOOSE FOR FIELD _____ -4257- ________ 4257 4257 9037 -_ - ---- -_ 4257 4257 42S7 2 4257 4257 3. STOOPS.STAIRS.FpililFS.GUTTERS. INSTALLED BT iNO SPLASH BLOCKS ARE pJ1 BUILDER IN RCCDROa4CE YITM STATE A D/OR LOCAL . 'J NOTE •1D J ' O❑ 2 11 UTILITY CODES. OPTIONAL BEDROOM _ _ _ 4. BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY MIR ARER 70 O Y 11 NOTE •3 �` _ 14b. BUILULR. .:10 - OPT.DR BATH S. THE LAST ROW OF SIDING BOTH FRONT AND REAR PS NOTE •3 r•a. KITCHEN NOTE •16 KITCHEN BEDROOM SHIPPED LOOSE FOR FIELD INSTALLATION BY BUILDER x _ b raa..o,a.Nt 'I Wli.�; UTILITY --- fi MASONRY VENEER OR P TION SIDING SIX'PLIED 4'-I]•MIN MIR'Gx2055 FLOOR i ' - 10 APO MIE BT BUIL!>c.R T-0'MIR <RER .g L - 7. TERnINiiETpIONg IGHTpR��OF METAL CHIMNEYS FIELD p p O '•------- ' Ind ' 4 PDi T t °RODF RNo s 3 T- M ._+++_----_��� _____1 f e,i 10[017 EE x ;i 1 ,, R L AST 2•MIGNE Ff>N T�£ AK. __ - OPTIONAL OR. FRMILT ROOM _________ _ .___ ; / � - � � fl DORMERS ARE OPTIONAL.SUPPLIED BY MANUFACTURER e , �.. NOTE 5 -- ---- 9 11 MIR PREP:70 SF , ,. - b b • "' � INSTALLED ON SITE BY BUILDER - en Aa ; 21 b Y - ,, 11 2 __ .___ - 9. F L SPA IIBIIE DOOR AND FLOOR ARE THE FAMILY ROOM HALL N^= it NOTE•9 .�i ALT.STAIRS SEE SHT Bc FOR LIVING ROOM R TY. DEN O� !` } 1 : BALCONY DETAILS �.BEDROOM 1D RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION BEDROOM _)L.. ..Il Il _______ ,, BY BUILDER SEE GENERAL NOTES- 2.NOTE •10.SKI 3b. DINING ROOM W i; LIVING ROOM - •. 1 - MIR AREA 7D OR 150 SF 10 10 NOTE •S. LIVING ROO - 'BEDROOM a NOTE •17 MIR AREM !- 42S7 42S7 1 4257 42S7 ISO SF _ _ T-D'MIR T-D MIR T• MIN, PLAN SHOWING RUT. HALL LOCATION o p •-6-MIR T-O-MIN 3 3 OPTIONAL BEDROOM e,IL: 9 DIMENSION VARIES WITH WIDTH 13F WIT •A MIN FIRER 70 SF Y '. , C�CROOM ; SCALE: _ ; = NOTE ,;MIN RRER 70 SF I1"•S MIR ",NG RDo" NOTE: FLOOR PLAN NOTES OIM1 VARIES WITH WIDTH OF UNIT ,3 a. FAMILY ROOM UNIT LENGTHS.UNIT WIOTNS.MIR ROOM DIMS.AREAS AND NOTES I1 NOT RCNG�E W1 I. b Il - Il in •3 ___ MIN ARER 70 SF FROM TTP.FLOOR PLAN SHALL APPLY. tp 1lNI .T. [GHT.VENTILRT[ON Cn - ! i - - - 1. Wg M- REOUI � ION THOSE _______________ 11 - _ __ __ __ _______ 4257 4257 3037 2 2 6 E -, WILL RE ADOE T PROM BL LIGHT 6 4% --- - �� • � - � �i i i i / 11AAII�N,ppppyW55 qpp� pE 4257 �___.._______________ vENTILRTION F SIZLA5 CNAANGE. -_ __ 3. SEE SHT 6a FOR ALTERNATE KITCHEN 6 BATH LRYOUTS _ - 4257 4257 - 4257 4257 42S7 KITCHEN/OINING 4' WINDOWS INDEXTER S RE AVAILABLE IN MOST BATHS LOCATED ON OPT.BEDROOM __-_____-- _T:. .. ....Y._. • 5. MARRIAGE MAT BE OMITTED.PROVIDED THE 10 ; CEILING OPEN 5 - ��AATTIONS MMR�EXCEED THOSE SHOWN IN THE . 1O•D"MIR LENGTH OF MODULES - - 11. Il :TO SECOND FLOOR g� 59HH{{gg fl NSSApHUTTTERS pAERagEREJOANPSSTTIGOBNAL..��Ep.1NTp'F1[TT AEREgFES,p F lAq T7 ' Il o • FOR OETRILS S OAT S T!E FLSPONSl91LITT OFT T. dALDRER�R 54'-O'MAX LENGTH OF MODULES, B. ADDITIONAL FULL.3/4 OR 1/2 BRIMS MAY BE ADDED .AS SHOWN ON DRAWINGS. - - NOTE -IS 5 WITHIN THE UNIT. UNITS NWT HAVE OFFSETS ANODES.AALL LIIIT UNITS AT - - BEDROOM . MINIMUM ROOM DIMENSIONS.AREF&LIGHT.VENT AND EITHER T OR BOTH ENDS AND SIDES. ALL GMTS IPAYTS BE ._ .__________ E�FOR HABITABLE SPACES SHALL BE COMPLIED OF VARTINROTATE .WIpTHs AND VARYING LENGTHS UNITS NWT TIP. -FLOOR PLAN LIVING Roos s HWITK ALL NWr t£LOCATED[N FRONT OR REAR MaDiLe. M ROTATED 90 1D THIS WALL MAY BE OMITTED OR EXTEND TO FORM MAXIMUM AREA(F ANY B ONE FLOOR IS.GOVERNED SEE SHEET 3b.GENERAL NOTES - 2.NOTES •19 6 •17 - - AN ARCHWAY. • - MI THE APPLICABLE EROFMO BUILDING CUS1E. - MAN NUMBER OF MOQLERS = 2 _ - SCALE:1/4-=1'-0- - _ MR1L NUMBER lF MODULES = 6 - - 42S7 4257 1 42S7 4257 H�EE µµy PIS ppFF NOpWS g 11 THE INOIV1lLAAL FLOOR FLiNLA NTLL VARY WITH FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS. 12. FOR LABELS AND OATfi PLATE LOCATIONS.SEE SEE S1iT5:7b 7�1.7y 7L 7.7e.0a.8b Bc - GENERAL NOTES-2.NOTE•7 ON SHT 3b. PLAN SHOWING OPT, LOFT MODEL 13 FOR P ft%MGENERRL NOTES. . - - SCALE:I/Cf=l%lr 14. THIS BATH MAY SERVE I OR 2 BEDROOM. . - - 1S CEILING OPEN TO SECOND FLOCK MAT'BE IN ONE. MODULE ONLY.SEE 5HT Sc FOR OPTIONAL LOFT . - - CONFIGURATIONS . - Ifi 4'-O'•ID-R CANTILEVERED BALCONY CF TREATED LUMBER IS RVAILRBLE ON MOST MODELS _ 17. MIR WIDTH FOR STAIR OPENING IS 3-0. OPTIONAL Ifl FOR OPTIONAL CLOSET CONFIGURATIONS SEE SKI 6e. .OPT.WINGED GABLE SEE SHT 8b . NOTE:ALL M40RFULS BY BUILDER FOR EXTRA TRUSS/RAFTER SECTION DUE SNOW - HEIGHT:34'NUR 3W MAX FLOOR PLRN NOTES CONT. DR LOWER ROOF SECTION ION TO SNOW ';I , ,,;• OPT.DORMER. •. .___ . DRIFT.SEE THE CALCULATIONS Mh4A. SEE SKI B. ' i ' 1S SI f,%4-H ORI20NTAL VINYL SIDING SHOWN.OTHER . ' RVVRRII .__________________________ � i D ARE LRB:E 2D INTEGRAL GRRR[+ES RS/B'GTPH]ON CLG:AND ALI.OINIING � i 000' - WqL" T A T AT ' - - 00 �OR 91 3 RA ED 20 MINUTES-MINIMUM. .•- , ...-.,,.e.,�..`,_ - ______-__.. _ : _ ._________,. �....,.c - ., _ _ _. _s.K 21..SHA OPENINGS BETWEEN THE A S MINUTE AND RE RATNCE.SHALL BE EOUI WITH A 4 MIN4lTE FIRE- _.• . . NOTE •20 NOT FOR NTS - DOOR ASSEMBLY EOUIPPED WITH A SELF-CLOSING -N DEVICE _A6 _____' NOTE •17 ---------------- FIELD.NOTE •9 PPRQr/ED PFS CORP --------------- ---- ---- STRAIGHT STAIRS T" STAIRS CNYSI GARAGE SHALL BE SEPARATED FROM - - NOTE:FOR STAIR DETAILS.SEE EMT 4a MAR 2 2 2004 DWELLING UNIT BY 3/4 HOUR CONSTRUCTION - SEE SECTION 3M THIGH 30-422 FRONT ELEVRTION GARRGE/TENANT SEPRRRTION.WALL TO BE WPD10S - TO SEE NOTE •21 SCALE:1/4-=1'-0 --- APPRORYV ALL --- BUILT PORTION 11 � FACTORY ACCESS PANEL LARGE E TO REPLACE ER ATER 12 NOTE NOl1GHl ' SEE SHTS B.,Bb Sc - 1 ' HE ,OPT.SHED DORMER.SEE SHY 7j FOR OPT. DORMER DETAILS 12 - .7 . • � ' --- ------- ----- - R .. INEN MRSTE SERI ES s - _- CAPE MODELS -- FLOOR PLAN. ELEVATIONS d NOTES - - - - - - - - ---'- CRAWL SPACE OPTION MUNCY HOMES. INC. WSJ j _ SCALE:Ih•=1'_0' 1567 PR ROUTE 442 EAST -- MUNCY. PR 17756 RFA72 FVFiTTON I FFT STnF FLFVRIMU RTGHT STDF.FI Fv_pYTpti - - ORN BY DATE SCALE REV.. HT. N0. SCALE:1/6=1'-0 DATAAe asE NAME MJL 3-22-91 SHOWN 10-1 2002 2b 02\2b :. ELECTRIC CIRCUIT SCHEDULE SEE NOTE .7 DOOR SCHEDULE WINDOW SCHEDULE ENERGY SUMMARY- SEE GENERAL.ENERGY NOTES-3.-4.-5,-9 EGRE5S WIN. .. No. DESCRIPTION _ WIRE BKR POLE No. SIZE• U VALUE MATERIAL FINISH .TYPE - IDENT. NUMBER U VALUE LIGHT VENT TYPE RRERFSF CUR. OPG. SF MATERIAL ROOF/CEILING WALL FLOOR DESIGN DESIGN 1 GFCI SMALL APPLIANCE Iz•z W/G 20 AMP SINGLE - EXTERIOR -DOORS- FILL GLASS TO BE SRFETY GLAZING u.S$37 .49-33 421 Z37 51-CH S325. .h111.L STATE R u Uo R u uo R u HOD FFERENT)AL 2 GFCI - 1 3610' 200 _ _ _ - STEEL LET-7 BLANK W.S3449 .49-39 794 399 9925 CONECTICUT - .@fi .118 I5 NOTE 10 80' 26 GFCI SMALL APPLIANCE mPT) - _ 1R _ IO .6 - 2 LITE _ _ A3a37 .48-33 4?0 2.71 OA SB.75 WOOD DELAWdRE .031 141 .05 50M 80` ?d GFCI SMALL APPLIANCE[OPTI _ - 1B _ ma Sm - 9 LITE. - _ _ _ _ _ _ - A6449 .48-3A 630 352' 78.75' MRINE 126 110 XG NOTE 10 BCl 3 KEN.ILLlN1 FY•O OFT.K/BB TOE MR 14-2 W/G 15 PIMP - 1C 36'.BP 270 1.7D BLANK W/1 SIDELITE W,54h7.EGRESS AS-.39 1221 Ell SH-QM mm 6.11 WOOD-VINYL MARYLfi3O - - d18 - 133 - $ NOTE 10 80` - 4 GFCI BATHES) 12-2 W/G 20 AMP 1D 270 2M _ 2 LITE W/1 SIDEL.ITE u.S7857 .49-33 11185 S47 13563 - NEW HRMPSFORE. - .@6 - 110 - IS 7600 87 Lei-GFCI. )AIIRLPDCL TUB IOPT7 - 1E - - MO -120 - _ ,9 LITE W/1 SIDELITE A4257-EGRESS ,48-33 1210 6bT ...� 15125 6.61 WCIm NEW.JERSEY - 1128 - 133 NOTE 30 BG 4b GFCI ADOITIO RL BATHS(OPT) - - 1F 36'.IA 270 3.40 BLANK W/2 SIDELITES HA3I157-EGRESS .48.33 1080 S93 135m 5.92 PENNSYLVANIA-NOTE .2 30 U332 Im 16 M93 11 1T73 70M 80' 4c GFCI ADDITIONAL BATHS tDPT) - IC 270 4Z7 2 LITE W/2 SIIELITES W 938EB-EGRESS .49-33 1350 am SH-OH - 1E,L75 am WOOD-VINYL RHODE ISLAND - -D25 - 126 _ 115 6m0 87 5 GENERAL IL NATION 14.2 4/G 35 AMP - IM _ .350 am - 9 LITE W/2 SIDELITES. R3859-EGRESS .48-33 13-W 533 ON 14825 532 WOOD VERMON7 126 .110 Di NOTE 10 BD' 361IR 200 - BLANK CLASS L'0 HOUR) u-'3477•EGRESS .49-33 1396 am SH-Di 167M 693 WOOD-VINYL VIRGINIA 32 130 .030 13 B81 - 13 D57 NOTE 10 80- 7 - - - 2 �ffi' _ 2[IO - - BLRNC _ . a - _ _ - A3476•EGRESS .48.33 13.40 738 OH 167M S32(MRSSI WOC6,`� WEST VIRGINIA 32 im D30 13 181 13 D67 NOTE 10 m` ZFl 270 .SI - 2 LITE WS34(S-EGRESS .t9-33 11D3 567 SH-M 13788 5 11 W000•VINn RANGE. 8-3 W/G 4D AMP DOUBLE 23 _ 350 550 9 LITE AN65-EGRESS .48-33 "1110 6.10 - FILM 13750 619 IOm GENERAL ENERGY NOTES NOT -.fi WATER HEATER 10-2 W/G 25 AMP _ 2C 2m - BLANK CLASS C 4 HOUR) W.52257 .49-33 540 2m". . SM-ON 6750 4Om-VINYL 1. INFILTRATION EFLOOROUR. TO!R LESS THAN WINDOWS 094 CFM/LF OF CD370:•'DOORS D50 CFM/SF. OPEN TO 11. WAFER IOP7I SEE NOTE •4 12-2 W/G 20 RAP SINGLE 3 72180• 9'B 80p - FRENCH U@57 .48.33 510 293 OM 6250 W000 �2. THE OUTSIDE AND CRAWL INSULATI SPACEON 15 S IF FOUNDATIOOUIRED FOR N WALLS ARE NOT INSULATOORS OVER UNHEATED ED IN 'FRCCODANCE WITOR FLOORS H 2�41 AREAS COL THE 12 DRYER GONT)SEE NOTES•4 6 .6 1D-3 W/G 30 AMP DOUBLE 4 s/s� 200 - - _ OOUBI-E 3-0'INSULRTEO u.S7265 .49.33 628 342 3°� 78_5p WpDO,vINYL INSULATION SHtlLL BE A MIN OF R-19. COOKTW COPY IN LIEU OF[XT.O ID-3 W/G 30 AMP 5 60'reD• 5200 25m WN000 VINYL SLIDING ALAS BUILDER FRS OPTION OF PROVIDING AND INSTALLING FLOOR OR FOUNDATION WALL INSULATION CONTINGENT UPON SIGNING'ASSIGNMENT OF RESPONSIBILITY_FORM NOT •fi SINGLE WALL OVEN COPY IN LIEU OF(%T.M 12-3 W/G 20 AMP 6 77W� 5&_36 mm - - - 3 R VRLUfS SHOWN REFLECT ONLY THE INSULATION MRTERIA LCS AND NOT THE TOTAL OF THE ASSEMBLY.SEE SPECIFICATIONS MANUAL FOR DERIVRTION_OF_U.VALUES 4. FOR CRAWL SPACE.HEATED OR U14-CRTED BASEMENT.FLOORS moICIR FOUNDATION WALLS SHALL BE INSULATED IN DOUBLE WALL OVEN�T 7N LIEU[F[xr.m 8-3 W/G 40 AMP.. 7 -6D'W!P .47-35 19.40 _ SWlNGINO:PRTIO ACCORDANCE WITH.ENERGY CODE BY FIELD CONTRACTOR FIELD CONTRACTOR HAS THE OPTION OF PURR]-�IFG FLOOR 15 DIH4ugH-ER FONT) 14-2 W/G 15 RMP. SINGLE 8 77Wi ' .47-35 Z990 - - - - INSULATION FROM A SOURCE OTHER THAN THE HOME MANUFACTURER. W99aM6 59-36 450. 519 OIST:MIENT` =25 WOOD-VINYL S. THE STATED Uo U.OR R VALUE OF AN ASSEMBLY MAY BE INCREASED OR THE STATED U.W R VALUE OF AN .i6 GARBAGE DISPOSAL [OPT) - _ - - RMS .45-30 S20 490 rrsm WGXD ASSEMBLY MAY BE DECREASED.PROVIDED THE TOTAL HEAT GRIN OR LOSS FOR THE ENTIRE BUILDING DOES NOT WALL MICROWAVE (OPT1 - - EXCEED THE TOTAL_RESULTING-FROM CONFORMANCE TO THE VALUES-REOUIREO. W.54N8 53-96 938 1a92 117E H000•YINUTt. 6. RIGID FORM INSLATIM WHERE SPECIFIED.SHALL HAVE A MIN.AGED R-VALE OF SO AT 75'MEAN TEMP.PER LRYER 18 7RASTH.COMPACTOR COPTI 14-2 W/G 35 AMP SIDING - W-92448 53-36 4.69 5.46 - Sam _ 7. FOR BASEMENTS REMAINING UNCONDITIONED SPACES. THE BUILDER 9iLL ENCLOSE THE BASEMENT STAIRS. -19. RADON SYSTEM ATTIC FAN CDPT) 14-2 W/G 15 AMP SINGLE - - _ THE WALLS SURROUNDING THE BASEMENT STAIRS SHALL SSE INSULATED RQ PROTECTED WITH A VAPOR BARRIER u.,G•'3®-EGRESS 53-36 827 927. 20338 7.47 THE BUILDER IS RESPONSIBLE FOR.d'APPLYING ALL MATERIALS.ALL WORK DONE ON SITE SHALL BE APPROVED BY 20 GENERAL'ILLUMINATION 4m sm4.lDu�a •. - _ THE LOCAL BUILDING CODE ENFORCEMENT OFFICIAL. . - - A29m-EGRESS .4S-.30 920 8.70 - ns= 7.70 NODD ZI - - _ _ _ _ _ - a FOR.ATTIC SPACES WITH FIXED STRIPS AND REMAINING UNCONDITIONED SPACE. THE FOLLOWING OPTIONS SHALL APPLY: - - .--- - - - - - R57m-EGRESS .45-30 1IL40 17.40-"" _ Z36m 7.70 - A-THE BALDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE.THE WALLS SRR[XJN3ING THE - - - - - - - Rllam-EGRESS .45-30 36B0 3490 4tam 7.70 - STAIRS HALL BE INSULATED FPO PROTECTED WITH A VAPOR BRRRIER.THE BUILDER 4KLL BE RESPONSIBLE FOR �. _ - _ SUPPLYING ALL MATERIALS. B-THE FRCTCRY MAY ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE. THE WALLS SURROUNDING-THE STAIRS. . 24._ _ _ _ - - SHALL BE INSLATED FPO PROTECTED WITH A VAPOR BARRIER S. ALL WORK DONE ON SITE SMALL BE APPROVED BY THE LOCAL BUILDING C�ENFORCEMENT OFFICIAL INTERIOR DOORS 6C45 53-36 2620 1579 =MT Bow 352M „� ID tERTING OEGREE DRYS 5FILL BE DETERMINED BY MECCneh FOR WIT SITE. 26 _ _ _ .r - _ 9 18•.� - - WOOD. PRE-FIN SWINGING A9761 .45.30 3040 1420 _ _ 355m _ - - .. 27 - _ _ _ _ 10 24•.W _ _ - •. W96m .49-33 31.49 722 PICT-01 18G50 - - - 28 - _ _ _ 11 gQW)� _ _ W-4D-18/46 .49-33 24M 624 PICT•SH-01 156ID - VINYL ' .. . 29 _ _ _ _ _ 12 32'.1D- - - - P47® .45-30 3198 1420 PICT-CSMM7 955m 4Am - - 30 - _ _ - - Wla- HL 1 4G 4- 9 33 2594 BAY-9HF[NM 158ID -VINYL 624 31 AIR I-FVIDLER COPY) 14-2 W/G 15 AMP_ SINGLE 13 - 32 . 10-2 W/G 30 PIMP DOABLE 4 4S _ , 3 aBP BT PR55 SLIDER- - 31 FURNACE _ FACTORY INSTALLED COPY) 14-2 W/G IS AMP SINGLE 15 24tiW - ' - BI-POLO 34 FURNACE _ FIELD INSTALLED MPT) .12-2 W/G 20 AMP SIN41E 15 3DWtff - - - - - - - - 35 AIR CODITONER COPT) 12-2 W/G 20 AMP DOUBLE- 17 ]6'W!D' - " 36 RESERVED - IB ae•.eo• - - - - - . 37 RESERVED '19 GTJW80• - - - - - 38 RESERVED 20 72W8O' - _ _ _ - • - SPECIAL GLAZING 39 RESERVED - 21 48'8P - - WOCO/MIRROR BY-PRSS SLIDER W3462 39 1494 CHALET. - - VINYL - 40 RESERVED 22 24ti80- - - WOOD POCKET W34d35{.75 39 956 41 RESERVED 23 3(r ar - - - - W7225.625.145 39 522 - - "RRN01 _ - - H-1 ELECTRIC HEAT 12-2 W/G 20 AMP DOUBLE 24 48•EV - - FRENCH W)225.725.44.75 39 5-49 - H-2 - _ 25 6ror - - - - - CRZ222 39 222 OCTAGON - - CLAD H-4 - - _ _ _ 27 48-� - - 00UBLE 2222 55-39 2JG4 SKYLIGHT - - - CLAD - H-5 - - - - 28 6DWBUT - - - - 22M M-39 X72 - SKriIGHiT M-6 _ _ _ 29 7248)• 2246WIN 55.39 5199 - SK7LI(RHI - _ - : SH-SINGLE MARS G FT H-DOA.CR-OESTLINE.5•.SJPERg0... -SHE SINGLE Lilt OtF•O0C8E HfH' - . N P43ER AT LEFT INOICRTES STD DOUBLE PANE U VALUE.NUMBER AT-RIGHT INDICATES LOW E ELECTRICAL NOTES - DOORS AND WINDOWS MAY HAVE SUBSTITUTE MRNJFACTURERS.BUT 51LL COMPLY WITH THE LIGHT.VENT AND EGRESS NOTES - - 1. WHEN CIRCUITS REQUIRED WILL NOT FIT IN A.SINGLE PANEL BOX. APPLICABLE ENERGY COOE.STRUCTURAL AND EGRESS REQUIREMENTS. 12. FOR EGRESS WINDOWS.THE MINIMUM WIDTH CLEAR OPENING SELL BE 2CF. - A SUB-FEED HALL BE REQUIRED.SEE SAT 6n - 2. F[R EGRESS WINIOOLUS. THE MINIMUM HEIGHT CLEAR OPENING 94LL IE 24'. Z. EXTERIOR RECEPTACLES HALL BE INSTALLED AT THE FRONT OT REAR 3 FOR EGRESS WINDOWS.THE MINMUM NET CLEAR OPENING SHALL BE 57 SF. EX THE DWELLING AND SHELL !£ WEATHERPROOF Of AND GFCI PROTECTED. G - 4. AGGWGRTE GLAZING AREA OF HABITABLE SPACES LIVING.SF_EPIWL EATING OR CGOKINGI EXTERIOR RECEPTACLES SHALL BE ON R GENERAL ILLUMINATION CIRCUIT.. - SHALL BE 8Z OF THE FLOOR AREA WITH 4Z OPENING FOR VENTILA7I0l - - EXTERIOR RECEPTACLES HALL NOT ON R CIRCUIT THAT HAS RECEPTACLES - - S. CIRC)FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS.ANY ROOM SHALL FOR EXTERIOR ODE OR R SMALL APPLIANCE CIRCUIT. - - - EXTERIOR RECEPTACLES OTHER THEY,)THOSE REQUIRED BY THE NEC ARE 13E CONSIDERED AS 9 WEN NON AN RO-D TEDAN OM MIEN AT LEAST OF AVAILABLE AS AN OPTION THE COMMON WAL OPEN RNO U►.DBSTRl1CTE0 AY•D PROVIDES RN HOPENING OF fi4 25 SOLIRET FEET. IfY4 - 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS,THAN F. . _ - 3 REFRIGERATOR RECEPTACLES ON SMALL APPLIANCE BRANCH CIRCUITS FIRE NOT 6. (IRO EXTERIOR WINDOW"AND DOORS HALL!E DESIGNED 70 RESIST THE DESIGN WINO LOADS - APPROVED LAUNDRY RED TO BE GFCI PROTECTED. - 4. LAIN[72T CIRCUITS ARE STR40Y20 IN CRAWL SPACE UNITS � - � - ABLE R301.2Q1 RD.US7ED FOR H£IC]fT AND EXPOSURE PER TABLE 3012[31. S OPTIONAL CEILING'LITES OR FAN LITES MAY REPLACE SWITCHED RECEPTACLES. �I SPECIFIED WIND 135-PRESSURE REOUIRED. - FO1- - • - 1836 PSF. CEILING FAN SCHEDULE TES MAY REPLACE CEILING LITES. - - CORP - •` - -6. CIRCUIT 9?£QLE REFLECTS ELECTRIC APPLIANCES.WHEN GELS RPPLIFY4CE5 ARE � ... @- 100/80-161.135=7218 NSF. - . 03- 105/85-185.135=2438 PSF. USED."THE WIRE..ILLUMINATION R-RNO POLE PARAMETERSRM1OF USED •'.,FILL BE 71{SANE AS - _ D4- 110/90-22 a 135-A7 PSF. FOR A GENERAL ILLUMINATION CIRCUIT OR MANUFRCTlRERS INSTALLATION INSTRUCTIONS .. MINIMUM RAMA GRADE REQUIRED - 7. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT. 15 RY,D ZO FVIP.RECEPTACLES ° - -INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN - 01 -��-��' � -' - ARC-FAUL.T CIRCUIT INTERRUPTERIS)- 19M NEC - .. @- 100/80-25 PSF. . - O9- 105/85-25 P5F.ARC-FAULT CIRCUIT INTERRUPTERCS ARE NOT REQUIRED IN CON,ECTICUT - 04- I10/90-30 PSF. R.L^RCw OPTIO L IN PEW-JERSEY. -R. ALL BRR,CH CIRCUITS THAT SUPPLY 125-VOLT. 15 RND'.20 AMP OUTLETS - - SS- 12CTIO - 95 NSF. _ . * h -INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN SEE SECTIONS R6132 AND R6139.. _ u�' �T�./AR 2 ARC-FAULT CIRCUIT INTEOMPTERS-20@ NEG alas FA6�OVA;1_ ��t UII�T PORTION MASTER SERIES ALL MODELS WALL COVERING SCHEDULE SCHEDULES d NOTES WALL COVERING STUD SPACING MUNCY HOMES, INC. 1567 PA ROUTE 442 EAST 1/4-WOOD PANELING I6"Oc - MUNCY, PR.17756 112"or:S/8- GYPSUM BOARD 16"O.G OR 24'O.C. - - DRN 8Y DATE I SCALE I REV. HT. N0. .. - 1/2''VINYL COVERED GYP..NO. 16'OD.OR 24_O.C. : _ _ _DFlTRB� NAME MJL 3 22 91 'NONE 10 1-2002 1 3. GENERAL NOTES - i GENERAL NOTES - 2 PLUMBING' ING NOT ELECTRICAL NOTES fLECTRICRL FIELD NOTES HEAT NOTES • 1. WALL 4C CEILING FINISHES SAL-HAVE A 1. WATER HEATERS IN ENCLOSED SPACES.SAL HAVE 2" L DWV LINES SHALL BE RES SCHEDULE Q COMPLYING . WIRING SHALL BE IN ACCORDANCE WITH THE LATEST 1.INTERMOOULE CONNECTIONS 1. SEE DRAWING 34 FOR MINI SUMMARY AND NOTES FIND FLAME SPREAD RATING O•NOT GREATER THORN 204 MIN CLEARANCE OR FINISH SHALL HAVE FLAME SPREAD WITH RSTM D 260 OR PVC SCHEDULE 40-COMPLYING ADOPTED NEC AND INSPECTED IN PLANT 19Y AN A-BASEMENT MODELS•ELECT.CONNECTIONS BETWEEN U VALUES OF WINDOWS AND DOORS 2. EACH DWELLING SHALL HAVE R MAIN EXIT DOOR RATING OF LESS THAN 2S - WITH RSTM D ZsM COPPER DWV COMPLYING WITH RppROVED DUALITY RSSURFTCE AGENCY. 'MCOU-E(S)AND PANEL BOX PRE BY DIRECT HOOK-UP TO 2. ALL WIP40OWS AND DOORS SHALL BE WEATHERSTRIPPE4 THIS DOOR SMALL BE SIDE-HINGED NOT LESS THAN 2. OPTIONL FACTORY BUILT FIREPLACES SHALL BE LISTED.- ATM B 306 15 IVPILRBLE AS AN OPTION • 2 CIRCUIT 92ERKERS ARE RATED AT ldlp0 RIG THE PANEL�WIRES ARE LAiffLED ACCORDINGLY. 3. CONNECTED ELECTRIC BASEBOARD HEAT LOAD FALL NOT 3 FEET IN WIDTH AND 6 FEET B INCHES IN HEIGHT. LABELED AND DSTALLED IN ACCORDANCE WITH THE PLASTIC PIPE MWV)MAXIMUM'HORIZONTAL SUPPORT B-2 STORY MODELS•2nd FLOOR 61RES FARE COILED EXCEED 8=OF RATED CAPACITY.1'4T OF BASEBOARD 3 EXTERIOR WILL CONSTRUCTION RATING AND DISTACE CQ•DUC7O25.DEVICES AND EQUIPMENT.SHALL !E LABELED EACH- SEPARATIONS SAL CONFORM TO SECTION 302. SALLY BE TESTEDITS ACE WITBD�T177. ROES M�1'w�iM VERTICAL SUPPORT SPACING -EAACH.STORY ��/OR LISTED BY AN APPROVED TESTING AGENCY AND UNDER THE FLOOi OF RE'D MODULE.THESE WIRES ARE IS RATED AT zw WATTS.z+0v. . TO BE FED THROUH PRE-DRILLED ALES IN THE l.R UNITS SHALL BE 4. CEILING.HEIGHTS SHALL CONFORM TO SECTION 30S HEIGHT AND PIPING SHALL HAVE R MIDSTORY GUIDE. 'INSTALLED 1N ACCORDANCE WITH LISTING.fViNFACTt1RER5 FLOOR'ENDWRLL TOP AND 50.E RATES IN STUD CAVITIES 4. EL�RCTURE��DTRUC IONS. A$LI OF0.UIT5 0 ' S. DWELLING UNITS IN TWO-FAMILY DWELLINGS SAL BE 3 C MPLYR FIND NFPA 211. AND CONNECTORS SHLL 4- INSTRUCTIONS FIND APPLICABLE CODES- . SEPARATED FROM EAOI OTHER BY WALL AD/OR FLOOR 4• BATH FAN OUTPUT M CFM-MIN KIT.EXFL 135 CFM MIN SPACER��MR7CIMl1M HORIZONTAL SUPPORT SWITCH DIRECTLY BELOW THE 2Pd FLOOR WIRE DROPS. SPACING- 6'-P. ENCLOSED INCANDESCENT CEILING LIGHTS IN R CLOSET SWITCH lECS FOR lid FLOOR STAIRS LIGHT DROPPED TO SAL COMPLY APPLICABLE C00. ASSEEMBLIES OF NOT LESS THAN I HOUR FIRE MAXIMUM VERTICAL SUPPORT SPACING- EACH STORY SMALL HAVE 12-MINIMUM HORIZONTAL CLEARANCE FROM S FIFO' G LO PERKIC BASEBOARD HEAT=55p BTW AT IHl'}' S SAFETY 0.8.4. SAL 8E USED WHERE REQUIRED BY BASEMENT TO BE INTERCONNECTED TREAD ON SITE 8T BUT.BOX FIT 1 GALLON PER MINUTE " RESISTIVE RATING WHEN TESTED IN RCCOROACE WITH EEICHRT BUT NOT TO EXCEED ID-P. COMBUSTIBLE MATERIAL.SURFACE MOUNTED FLUORESCENT C-CAPE MODELS MINiFFICTIRER PROVIDES.A1NCT.BOXES 6 FOR M•ORONIIC BRSEBOFA20 HEAT SYSTEM.MANUFACTURER ASTM EIIEL FLOOR-CEILING ASSEMBLIES SAL EXTEND SECTION NO 30fl4.MR=5' 36Q9244 2. WRYER SUPPLY LINES SHRILL.BE TYPE L COPPER OR RECESSED ENCLOSED INCANDESCENT CEILING LIGHTS IN IN.CEILING BEHIND KNEEWALL FOR GEN. ILLUMU4INATICl% SUPPLIES HEAT WITS CONSISTING OF: TO FIND BE TIGHT ROMNST THE EXTERIOR WALL,AND fi THIS NOTE RESERVED FOR FUTURE USE. COMPLYING WITH ASIA B SOL A CLOSET SHALL HAVE 6• MINIMUM HORIZONTAL - SMOKE DETECTOR AND HEAT CIRCUITS ON 2nd FLOOR BY COVER. ELEMENTS.CAPS.3/4-TYPE M COPPER STUBBED WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE OF 7. PTHIRDLATE PARTY LABEL. CERTIFICATION LABEL AD DATA NE CpVC COMPLYING WITH ASTM 0 2846 MAY BE DIERRFACE FROM COMBUSTIBLE MATERIAL. BUILDER ELECT.MATERIALS TD COMPLETE THE 2nd FLMR THROUGH THE FLOOR.BUILDER 15 RESPOS FOR THE THE ROOF SHEATHING WHEN THE FLOOR ASSEMBLIES ARE PLATE SAL[f AFFIXED TO THE KIT.ORANGE CABINET. �D A5 AN ALTERNATE MATERIAL. . - S NONMETALLIC 5PERTHED CABLE SHALL BE SECURED.AT FIRE TO BE FUI-WSHEO AND INSTALLED BY THE BUILDER IN BOILER AND ALL MATERIAL'TO COMPLETE THE SYSTEM REDUIIRED TO BE FIRE-RESISTANCE RATED.THE FOR STATES REOUIRING ADDITIONAL LABELS THE LABELS COPPER LINES MAXIMUUM HORIZONTAL SUPPORT MEMBERS NOT LE 55 THAN 1 1/4-FROM EDGE OR SHALL RCCORDANCE WITH GOVERNING COWS.SEE KITE •2EL 7. COPPER WATER PIPE,TYPES K FIND M SALL COMPLY SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL SHALL BE AFFIXED IN R CLOSET OF EACH R(bITIONA SPACING-V-Cr. - -BE PROTECTED WITH 1/1G THICK STEEL SLEEVE.OR - 0-RASED RAM?H MODELS-FOR SITE INSTALLED DEVICES WITH AST14 B 88 LME01NICAL SYSTEMS OLTL HAVE AN EOUAL OR GREATER FIRE RESISTIVE RATING MODULE (IBC,�'MD.MI.�'0-11. MAXIMUM VERTICAL SUPPPORT SPACING EACH- PLATE CABLE PASSIM'+THROUGFI NOTOES SHALL BE AT ENTRY.L.SWITCHES.RECEPTACLES ETC WIRES fl - - '> - INOICRTES PIPING BELOW FLOOR BY BUILDER fl GARAGES SEAL COMPLY WITH SECTION 3[a WHEN R MODULE DOES NOT HAVE A CLOSET.ADDITIONAL STORY HEIGHT BUT NOT TO EXCEED IQ-V. PROTECTED WITH R 1/I6'THICK STEEL PLATE. ARE EITHER STUBBED TO BASEMENT OR COILED FOR SITE ARROW INDICATES DIRECTION OF FLOW FOR HITORONC BIRC)CAAZPORTS SHALL COMPLY WITH R3DB.4. LABELS SHALL BE AFFIXED TO THE KIT.RANGE CABINET. CPVC LINES MAXIMUM HORIZONTAL SUPPORT RDNMETALLIC SHEATHED D'$E SFAL BE SECURED AT INSTALLATION OF DEVICES BY BUILDER BASEBORO HEAT LAYOUT. CAPE Lt4IT5 FOR NEW HAlAPS1IRE SHALL HAVE THE LAA3EL SPACING - 3-0•- 4'-6-MAX WITHIN 1'-0'O. OUTLET BOX E-WEN CIRCUMSTANCES REQUIRE CONNECTIONS O WIRE R MANUFACTURER SHALL PROVIDE A FRAMED CHASE UPON, 7, CONCEALED SPACES BETWEEN FLOOR/CEILING ASSEMBLIES FOR THE UNFINISHED UPSTAIRS PORTION AFFIXED TO THE- MAXIMUM VERTICAL SUPPORT SPICING- EACH fi RECEPTACLES$FALL NOT BE LOCATED OVER MY PART BETWEEN MODLES.A JUNCTION BOX WILL BE LOCATED REOLEST TO ALLOW FOR FLUE67 OR OATS TO BE SHALL BE DRAFTSTOPPED AT 1000 SF INTERVALS. KITCHEN RANGE CABINET. STORY HEIGHT AND PIPING SHALL HAVE A OF ELECTRIC BFSEBOAfD HEAT UNITS. - UNDER THE FLOOR OR NEAR THE ATTIC ACCESS INSTALLED ON SITE BY BUILDER.SIZE TO BE H FIRER-COKING SAL BE PROVIDED IN WOOD-FRAME IBC UNITS MAY HAVE LABELS GROPED IN ONE LOCATION - MIDSTORY MADE. • 7. KITCHEN COUNTERTOP,BATHROOM.U'fRRAGE AND EXTERIOR F-SEE MANUFACTURERS SETUP PROCEDURES MWNAL. DETERMINED BY BUILDER.FLOOR CONSTRUCTION AND FLOOR-CEILING ASSEMBLIES WHEN THE KIT.CABINET IS INSTALLED ON SITE BY THE 3 .HORIZONTAL CIRRI LINES 2 1/2'OR LESS.SHALL ACHE IN ACCORDANCE WITH SECTION 602.fl AIR.LABELS AND DATA PLATE SHALL BE AFFIXED IN A RECEPTACLES SALL BE GFCI PROTECTE4KITCHEN AND G-ELL CONNECTIONS ARE HRH ON SITE BY BUILDER 14 FLEXIBLE DUCT CONNECTORS BALL ff LIMITED TO 14 CHIMNEY FIRER SAL COMPLY WITH fi02H CLOSET OR-IN ANOTHER KIT.CAB WHEN R MODULE HORS A MINMUM OF 1/4-PER FOOT. BATHROOM RECEPTACLES SHALL BE ON 20 RAP GFCI 2.A- SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR FEET IN LENGTH FLEXIBLE DUCT LENGTH IS ll1UIMITE4 FIREBLOCXING SHALL BE APPLIED BEFORE SPACE IS NO CABINETS OR CLOSETS.LABELS FIND DATA RATE HORIZONTAL DRAIN LINES 3•TO E SAL ROPER CIRClII7I5). -. TO BASEMENT TO BE INTERCONNECTED WITH BASEMENT 1t.MAUF ACTUER HAS OPTION OF OMITTING THE HEATING COVERED OR CONCEFLED. 9HLL BE AFFIXED IN A CLOSET O ANOTHER MODLLE MINIMUM OF 1/S PER FOOT. fl SMOKE DETECTORS SHALL F[REX 451E OR A SMOKE DETECTOR.BY THE BLIILd=R fl LIRCI COPPER AND PLASTIC PIPE SHALL BE PROTECTED g EXTERIOR CHASES SHALL HAVE IN6HLRTION FIND pRTWALL.. CHANGES IN DIRECTION O' DRAINAGE PIPING SHALL BE - B- FOR CAPE UNITS.WIRE-15 STUBBED THBU FLR/CLG SYSTEM FOR ON-SITE INSTILLATION BY.BUILDER - WHEN LESS THAN] 1?FROM NEAREST EDGE OF WOW g LISTED.EOUIVRLENT. MADE BY 115E O'45 DEGREE WUTES:LONG SWEEPS: FOR BUILDER TO INSTALL 2nd FLOOR SMOKE OETECTORm MEMBER PROTECTIVE SHIELD PLATES SHALL BE A MIN 9. HANORFTELS SHILL BE PROVIDED ON AT LEAST ONE SIDE GTH.BTH OR I6TH BENDS.OR APPROVED COMBINATIONS ��DETECTORS SHALL DIRECTLY CONNECTED TO A 3 BRT RDW CIRCUIT WIRES DROP FROM EACH FLOOR TO OF DD62'THICK STEEL AND SHALL COVER THE AREA OF OF EACH STAIRWAY WITH TWO OR MORE RISERS. OF THESE OR EDUIVRLENT FITTINGS. GENERAL ILLUMINATION CIRCUIT WITH NO INTERVENING' BASEMENT TO BE INTERCONNECTED BY BUILDER THE'PIPE WHERE THE MEMBER IS NOTCHED OR BORED HANDRAIL HEIGHT.MEASURED ABOVE STAIR TREAD SHORT-SWEEPS-S-AILL"BEPERMITIED IN DRAINAGE SWITCHES SAL BE INTERCONNECTED IN:SUCH A MANNER 4. L _5PRCE W1�.�ETg -- TAL NOSINGS-SAL BE NIT LE55 THAN 34 INCHES AD NOT P(PING WHICH IS 9 INCHES t)Q LARGER EXCEPT FOR THAT THE ACTIVATION-OF ONE RLRRM WILL ACTIVATE'FILL MIHF�R OTHER WITS MANFAC7 CORN EITHER ' Ap SHALL EXTEND A MINIMUM O 7 ABOVE 50.E MORE TFPN 38 INCHES. RLRMS IN THE INDIVIDUAL UHT.THEY SHALL BE HSTRLL PANEL BOX WIRE BOX 1.0"RNERTH FOR MOUNTING PLATES AND BELOW TOP"TES.SEE P2fiO3.21 DOUBLE SANITARY TEE FITTINGS 14 THE MANUFACTURER MRT SUBSTITUTE FOR THE 14 VENTILRTION OF ATTIC SPACE SHALL BE PROVIDED BY SINGLE AND ODtaE SANITARY TEES SHALL BE LOCATED IN EACH SLEEPING ROOM OUTSIDE OF EACH � R OR Lp�L WIRj5 6 SHIP BOX 6 BRER0=R5 JOIST HANGERS SHOW IN THE TYPICRL CROSS SECTION R COMBINATION OF ERVE AND RIDGE VENTS.THE PERMITTED ONLY IN VERTICAL DRAINAGE PIPING. SEPARATE SLEEPING AREA AND ON EACH FLOOR LEVEL- DRAWINGS.R 2.2 NOMINL WOCO LEDGER STRIP. MINIMUM NET FREE VENTILATION FIRER FALL BE I/MO CRC)SEE TABLE 30051. - - ALL SMOOT PLAZAS SHALL BE LISTED AO INSTALLED IN S.WHEN PANEL BOX 15 INSTATED IN UNIT.ELECTRICAL O'-THE-FIRER OF THE SPACE VENTILATED, S MIFM L TH FROM HASTE OUTLETS TO TRAP WEIR ACCORDANCE WITH THE PROVISIONS OF THE CODE AD CONECTIONS.BETIEEN MODULES ARE MVDE-IN JUNCTION IL O1R5S)WHEN SGD IS SECONDARY EXIT. THE MINIMUM 11. THIS NOTE RESERVED FOR FUTURE USE. SAL 24-- NFPA 72•SEE ELECTRICAL FIELD ROTE •2. BOXES IN THE ATTIC CAVITY NEAR THE ACCESS PANEL OR DIMENSION SHALL BE 30'. (N THE BASEMENT.MFR.SUPPLIES JUCT.BOX AND WIRE. 12. INTERIOR WALL AD CEILING FINISHES IN ENCLOSED )4 WHEN AREA IS PROVIDED.WASHERS.CATERS WRIER- [ BE GRODUNDE� E 2 FRYILY DWELLING EXITS�-L HAVE R FLAME g AS AN ALTERNATIVE TO VENTS THROUGH THE RODE.AIR HEATERS MAY BE INSTALLED BY K4d.FFCTURER WHEN F' L�OERRCIN�LWITM GOVERMNjCOOES.BY - FYY4ITTRNCE VALVES COMPUTING WITH RSSE 1053 SHALL SPREAD RATING OF D TO 7S RARER 15 NOT PROVIDED.APPLIANCES PRE PROVIDED " 11 INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL SYSTEMS LIE PERMITTED FOR A SINGLE FIXTURE OR FOR. By BUILDER OR MANUFACTURER AND INSTALLED BY BUILDER 7,AFTER ICE HOME IS SET COMPLETED THE FOUPORTIE IN THE HLLTIRE FIXTURE TARPS RHOT FOR OC - ELECTRICAL-SYSTEM IS OVEINGOD OTHERS C IN HABITABLE SPACES.NO UTILITY SPACES 7. HORIZONTAL VENT PIPES SAL BE LOCATED H MINIMUM ON SITE. UPEkiM llNI4 WITH THE GOVERNING CODES R COMPLETE . - STRIRWR7S CLOSETS 11TILET7 P2EA5.BATHS. _ 'DF 6'ABOVE THE FLOOD LEVEL RIM lY TO HI MINIMUM I1.OUTLF'7 BOXES IN RRF RRTF-O JOYS-gMFI iF$9HA_L BE DFtkfUIlONAL DECK SAL A PERFORMME4 THIS O7EL'K KITCHENS.GARAGES.CWAbPUR75.ETC MAY BE PASS(L SEYMOR TYPE PIIBRN OR A LISTED EOUIVALEHT. FIXTURE SERVED. SHALL BE THE RESPONSIBILITY OF THE BUILDER INTEGRATED WITH PINY FLOOR PLAN.THEY MAY BE - Z. KITCHENS R RECEPTACLE OUTLET SHALL BE INSTHI.LED SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE B.COMPLETED ELECTRICAL SYSTEMS SHLL BE INSPECTED, ROTATED 90'-AND/OR REVERSED IN"AW DIRECTION. AT EACH WALL COUNTER SPACE THAT IS 12-OR WIDER • IN PART OR IN THEIR ENTIRETY.APPLICABLE R CHEMICAL A COMPOSITION EO TO OR LESS THAN RECEPTACLE OUTLETS SHALL BE INSTLLED SO THATT NO AND TESTED IN CONFORMANCE WITH NFPR-70. 02 PERCENT LEAD. THE SOLDER SHALL COMPLY WITH. ' ON ALL SYSTEM DRAWINGS ARE CROSS REFERENCED POUT ALONG IZO WALL LINE IS MORE THAN 24- ON ALL FLOOR PLAN DRAWINGS CASIRONCEALED B 32.THE FLUX SHALL ECOMPLY WITH ASTM B tQi MEASURED HORIZONTALLY FROM R RECEPTACLE OUTLET IN HEAT FIELD NOTES - 14.THIS NOTE RESERVED FOR FUTURE USE. 3 CONCEALED PIPING IN LBEE ROT AREAS AGAINST NG, THAT SPACE. " - IS THIS NOTE RESERVED FOR FUTURE USE. OUTSIDE WALLS SHALL BE PROTECTED AGAINIST 13 WHEN CIRCUITS WILL NOT FIT IN A SINGLE PANEL BIT. - 1. IF HABITAAE ROOM,ARE TO BE INSTALLED ON SITE SUB-FEED SHALL BE INSTALLED.SEE DRAWING 6e. IN BASEMENT BY BUILDER ADD R COMBFTIBE FUEL Ill BASEMENTS WITH HABITABLE SPACE AND EVERT FREEZING PIPING SHALL NOT BE LOCATED IN A - - • - SLEEPING ROOM SHALL HAVE FIT LEAST ONE ONENRBLE UNHEATED B SPACES WHEN POSSIBLE. 14.GFCI CIRCUIT PROTECTION SHALL !£PROVIDED BY- CONSTRFURNACUCTED TE SANDAEV R FURNACE ROOM SAL t£ IQ JOINTS BETWEEN DIFFERENT GRADES O PLASTIC PIPE CONSTRICTED AND R VENT TO EXTERIOR PROVIDED CHECK - EMERGENCY'ESCAPE AO RESCUE OPENING WITH R SILL BREAKER OR RECEPTACLE. "- -AD OTHER PIPING MATERIAL SHALL BE MADE WITH FlNl APPLICABLE CODES FOR iD0ITI0NAL AEOUIREMENTS. HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. IS FOR WHIRLPOOL TUB-OUFFICT. RS INSTALLATION SHLL tIO IN A MINIMUM NET CLEAR OPENING AREA OF S7 SOIFIRE APPROVED A]RPTER FITTING. INSTRUCTIONS WITH SSALLL BE RER5PROTECTED. - FEET.R MINIMUM NET CLEAR OPENING HEIGHT OF 24 I1. FOR ORBS PIPE FIND FITTINGS.R SOLVENT CEMENT INSTRUCTIONS AND SAL t� fFt] PROTECTOO. - - - INCHES AND R MINIMUM NET CLEAR OPENING WIDTH lF THAT COMPLIES WITH ASTM D 2235 SHALL BE APPLIED Ill WIRING 54"BE TYPE NMEL ` TO ALL JOINT SURFACES. « .20 INCHES. FOR PVC PIPE AND FITTINGS. R PURPLE PRIME THAT 7.WHEN R'WASER RECEPTACLE IS INSTALLED IN R 17.EACH DWELLING WIT 5HLL CONTAIN FIT LEAST ONE COMMIES WITH ND D F F ES6 SAL BE E'P BRTHARQQM,WHETHER R SEPARATING DOOR IS PRESENT OR ' HABITABLE SPACE WITH ISO SQ FT. SOLVENT CEMENT NOT PURPLE IN COLOR AND NOT.THAT RECEPTACLE SMALL BE GFCI PROTECTED. O20 50.FT.FOR IRC1 MINIMUM GR'O.i FLOOR PEAL COMPLYING WITH RSTM D 2564 SAL BE APPLIED TO Al B.3 WRY AND 4 HAT SWITCHES BALL 8E 50 WIRED THAT ' OTHER HDITRB•E ROOMS FALL HAVE R FLOOR FIRER JOINT SRRFACLS ALL SWITCHING 15 DONE ONLY IN THE UNGROUNDED OF NOT LESS THAN 70 SD.FT.EVERY KITCHEN BALL CONDUCTOR.SWITCHES OR CIRCUIT BREAKERS SHALL NOT - HAVE NOT LESS THAN)50 54 FT.OF GROSS FLOOR AREA .12. BATHTUB AND SHOWER FLOORS AO WALLS-ABOVE DISCONNECT THE GROUNDED CONDUCTOR OF A CIRCUIT. - HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE LESS BATHTUBS WITH INSTALLED SOWER HERDS AD IN 19.FOR OWNER-OCCUPIED ONE-FAMILY DWELLINGS WHERE THE - THAN 7 FEET IN ANY HORIZONTAL DIRECTION SOWER COMPARTMENTS SAL BE FINISHED WITH A OWNER WISES TO OMIT ELECTRICAL DEVICES.FIXTURES - Ifl THE GRERTEST RISER HEIGHT OR TREAD DEPTH WITHIN NONAB502NNT SURFACE.SUCH WALL SURFACES BALL AND WIRING.EXEMPTIONS SAL BE SUBJECT TO ` ANY FLIGHT O' STARS SAL NOT EXCEED THE EXTEND TO R HEIGHT OF NOT LESS THAN 6'-Cr ACME APPROVAL BY THE AUTHORITY HAVING JURISDICTION THE FLOOR -THE WIDTH BY MORE THAN 3/8-. A FOR D 8. PROTECTION SHY 3.ER.SEE ELECTRICAL NOTES - - THE WTDTH OF OR LENDER:BALL NOT BE 1E55 ALL li SOWERS AND TUB/SHOWER COMBINATIONS SALT BE 7 AND B.SHY 34 SEE SFRT 3e FOR ADDITIONAL - - - - THE STAIRWAY OR DOOR SERVED.EVERY LAND]NG BALL EOU7PPED WITH CONTROL VALVES O THE PRESSURE ELECTRICAL NOTES HAVE R MINIMUM DIMENSION OF 36 INCHES MEASURED BALANCE. THERM05TATIC MIXING OR COMBINATION 22.VYL RI)INSULATED STAPLES BALL BE INSTALLED. - IN THE DIRECTION OF TRAVEL. - PRESS-IRE BALACE/THERMOSTATIC MIXING VALVE TYPES zLMRl SWITCHES AND RECEPTACLES SA-L HAVE GASKETS. IS.STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN WITH HIGH LIMIT STOPS COMPLYING WITH WITH 23 IM ONE SMOKE DETECTOR IS PROVIDED FOR EACH I= - CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED RSSE/ANSI IOIfl THE HIGH LIMIT STOPS SHALL BESET SF OF FLOOR FIRER OR PORTION THEREOF.DETECTOR151 _ HTDRRIL HEIGHT AND BELOW THE REQUIRED HEADROOM TO LIMIT WATER TEMPERRTIRE TO R MAXIMUM 320*F. SHALL BE ADJACENT TO ALL SLEEPING FIRERS AND ON ' HEIGHT.HRNDRNLS SHALL NOT PROJECT MORE THAN 14. BATHTUBS INCLUDING GARDEN.WHIRLPOOL AND HOT T{BS THE SAME CIRCV,,,T.SMOKE DETECTORLSI LOCATED WITHIN 45 INCHES ON EITHER SIDE O THE STAIRWAY AND SILL HAVE OUTLETS AD OVERFLOWS AT LEAST 15 20 FEET OF R ACYGHJEN OR BATHROOM CONTAINING A THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND INCHES IN DIRMIETER. AND THE WRSTE OUTLET BALL BE TUB OR.SOWER SAL BE PHOTO ELECTRIC TYPE - - GENERAL FIELD NOTES BELOW THE HANDRAIL HEIGHT SAL NOT BE LESS EQUIPPED WITH AJ APPROVED STOPPER SZKE DETECTORIS. THAN 315 INCHES MERE A HADRAIL 15 INSTILLED ON 15. C04MALED PLUMBING SHALL BE TESTED.IN THE PLANT. 24ARO ONE SMOKE DETECTOR 15 PROVIDED FOR ERO.1 1201) - L WHERE ADJOINING MODULES HAVE GAPS THAT IRE 1/8• ONE SAL-AND 27 INCHES WHERE HANORRILS ARE NO PLUMBING BALL BE CONCEALED BEFORE TESTING. SF OF FLOOR FIRER OR PORTION THEREOF. + OR MOE.FIRESTOPPING SHALL 19E PROVIDED FIND PROVIDED ON BOTH SIDES. 16. IN-PLANT PLUMBING SAL BE LABELED AND PROTECTED WIRING IS DONE IN THE FACTORY.THE FINAL LOCATION INSTALLED AT ALL CEILING FIND FLOOR LEVELS BY FACTORY SAL PROVIDE OPENING THROUGH FLOOR DURING TRANSPORT [PLUGGED.CP'PEO.ETCH OF DETECTORS)15 DETERMINED BY THE FIRE MFRSA. -THE BUILDER AND/OR SET-UP CREW ON SITE LARGE ENOUGH TO ALLOW STAIRS TO COMPLY WITH CODE. 17. JOINTS PROLONG PLUMBING FIXTURES SHALL BE MADE THE TYPE, THICKNESS AO INSTALLATION O MATERIAL WATERPROOF AT FLOORS.WALLS AND COUNTERTOPS SERVING AS A BARRIER TO-THE 11RB5TRlCTEO-MOVEMENT•-_ fl SEE DRAWING SimFOR ADDITIONAL KU�AW3iG"HATES ` OF FLAME AND PRODUCTS A COMBUSTION SHALL BE P ig MR)3'VENT EXTENDS 18' TO 24-ABOVE AND 12• - . APPROVED BY THE GOVERNING CODE OFFICIAL. SLLOW Lam. 2.MANUFACTURER HAS OPTION OF OMITTING PORTIONS A 0MA1 ASS OR PVC PIPE SAL HE SUPPORTED " O-/OR COMPLETE ROOF.CEILING AND/OR FLOOR HORIZONTP.LT AT 4'-C•MAUL FOR PIPING Z-AND LARGER - - SECTIONS OF MODULES IF BUILDER WANTS TO AND AT 3-0'MRX FOR SMALLER PIPING VERTICAL CONSTRUCT SAME IN THE FIELD.DESIGN OR - SUPPORT SHALL BE 4'-D•MAX. - - VERIFICATION OF DESIGN.SAL BE 13Y A P.E.OR RA - 21. AMA)COPPER WRIER LINES FIXTURE UNITS ALLOWED . .. IN ACCORDANCE WITH GOVERNING CAS. TO ENSURE - 1/71 7.3/4' 17.11 34 ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING CPVC WRIER LINES FIXTURE UNITS ALLOWED DESIGNCAPABIER IL THE LOAD BEARING WALES lat L 3/4�VENT 14. 1-25 - - APPROVED VERIFY T SHAA.L CONTACT THE DE.ANDTA - 22 APII ALL VENTS BALL EXTEND 3'DIAMETER.77 ABOVE - - ' - VERIFY THE SIZE.SPECIES GRADE.AND C.C.OL SPACING - .AND 24.80.0W ROOF.OF HOD BEARING O-ZMBERS-MATERIALS TO � � � Z3 ARID HOSE B1B85 FALL HAVE BRCKFLOW PREVEMERS - COMPLETE OMITTED AREAS SHALL BEINSTALLED - AD SHALL HE FROST FREE.BY THE BUILDER IN ACCORDANCE WITH GOVERNING - - 3 IF BUILDER WANTS TO CONSTRUCT.FABRICRTE AND � �� . - AT7RCH ELEMENTS m PORCHES CRP'ORTS GARAGES ETC IN THE FIELD TO R LO13 BEARING EXTERIOR WALL: - - - D=51GN OR VERIFICATION OF DESIGN SHALL BE BY A P.E. -OR R RA IN ACCORDANCE WITH GOVERNING CODES. - _ . - - IN ORDER TO ENSURE DESIGN DOES NOT EXCEED THE .. - �[S 20�4 LORD CARRYING CAPAIBILITIES ON THE LDFD BEARING WALS DESIGNER SAL CONTACT THE MANUFACTURER - . TO VERIFY THE LOADING..SIZE.SPECIES GRFDE AND O.C. - .. . SPACING OF LORD BEARING MEMBERS A ` GABLE ENO WALLS EXCEPT FOR THOSE SUPPORTING WINGED - - - APPMO`frAL Wl TO NG GEES BALCONIES 2nd FLOOR WALL DERD LORDS FIRE - 'NOV-LORD BERRING CONTACT MANUFACTURER TO VERIFY - - 1FIDf iC1 Fl,Y BUW PORTION WEaR1NG COTUSNSTRUCTION OF GABLE END WALLS MEN IN DOUBT. - ELECTRICAL SYMBOLS {.WHEN ES,CARCTIGN AND ES.ETC. 15 O'ELEMENTS La. - PLUMBING FIELD NOTES - - - - PORCHES CARPORTS. LDS ETC IS ODNE IN R MILER - - THAT DOES NOT IMPOSE ANY ADDITIOA STRUCTUPIL LIVE .. 1. FIELD INSTALLED PIPING.BETWEEN SECOND 6 FIRST 1 - LORDS ON THE MODULAR UNIT.NO VERIFICATION OF LOAD FLOORS BATHROOM TILE 6 FREEZE PROTECTION ON ® GFI RECEPT CARRYING CAPABILITIES IS REQUIRED BY THE BUILDER FOR CRAWL SPICE PIPING PLUS ALL WORK DONE ON SITE U w THE ATTACHMENT O` ELEMENT TO THE MODULAR WTI. SAL BE APPROVED BY THE LOLL BOLDING CODES WATERPROOF RECEPT • S.OPENINGS IN MARRIAGE WALLS GREATER THAN S'-D' � - - SAL REOUIRE R STEEL COLUMN OR FOUNDATION ENFORCEMENT OFFICER. PIPING BALL N FIELD RANGE, HD00 VENTED TO EXT. T p PIER UNDER EACH ENO IN THE FOUNDATION. TESTED BEFORE CONCEALMENT. ® - MAS I ER SERIES ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS 2. WHEN SYSTEMS ARE COMPLETED AT THE SITE.THEY ® FAN LIGHT VENTED TO EXT. SOW LOCATION OF EXTRA SUPPORTS - GOVERNING LBass AND OTHER ff ACCOAPPROVERDANCE WIII -BY THE a PAWL Box O THERMOSTAT . ALL MODELS fl SHIP LOOSESTALL D PER THE AND C EQUIPMENT SHALL LOCAL BUILOTNG CODES ENFORCEMENT OFFICER - IN INSTALLED PER THE PRODUCT MANLFRCTURERS LOCAL BY BUILDER. . � -�•,LIC,rrt db OPLEx RECEPT SCHEDULES 6 NOTES 7•FOUNDATION PLANS ARE SUGGESTED ONLY. $' SINGLE SWITCH THREE WRY SWITCH MUNCY"HOMES. INC. FINL DZAWINGS FOR SITE WORK REQUIRED IN -. CONNECTION W/SET-UP/INSTALLATION OF THE UNIT - - .,g& SMOKE DETECTOR p JUNCTION BOX - SHALL BE DONE BY.R P.E.OR RR BASED ON LOCAL SOIL-CONDITIONS - - o ELECT BASESO o HrDRQNIC BSEBD 1567 FOR ROUTE 442 EAST _ B.HiNORRIL5 BALL BE INSTALLED BY BUILDER BEFORE UNIT ABITABLE. HANDRAILS FIELD INSTALLED AD ALL �. 220 RECEPT STRIP OUTLETS MUNCY. PR 17756 IS H WOW DONE ON SITE SHALL BE APPROVED BY LOCAL _ _ BUILDING CODE ENFORCEMENT OFFICIAL. - DRN 6Y DATE SCALE REV. HT- ND. DATABASE NAME MJL 3-22-M NONE 10-1-2002 3b 03\3b-std FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SCATHING SCH�: • WALL SHEATHING SCHEDULE . FLOOR SHEATHING SCHIEDULE • ROOF PANEL SPAN o/c s FcDG AND MAXI4l1H - RATING REIZAItm R.LOHiiBLE LIVE LOAD L FAA.OR OTTER MAIERI L MAY BE SUBSTITUTED. - ' ,�g•� 9/8•PLYWOOD S7'ETiTFOIC SAr PLYWOOD S ERTHDr- 19P3t TAG PLYWO.SR�YI-FLOOR OR EO.iL 9EA'Tl�il' SPAN �a� S. 2. ELEMENT M�1� OF DECREASING fl£ - sPRCRG SINE.sty AND GARDE OF FLOOR.1rnsT 9NG sL2E 9PELff5 AND GRADE OF-F7_OOR.JOIST-SEE.NOTE:K' - 7ss� - ?9�i9r - - TrmC►atss RATING & END.1>A(fED LLa49Eit MAY BE USED IirEROAIGEITBLY3/4" . 40 PSF LIVE LOO t;o nsc i i 7/Ur SHEATHING MOB,VIERTHaNG. � - im/w TGG Da STURD-FLOOOR OR EaNt- 15,w -�6 7700� 12 PSF BD PSF AND GRA WITH CE IN�WFLL T=P27MM OF THE��E® , .24• w BO SPF 60UTH6 n OR E05L z4• 1r z,®'sR�F wn DR.aiL - - I.-w: Lam,.. 5� 19/9T 40/m 190 PSF zU5 PSF 90ra PSF 4: ALL:SUMMARY,TAERM REFLECT THE UW N09. zV 1B• 20 SM-1,OR E'A/L - S NINE 1 ATM FLDa1:,33 DEEM24M FOR STORAGE.USE z4• 18• 2d SPF wa OR E1 EQL 1/2' _ 1/r S/4- 24' 24• zd6 SPF a0tID9 OR ESA 2V 1G ba SPF(SOUTH)•2 OR EARL - 15/9T COMBIWATIDN SHOTTHE G/�DG � - 24' fe zd2 SPF tSDUIG•2 0R EiOiL THE ROOF 9t7NiHD4G SCHEDULE t9/8'.NOT APPLiCFBLD,. ze w 24 STP.1 OR EOl RL VZ COMBINATION� SEE GENERAL NOTE•5 S. INiEER33M NON-LOWffRRUS WALLS MAY 11E >r 20 SPF wn OR MR 26' 16' 2d0 SPF•2/01 OR ECURL - 19/92•COMBINATION 9HFATHING/Sm1LG _ CONSTRUCTED OF EITHER WOOD OR STEEL sTUDS 29 w20 SM a 2d OR EOU L 29 w 2 SPF CSOUTFD a.OR EQ9i- SM CAMBDATI N 9HERTH NG/SID9G WOOD STUDS SHALL BE-A AIL OF Zd SPF SRO GRADE z6' 16' 2dO SPF ISO YM 82 OR EOU L 21T 12- 200-SPF Cs0UI0 02 OR EQJfLSEE - - : SPRCED'.NR'M,101E'THAN Z4'=WITH A PWD~ 19-01. 29 2' 2d2 SPF CSOUTHO•2 OR EQiZ- 29 is 2a���UTTH)0 OR OR ECURL - E STEEL STUDS SHfLL�.BE.R MINIM14 OF 1 1/4•FLANGE Z8' 192. •S�Zg SM TRUSS JOIST OR.EOURL 9Z IT 2d0 SYP•2 OR EOA _ x 3 12•X 25 GAL SPACED NO MORE THAN Z4.OC, 92 16• Z02 SYP•2 OR EO.iL. . _ - WITH R MA7U41lU..CEILINS HEIGHT OF]O-W. SEE OtTT .•5.'�'SHC.'ta_.'. � 1T W SPF w•1 UD FOAL ■ ALL SHEATKlNG IS AGENCY RATED AS AN TAIL PRE-ENGINEERED W00D9 STIO'9 MY 28' ze 2dD.SPF 01OR a OR FTx a. 2C 24r L00 SM(S0R 02 O ALSO BE 111E 122D.1 ESE ARE MWAPACTUR D IN 29 24' 2x12 SPF V(SOUTH S O I TOR FLOOR TGGUT D I NIARY NOTES:Es , �' 192 9 9R TTd193 JRSi OR FDURL L TREATS LUMBER. 1N AN EXTERIOR fPPLICRT1aN TO BE PRESSURE - .. BRSEMETfT WALL LAFDS.AND CENTER GIRDER SUPPORT LORDS AND SPACING - RATED H13M G PANELS . r �.7. RATIO 9HE7TIHID4G PAItT:S WITH ROOF 9PFN RA'fDG TfZ;ATID.LLVS�Tt OF 24.OR GREATER I STRIED WITH LONG OV%!aION w z WO SW wn OR MEOUR. TYPE OF UNIT ROOF PITLHI SNOW LOAD giL LOAT CENTER GIRDER CENTER SAC2N EITHER PASLLEl OR'PERPEN31CLiR TO STUDS 57 19 -%9YP K OR EQUAL WIDTH X/12 LIVE SEE SEE NOTES SUPPORT NOTES - .,. W O:2 W EXCEPT 9I>1MEr PLYWOOD PANE lm'"a SZ 19r •A06 9/8'TRUSS.LLLaT OR EOLiL - • SEE DETAIL•5 OF SKY 8. .. •1•Z h n AND n AND 09- - ED Sl�TH SHEATHING ZNITH'RROOF SPAN RATING . - - 2V I- WOCH4 ELL,STET.TEE .LESS THAN,9 40-60 78B-990 14"-I724 r_G` 760' ' LESS THAN 24,DffrR.LED WITH-LUG.SRN SO Pw LIVE LORD _ 2W 1 W*06 EEL SPl1T.TEE LESS THAN 9 40-60 650-m 1.60E-196E 10-P-W-M EnHER�PA3LL3_:OR-PHEF]�ILRR'TO STUDS . , W,=E)OCFPT PLYWOOD PANELS_9/8'THICK OR 2V Ur 2a SPF 190UTF9 02 OR EQUAL - 2F 1 RATIOS ELL.SPLIT,TEE UESS THM 9 40-.60 916-1076 L72-199E 9-•-9'-0'- - LESS MUST EE iFPL1ED WITH LOG aDg2aIDN .. 2V w2�i6 SW-2/n-OR-EDUFi. 3z L TTRNmmi-- SKIT.TEE 'LETiS�HgN'9 `40-SO1033--125 I='-2M "gHr--'V-W � - ACROSS STUM 2V z4• 2dD SPY,C90UTF0•2 OR EMIL - 24' 4 -t S/- 3 1O 4"-1724 7£-7'0, Zs 16' 20 SPF wn OR EC AL 29 1. RAISED RANCH Lim THAN 9 40-.60 945-I= DOE.-186E 10-?-9 P 26' 2V, 20 SUP•1 OR E>YiL - 29 1 ROM RANCH LESS THAN 9 40-60 1002-1174 171E-1896 9•S- 29 24• WD SPF GWYN)•2 OR EOLiL - - � - � 9Z� I RAISED-RANCH LESS Ttm 9 4a 60 1117 19M - IBM—2272 8'$- zr UP 20 SPF-ZAd OR EQUAL - 2V 2 2 STORY LESS THAN 9 40-60 1209-LW226E-2524 G-6 -6'-0" - 28'. w 2xID CSO SPF M•2 OR EOFL � ... 26 - 2 2 STORY .LESS THAN 9 40-.60 129E-1448 246E-2721 "-Tli - 29• 2Y 21dO SPF 62/61 11R ECURL 28 2. 2 STORY LESS THAN 9 0-60 1:06-154E 289E-291E 94T-7-8• - 92' 16' ZdD SPF(SOUTH).a OR OOiL - 92 2 2 STORI I FSS THAN 9 40-60 IS63-1743 2992-9912 7£-7 r -. . 37 z4• 2do STP n OR EMAL zV L RANCH W/RCTTC STOZFIGE 5-7. 40-GO a33-1239 1470-Um 77-U-M W 21V 2x12 SPF wn OR EQiL 2B 1. RRNr H W/ATTIC ATOlaWE 5-7 40 Rio 853-12" 1SM-191.E IO-O'-f! . . 29 1 TAN CH W/M=STORAGE 5-7 40-60 an-1299 1570-s9Rs . zV 1 RR W/ATTIC STORAGE 5-7 40-60 1044-1376 14-M-18M 7-IF-6'-0' . - EXTERIOR SIDE WALL STUD SUMMARY - EXTERIOR SIDE AND MRRURGE HALL STUD NOTES`. _NY I RR W/ATTIC STORAGE 5-7 - 40-60 1064-1984- ism-1916 -IDS.-9-0' LIVE LORD-40 PSF L LEFT.NUNM 19 WIND ZONE S SECOND GUST WIND ZONE-RIGHT NlA_BER S FASTEST z9 R'T 1 RR W/ TIC-STORAGE 5-7 � �40-60 1005-1403 LWO-Lei.- 9£-9-c - MILE24' 2 2 STY W/ATTIC STORAGE 5-7 40-60 L555-1646 2ZZO-2M S£-510' . WIG LIU NUMBER SEM SFECES,GTAOE SRO CEILING 2 ]W/BD MPH WIND ZONE APPLIES TO ALL AlM:8 EXCEPT THOSE LISTED w 2 2-STY W/ATRC STORAGE 5-7 40-lO 140E-1704 7980-2776 - 9-P-7�P ZONE WIDTH OF WE NIDiEA&10.IL OC HE'IDfTT IN NOTES N48'I�Z S AND 4. - MPH - STORE SPACING NOTE 7 28 2 2 STY W/RTTIC STORAGE 5-.7 40-60 1463-.L759 249D-S8i U-7-7 m 3 CO NB6 MPH 4@a ZONE O/5E 907 APPLIES lI 7H£FOLLOWING i - -1m/BD Z4'-28' 1-12 �4.0'Fwn--NOTES 14.16.17, Net 99' C(N!ECTIXlL - 28 2 COMEMPCiART LESS T}iN 9 40-SO - 1986-S.r16 289E-291E BAP-7'S 100/80.2V-W 1-2 W SPF STUD NOTCHED-NOTES 24• S3' IVIRTL A?D-EAST OF I-M 32 2 CQNTEIVMR RY LESS THAN 9 40-60 1433-1749 29M-SM T-W-710• - +- NOTE n NOTE 6 &15,16,1&19 NEWMRIV-30E. 24' 1 C 9 _ 40-60 us6-ISM 1112-1328 - VIG1NA--EAST OF I-0 TO COASTAL AAR3L 2$ 1 CAPE 9 40-W 116E-1554' 1162-39F8 31'£-10�' 110/90 24'-29 1 2x4 SPF.wn NOT E TE 19 w w 4. UO/90:MF3i'WIa ZONE W'4L1ES TO THE FOLLOWING AREAS 110/90 24' 1-2 Zx4 SPF wn-NOTES 14.15 1B' OELRWAiRE SUF:SEX COUNTY. - 2T 1 CAPE 9 -"40-80 .1186-157E 1212-142E I1l0' 10'£ UO/90 2V-32' 1-2 .235 SPF STUD 24' 96• MASAR#>SR79-L'IDO 20E NIMEER 1 - z4• 2 2 SNORT CAPE 8 40-RO 1546-1939 19L2-21Z8 u6w _ NOTE 6 - - NEWHArralm.-WIQCB'a-Arms OF OE78UT,MANCF£STER AND RRYHOa 2w 2 2 SNORT CAPE 8 40.-RO 160E-1994 =2-278E ow-B4 . 110/W 2V-29 1-2 2x6 SPF STUD NOTCHED-NOTES 24• .}is NEW JERSEY=SEE;'DCA BULLETIN 03-4 FOR WIND SPEED MR F. . NONE n NOTE 6 &lb 17,20 R HOOE.SLAG-•WI D ZON`NUMBER 2 Zs 2 2 STORY CAPE 9 40-80 IBM-204E 1 21M-290 8'-B•-9-0' 110/90 ZV-20 1 2x8`9PF STUD NOTCHED-NOTES 24• 96' VIRGI IA 0011SiFIL ARM zV 1 1/2 CAPE 12 40-60 1L45-1557 1178-147E 7.8''SIC S. 120/fOG NE MPH WIND ZONE APPLIES TO THE FOLLOWING ARM NOTE n &15 MARTAD.-COUNTIES-OF SOrE]MET,WICOMIDO AND W03kSTER - ' w 1 1/2 CAPE 12 40-GO 1180-1S02 12Z8-1478 111-P-101? .. 110 .2V 1-2 bS SPF SIM NOTCHED-NOTES 24• w NEW JERSEY-SEE;.DOAVIL LETIN 03-4 FOR WOO SPEED MAP. 2B I 1 1/2 I CAPE 12 1 40-60 12M-1S01 1276-152E 10 '-10-M - - NOTE n FOIE 6 &15 R ODE ISLAND-WOO ZONE NUMBER 1 24' _ 2 2 STORY CAPE 12 40-GO 1565-lw I=-2220 7-0'-6'N1• .. 12D/1.W-24'-9Z 'L -2x4 9PF wn-NOTE 20 >e• or -S. STUDS�ARE'LI'QTED TO'THE SECOND FLOOR OF A 2 STORY UNIT. - ZB' 2 2�STORT ONE � >2 4a-tO 1®-21p2 788E-2996 - 8�6'-Cd 120/1W 24'-28' L SPF wn-NOTES 14.15 1P 7. LmING.HERIaiT9 SHOWN ARE CfLWJTim HEIGHTS riNY t£GREATER>F R 29 2 2 STORY CAPE 12 - 4D-® 1675-zvn 219E-244E RT-8'-e'a 120/100 ZV-W 1-2 SRO J8' �• 2x=LATE%L-BRACE'15 PROVIDED AND b DOES NOT EXCEED THE CALCULATED NOTE 01 LENGTH'OF"THE-AiIII - 2V 2 Oil£WITH SHED DORMER 12-41 40-60 I=-1890 18"-2485 V_w-S V - - 1 NDTO£Ti NOT TO EXCEED A DEPTH OF Vr. 29 2 CAPE WITH SEED DORMER 12-41 40-TO 1s70-MOD 2059-25s B-6'-8-0• - MARRIAGE WALL STUD SUMMARY 1 11RAFAcnm His OPTION OF DELTiBRSIG THE STUD 4C,Sfvcm - 29 2 CAPE W17H SHED DOZIER 12-41 40-ED 1420-1730 2394-28e6 @-6'-9.0• LIVE LOAD-40 PSF - 10.STUD-CALCULATIONS RE BASED ON E7POSU E C IL EQUAL CR'BEITER MRTFRI L My BE SUBSTITUTED, 24' 2 SALTBOC 12'-5 40-60 1209-S4a 228A-25Z4 6'T-6 P .. NAIFlBFJR UNIT N MEE R �.SPECIES.MADE STUD CEILING 12 SIIO 151PPL.7CAB.E TO THE SECO D FLOOR OF R SfLTBOC UNIT,SEE DWG.7L Zs 2 SALTBOX 12-5 40-60 1286-1448 246E-2721 B'C-7-0 j MFOK WIDTH OF SEE NOTES IL DC P HEIGHT LY STUD 15 NOT APPLIf3S TO A CAPE WITH A SHED DORMER ON THE 12/12 SIDE � 2 SALTBOX 12-5 .40-60 13M-154E 269E-291B B -7- Wil1S STORIES - SPACING-NOTE 7 14.STIO IS APPLIC�F TO UNITS WITH A 5/12 ROOF PITCH AND THE ATTIC IS W 8' 1 2V-28 1 2x4 SPF STUD-NOTE 2 w95• USED FOR STORAGE. - _ .. . 2 z4'-3z I 2x3 SPF STUD-NOTE-13 16' 9ti 15.STUD S FFT%ICF8E TO UNITS WITH R 7/12 ROOF PIR7T AM THE ATTIC S - - - - 2 24'-2f 1 2x5 SW STUA-NOTES I--W 24• w USED FOR STORAGE. - L LEFT IAY�7t S FOR 4tl PSF LIVE LOW SNOW mPE. OTEM 16.STD ISAPPL.IL4HF �TO ROPE WITH R SHED DORMER.AFPLICfE TO THE . 1S 29 4.11/12 SIDE RIM NYII}7R S FOR 60 PSF LIVE LOW SNOW ZONE,.. , 2 24'-ZB 2 2.3 SPF STUD-NOTE 13,16 24• 99• 2 LOia9 ARE GIVEN IN LH/LINH3L FOOL I&STUD S APPLICABLE TO RUNITSCAP USING S SHED 5/t UD 7/12 ROOF 7Td159FS.,. - - . .....-..-', 2 2V:29 1 2x9-SPA SRO-NOTES 13.17 24• .T+�.. 1� GDTO07N�91i�S CONTINGENT 1P01 THE DNSTg1RTDTl OF R 1?x 9'x 12 STEEL PLATE 9.a.STUD S APPLIOB:E TO R CRF'E.WITH A SHED OOtNEIL_f}9PLICf8.E TO THE _ -- G'IIt078 _ --- 2 .. Z<'-9Z 1-2 2x4 SPF'yiYLi = - ,. Ib� - 12/12:SIDE - PROVIDING - 2 24•-28 DNA 2x4 SPF'IUD-WYE 18 24' 9C DESIGN I METHODS H SUPPORT MAY!£USED P TFE FOU04O T 71£T ARE:OPFB.E O'T%INSY,EI3IDNG THE 2M STUD IS APPLICABLE TO UNITS WITH ANOFO'TIONAL RAISED R� q�TERATEMETIODS SHALLL�APPROVED GOMM�BY THE LOCAL ELMMING OFFICIAL. , _ - 4. SEE APPLICABLE TYPICAL FOULaATION FLAN DETAILS SITYS K. S. ACTUAL FOUNDATION PLANS FOR ODEINSIONAL AND CENTER GIRDER SUPPORT SPACINGAVYibAB.E UPON R-�Ea•T. - .. e. FOR TYPICAL FoLmcRTMN DETAILS SEE DRAWV40CM . , 7. BASEMENT'WALL LOADS DO NOT REFLECT OPTIONS.SUCH AS OEI2w PCRCHE„a,.RAISED ROOF tP=,&EIG FOR UNITS WITH THESE OPTIONS,LOAM ARE RVFMJME UPON AEOU SL - APPROVED PF3�CORP 'AR 2 2 2004 APPROVAL UM`��fi10N FACT014Y NO MRSTER SERIES _ ALL MODELS STRUCTURAL SCHEDULES 6 NOTES MUNCY HOMES, INC. 1567 .PR ROUTE 442 . MUN&,; PR 17756 DRN BY DATEI SCALE I REV. kHT. NO.ORTA19ASE NW 0.9 _SW DJG 3-1-93I NOW -17-2003 3c FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHEATHING SC:HEOuLE: • WALL SHEATHING SCHEDULE: 'FLOOR SHEATHING SCHEDULE:'• RC30F PAWL SPAN D/C SPACING AND R14MMUFM $ • - - RATING REQUIRED ALLOWABLE LIVE LORD L EOUAL OR BETTER MATERIAL MAY BE SL935TITUTM - IJLU8 ,,pp�I557T .3/8'PLYWOOD SYERTHING 316 PLYWOOD SHEATHING 19/32--T&G PLTWO.STtRD-I=FLOOR OR ERJAL SHEATHING SPM 2. MANUFACTURER HAS OPTION OF DECREASING THE Wlp�j.I .., j G .SIZE.SPECIES AND GRADE OF FLOOR JOIST W1DTN SPACING SIZE.SPECIES RNO�DE FLOOR JOIST-SEE NOTE •1 � 7/26, _ - 7/16" 5Ar _ _ TH)CKNES9.RATING 24' 192� 16 ELEMENT OC SPACING. - 23/3r ABLY 0 P5F LIVE LOAD i? 1/7, 314- 7/16, 24/16 40 PSF 65 PST 100 PSF 9. WIDTH SOLID SAWN MEMBERS OF JOINTED LUMBER PRY BE THEF I�RCHiECIES 60 P3'H i .. 3/8'D8 SHEATHING 3/8.O.B.SHEATHING 19/97"TILL OE STURO-I-FLOOR OR EOURL . 7/26• _ - 15/3? 32/16 70 PSF 120 P5F 180 P5F AND GRADE IN WALL CONSTRUCTION. - 24' 16 2.8 SPF ISOUTHO •1 OR EQAL N' 12- 2.8 SPF •2/•I OR-OURL 7/16 sAr 24' 16 2.8 SPF •2/•1 OR EGX•L 24' 16 2.8 STP •1 OR EGA 35/32'- IS/32- 23/32• _ 19/3T 40/20 130 PSF 205 PW 305 PSF 4, ALL SUMMARY TABLES REFLECT THE 1997 NDS, 24' 24- 2-10 SPF ISGATH)OR EOLA 24' 16- 240 SPF tSOUTH)•2 OR E05L - 1/?'. _ 1/2' - �4_ _ _ S WHEN ATTIC FLOOR IS DESIGNED FOR STORAGE.USE - 24' 16 2.12 SPF tSOUTH)•2 OR EOUAL - - 15/32•COMBINATION SHERTHING/SIOING THE ROOF SHEATHING SCHEDULE G/9-NOT FPPLICAELEI 26 IT 24 SPF •2h1 (R EOtA ze 12• 2.8 SYP •1 OR EGA 1/7'COMBINATION SHERTHING/SIOING SEE GENERAL NOTE •5 - fi- INTERIOR N04tOF ARING WELLS MAY'[E 26 16 h10 SPF •2/•1 CR SOUL IS/32'COMBINATION SHEATKING/5IDING CONSTRUCTED DE EITHER WOOD OR STEEL STUDS 26 i6 2•1 STP •t OR EO-A 26 16' 2.12 SPF(SOUTH)•2 OR EQUAL"- _ - 5/8'COMBINATION S ERTH ING/SIDING WOOD STUDS SMALL BE R MIN OF 2.3 SPF STUD GRADE - 26 16 2.10 SPF -SOUTH) •2 OR EOUA 2R 12• 2.10 SPF (SOUTH)•2 OR EGA 26' 24'. 2d0 9'F •2/•1 OR EGA 29 16 h10 SYP •2 OR EGA - SEE GENERAL NOTE •7 NO O MORE R ff!N 24'OL,WITH R'MAXIMUM 26' 24` 2.12 SPF MOUTH)•2 OR EGA 28 16' h12 SPF(SOUTH]•2 OR EQUAL, - - ' - 26 19Y- 3-M 3/6 TRUSS JOIST OR EGA_ 92 12' 2.10 SYP •2 UT EO2 O STEEL STUDS SHALL BE A MINIMUM OF_.1 1/47.FLANGE .3 1/2..25 G0.SPACED NO MORE THAN 24'GC. 32 16' h12 SYP •2 OR EGA - - WITH R MAXIMUM CEILING HEIGHT MO DE 1AN 26 32• 2.8 SPF •2/•1 ON EGA _ • ALL SHEATHING'IS AGENCY RATED SEE DETAIL M ff ICI en 26 16 2.tO SPF -1 OR •2 OR EGA FLOOR JOIST SU f%gRY NOTES AS AN OPTION. OF SK PRE-ENGINEERED W0005 STUDS MAY 2V 24• 2d0 STP•1 DR EGA L JOISTS USED IN AN EXTERIOR APPLICATION TO DE PRESSURE .ALSO ff UTILIZED.THESE ARE M GODS STUDS IN 26 24• -3 S r TRj •2 OR T OR TREATED LUMBER. - EITHER U LI ED.THESE L DIMENSIONS. 26 19.2' 3.2+8 3/8•'TRlSS.JOIST OR EQUAL EASEMENT WALL LORDS RNO'CENTER GIRDER SUPPORT LORDS'AND SPACING - 7. RATED2.4ORSHEATHING2 PANELS WITH ROOF SPAN RATING 3? 16 - 2d0 SPF •2/O1 E RL CANTILEVERED FLOOR JOIST SUMMARYNUMBER - OF 24'OR GREATER INSTALLED WITH LONG DIMENSION 3? 24' 2d2 SIP•2 TRUSS EGA UNIT TORT OF TYPE OF UNIT ROOF PITCH SNOW ZONE BSEMENrt CENTER GIRDER CENTER GIRDER EITHER PARALLEL OR PERPENDICULAR TO STUDS 3? 192" 3.2�&3/6 TRlJ55 JOIST OR EOIYL WIDTH STORIES X/12 LIVE LOAD WALL LOADS SUPPORT LO9D5 SUPPORT SPACING 16 OR 24-O.C.tEXCEPT 3-PLT PLYWOOD PANELS MUST . UNIT JOIST - Ip.fl SEE NOTES SEE NOTES SEE NOTES - BE APPLIED WITH LONG DIMENSION ACROSS 5TUO5 • SEE DETAIL •5 OF SHT B. WIDTH SPACING SIZE.SPECIES AD GRADE OF FLOOR JOIST •1. •2. •7 •1 AND•2 •1 AND•3- WHEN STUDS FIRE SPACED 24'O.C1 . RATED S£RTHING PANELS WITH ROOF SPAIN4 RATING G PSF LIVE LOAD 24' 16' .2.8 STP•2 OR EQUAL - K' 1 RRCH.ELL.SPLIT.TEE LESS TFA N 9 . -..75- JOS ID44 - 1254 19D4 - 2264 T-6.-V-6' - LESS THAN 24"INSTALLED WITH LONG DIMENSION 26 16 2.10 SYP•2 OR.EGA_ 25'' 7, RAI4CH.ELL.SPLIT.TEE LESS THAN 9 75_ 105 1120- 134S 2056-2446 -Cr9' -6 E EITHER PARALLEL OR PERPENDICULAR TO STUDS .. •. 24' 16 2x8 SPF GSGITH)•2 EQUAL EGA 26 16 2d0 SYP_•2.-OR LEGAL - 28 I MCC ELL.SPLIT. TEE LESS THAN 9 75- 105 1195- 3436 2208- 25M 9-P- 6-6 . .-. 16--OL_EXCEP-T.PLYH000-PANELS-3/8'.THICK-OR . 24' - 24• 2.8 SPF •SO H3 2OR - 97 16 210 STP•2 OR EOLAL - LESS MUST DE APPLIED WITH LONG DIMENSION 24' 24• '2dD SPF(SOUTH) •2 OR EOIA - 3? 1 RRNQL ELL.SPLIT.TEE LESS THAN 9 75- 105 3348-1618 2512- 23M 6-6-T-6 - ACROSS ST,OS7. 24' 1 RAISED RANCH LESS THAN 9 75- 105 1154 - 1383 1904 - 2264 T-Ir-6'-6 26 16 2.8 SPF •2/•1 OR EGA_ - .29 I. RAISED RRNcH LESS THAN 9 7S-1D5. 1Z28- 1472 2056 - 2446 9-V 6-6 .0 26 24• 2.8 STP ( OR EQUAL 26 1 RAISED RANCH LESS THAN 9 75-.105 �13D3-1552 2208- 26M 9'-Ir- 6-6 . Zs '2s• h10 SPF ISGITH)•2 OR EOIA - 37 -:1 RAISED RANCH LESS THAN 9 75-105 1453- 1741 2512-2992 - 6-6- - 26 16 2�SPF •2/•1 OR EGA - 24' 2 2 STORY LESS THAN 9 75-1D5 3454 - 1664 2704 3064 'E-BT-c•-0- `. .. 22 24 h10 SPF -2^tS01 •2 U EG1Fi - 26 2 2 STORY LESS THAN 9 75- 105 IS®- 1785 2916- 3305 6-Ir- T-6 - - ZB 24• 2d0 SPF •2/•1 OR EQUAL - .. - - 26 2 2 STORY LESS THAN9, 75-105 1666- 19M 3128-3548 7-6'- T-(r . 3? 16 2:10 SPF ISGITH)•2 OR EOLAL 3? - 2 2 STORY -LESS THAN 9 75-105 IBM - 2148 3552-4032 T-D--6-6 - - 37 - 24' 240 SYP -1 OR EGA _ - 24' 1 RANCH W/RTTIC STORAY£, 5-7 75-305 124E- 1622 Z164^37 - 24' h12 SPF 2/4 OR EQUAL - - - - Z6- - I. RACH W/RTTIC STORAGE 5 -7 75 105 1269- 1647 2214 28M 6-6- 7-6' .. 26 1 RANCH W/RTTIC STORAGE 5- 7. 75-JOS 1293- 1672 2264 - 2856 6-6'-7-6• - - 2P 1 RR W/ATTIC STORAGE 5- 7 75-105 1371 - 1754 -Z164 - 2756 6-P-S'-6 ' EXTERIOR SIDE WALL STUD SUMMARY EXTERIOR SIDE FIND MARRIFLE WALL STUD NOTES 26 1 RR W/RTTIC STORAGE 5-7 ..-75-105 -1389- 179E Z214 - 28W 6-6-T-6 - LIVE LORD- la5 PSF 1. LEFT NUMBER 15.3 SECOND GIST WINO ZONE-RIGM HOMIER IS FASTEST 20' 1 RR W/F3TTIC STORAGE S- 7 75- 105 14M-1816 � -22" 285S 6-6-T•6 - WINO UNIT NUMBER SIZE.SPECIES.GRADE _ STIR CEILING MILE WIND ZONE. _ - 24' 2 2 STY W/RTTIC STORAGE 5-7 75-105 1653- 2032 2964 - 356. 5'-0'- 4'-6- 2ONE5. WIDTH OF SEE NOTES.S.6.7 OC HEIGHT 2 STLOS FIRE LIMITED TD THE'SECOND FLOOR DE R 2 STORY UNIT. 26 2 2 STY W/RTTIC STORAGE 5-7 75- 105 1708- RIBA 3V/4 - 9665 T-6- T-6 - ..MPH STORIES SPACING NOTE 3 R .CEILING HEIGHTS SHOWN ARE CALCULATED HEIGHTS MAY DE GREATER IF A 26 2 2 STY W/RTTIC STORAGE� S-7 75- 105 17W- 2007 3184 -3776 T-6- T-Q - 305/85 24--32. 1 -"2 2.5 5PF STUD-NOTE 13 16 $- 2.LATERAL BRACE 15 PROVIDED AfD M DOES NOT EXCEED THE CALGLR7E0 - LENGTH DE THE STUN 26.- 2 CONTEMPORARY LESS THAN 9 75- 105 16M- 1905 3128-3548 T-6- T-O- 305/85 N'-37 1 -2 2.6 SPF STUD-NOTE 13 24- 96 4. NOTCHES[WHEN APPLICAB-El NOT TO EXCEED A DEPTH OF 1/P. 3? 2 CONTEMPORARY LESS THAN"9 75- 105 1878- 2148 3552-4032 T-D'- 6-6 - NOTE 2 - S. MANUFACTURER HAS OPTION OF DECREASING THE STUD O.C. SPACING 24' 1 CAPE 9 75- 105 1824 - 2414 1490- 1H12 T-0'- 6-6 lO5/85 N',-26 1 2 2.6 SPF STUD-NOTES 70,33.12. 16 96 S. STUD CALCULATIONSARE BASSO ON EXPOSURE C. - 14.IS,16 - 7. EQUAL OR BETTER MATERIAL�MAY BE SL�TITUTED � � 1 CAPE 9 � 75- 305 3549- 2439 1540 - 192 �10-0'- 5-6' - 1135M 24'-•26 I 2.6 SPF STUD-NOTE 10,11.16 24• 96 9 STUD 15 APPLICABLE TO THE SECOND FLOOR OF A SALTBOX UNIT.SEE DWG 7 26 1- CAGE 9 75-105 7874- 2464 7590- 1912 10-6-.4-0• - .. . 9. STUD IS NOT APPLICABLE TO A CAPE WITH A-5HED DORMER ON THE 12/12 SIDE. 24' 2 2 STORY CAPE 9 75 IQS 223s -2ti24 2290-2612 6'-6- 5'-6 10 STUD 15 APPLICABLE TO UNITS WITH R 5/12 RODE PITCH AND THE ATTIC IS 26 2 2 STORY CAPE 9 � "7S-305 228E-287E �2290 -2512 6-6-6-0- . USED FOR STORAGE. IL STUD-IS APPLICABLE TO UNITS WITH R.7/12 ROOF PITCH AND THE ATTIC IS 26' 2 2 STORY CAPE 9 -. 75- 105 234-4 - 2934 2510- 2832 Q-Cr-T-6 . USED FQ2-STORAGE. 24• 1 9/2 CAPE 12 75- IQ5 1159- 2D40 - 1546- 1650 T-O-- 6-6 4• IZ STUD IS APPLICABLE TO A CAPE WITH A SHED DORMER APPLICABLE TO THE 26 1 1/2 CAPE 12 75- ]OS IB44 -RDAs IS%- 17m IQ-D'- 9$ r 411A2 SLOE 2B 1 112 CAPE 12 -75 - 105 19D9- 2090 1646- 175D IO-D'- 9-6 19.STUD IS APPLICABLE TO WITS USING STANDARD 5/12 OR 7/12 ROOF.TRUSSES. _ 14.STUD IS APPLICABLE TO R CAPE WITH A SHED DORMER.APPLICA�E TO THE "24' 2 2 STORY CAPE 12 7S- 105 2269- 245D 2346-2450 6-6- sle, . 12/12 SIDE. - 26� 2 2 STORY CAPE � 12 75- 105 2324 -2S05 24SS-25M 6-6-T-6 li STUD IS APPLICABLE TO UNITS WITH A 9/12 OR 12/12 ROOF PITCH 26 2 2 STORY CAPE 12 75- 105 237E- 2560 25M.2M 6-0'"- T-6 Ifi STUD IS A'TPLICFB-E TO UNITS WITH A4 OPTIONAL RAISED ROOF- 24' 2 CAPE WITH SHED DORMER 12- 4-11 75- 305 1622- 1991 - 2I62-2635 6-_ - 5'-6 . 17. STUD IS APPLICABLE TO THE SECOND FLOOR OF A 2 STORY CONTEMPORARY.. - MARRIAGE WALL STUD SUMMARY APPLICABLE TO THE 75/12 RAFTER SECTION. 26 2 CAPE WITH SHED DORMER 12- 411 75 - 105 1672-2D41 2237- 2710 6-6-6-0' LIVE LOAD- 105 PSF - Ifi STUD IS APPLICABLE TO WITS WITH R 12/12 ROOF PITCH .. 26 -2 CAGE WITH SHED DORMER 12- 4.11 75- 305 1722- 2®1 2312- 2785- 6-6- 6.O' 24' 2 SALTBOX 12-5 75- ION 1454 -1654 2704 - 3064 6-O'-T-Ir . NUMBER UNIT NUMBER SIZE.SPECIES.GRADE STUD CEILING 24* SALTBOX 12-5 75- HIS I560- 1785 2916-93(5" 6-Q-- T-6 MiMRft WIDTH OF -SEE NOTES 5.7 OC HEIGHT - - - - - - WALLS STORIES SPACING NOTE 3 21r "2 SALTBOX 12-5 75-US 1666- 1906 3128-3548 T-6-7-0' G . 2 24' 1 w SPF •2/•1 -NOTE 13 f6 96 - 2 24'. 28' 1 2.3 SPF STUD -NOTE 13 IS Sr 2 24'-37 1 2.3 SPF •2/•1 -NOTE 33 - - 17' 96 - .. • NOTES 2 24'- Ar 1 2.3 SPF •2/•I -NOTE 10 12' 96 - ,• - 1. .LEFT NUMBER 15 FOR 75 PSF LIVE LOAD SNOW ZONE, . - RIGHT NUMBER IS FOR 105 PSF LIVE LOAD SNOW ZONE, - 2 24'-26 .1 2.3 SPF STUD- NOTE 11 24• 96 N 2: LOADS ARE GIVEN IN LB/LINEAL FOOT. 2 24"•26 1 2.3 SPF STIR- NOTE 15 - 16 96 �, ,..:.., .-_ g CENTER GIRDER SUPPORT 15 GIRDERS. IFY.,J:4t-,:NSTFLLRTION ff A.1/S:9-.12'STEEL PLATE - - ... .- ....«..:iEr �..' 2/�1�• NOTE 18 24' 96 FASTENED O T - 2 2s'-2B' 2 2.3 SPF •2h1 - NOTE 17 IT 96 ALTERNATE"METHODS OF SUPPORT MAY BE ISEI]PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE - -' 2 24'- W 1 2.4 SPF STUD-NOTE 13 24' 96 DESIGN LOADS FROM THE FLOOR GIRDERS TO THE FDLPMTION, 2. 24'-W 1 2.4 SPF STUD - NOTE 111.25 24' 96 - -ALTERNATE METHODS SHILL DE APPROVED BY THE LOCAL BUILDING OFFICIAL- 24' 1 -26 2 -2.4 SPF STUD-NOTE 8 -16 96 .4. SEE APPLICABLE TYPICAL FOUNDATION PLAN[DETAILS.SITS•4. 2 2 2" SW STUD-NOTE 13 16 96 S. ACTUAL FOUNDATION PLANS FOR DIMENSIONAL iMNO CENTER GIRDER SUPPORT SPACING AVAILABLE lPG4 REQUEST. 2 24'-26 2 2.4 SW'STUD-NOTE 10.11. I5 16 w E. .FOR TYPICAL FOUNDATION DETAILS.SEE ORAWINGIS)4, - 2 24'- 26 ONR 2.4 SPF STUD -.NOTE 14 16 96 - .. - 7. BASEMENT WALL LOADS DO NOT REFLECT ONTION6.•SL H AS DECKS.PORCHES.RAISED RODE OPTIONS..ETC. FOR UNITS WITH THESE OPTIONS.LOADS ARE RVRILAI3LE.UPON REQUEST. : - - • A _ FPROVE®S CORP ` 2 2 2004 APPROVAL UMITEQ TO RACT+�t41Y BUILT RTION MASTER SERIES - RLL MODELS STRUCTURRL SCHEDULES 6.NOTES MUNCY HOMES. INC. 1567 PA"ROUTE 442 ERST. P.O. BOX 246 MIINCYP PR 17756 . DRN BY DRTE SCRLE REV. HT. N0. oRTAAeRSE NAME : DJG 5-2-2003 NONE DNIR 3c_1 03\3c_Nh • E NOTES SEE ACTUAL FLOOR PLAN FOR LENGTH SEE NOTE •2 'FIELD NOTES ES .,:Y 1. ALL HANDRRILS BY BUILDR. - - .. . _ I-,MIN_ HEIGHT:34'MIN - 3W MAIL 1"MIN -- r, a.'. _ 1:'•IF BUILDER EXCEEDS MIRK.COLUMN SPACING ON SIT'3.. . tt' - L SEE NOTE•14. 11 '. _' r----------- --- -------- ---- -------- __________ NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL - 2. SEE 'GENERAL ENERGY NOTES-. I BE ASSUMED BY THE MANUFACTURER. _ i::• MOTE •l0.SHT 3.. ., - $ .F 1 r - ,- ---- ----- ---- -- I 2. EXTERIOR TO DIMENSIONS SHOWN ON FLOOR�REFLECT pKE I ALLOWING SHEATHING 0 1 - EXTEND DOWN OVER THE SILL PLATE. 4'MIN 4'MIN 1 _ SEE MOTE•9 _ _ 1 1 - WHEN FORM INSULATION IS RODEO.SIZE OF FOUNDATION 1 ' FOR LOADING FROM WIT ON BRSEMENT'WALL AND MUST BE ENLARGED 2'IN WIDTH'AID LENGTH 8 MAXY 8 1/4- z'. 1 1 CENTER GIRDER SUPPORT.SEE SIT .3c. - I 1 VX = - � . MRx. _ .. .. I I - .. - - 3. PILASTERS MAY BE REQUIRED.BUILDER MIST CHECK SOIL CONDITIONS AND APPLICRELE CODES. N? ._ 1 - -R COLUMN IS REOUIIZED BENEATH EACH_, I 1 '4. WIT TO BE TOE-NAILED WITH 16d NAILS'IB-0.C.. .. . r .. .END OF R'.CLERAR SPIN CEILING - i AROUND PERIMETER COLUMN SPACING MRY HAVE 1 W .. I BEAK SEE:FLOOR PLAN. - S. CRRML SPACE FOUNDATION REOUIRES.IB•a24-ACCESS 2d2 2d2 - 1 - TO BE.ASEE ACT TO MISS 1 1 g REQUIRED VENTILATION 1 SF FOR EACH 150 SF " . 1 STAIRS.SEE.ACTUAL FLOOR - I I .RAN FOR STAIR LOCATION.: i w OF CRAWL SPACE ODER PROVIDED TH SCME VENTS POST POST - 1 I uIN001lS _ 1 MIFDEOF INSECT 6 RODENT PRE:WITH SL'REENING .. 3-b MIN - FIELD WORK 1 OR VEMs • .. '- - .. _ ,•J• _ - I = THIS DEPTH.WILL VARY.CHECK LOCAL REOUIREMEN SEE CENTER GIRDER TABLE SHY •3c 6. TS'�' ON 1 - _ = SEE NOTE _ 1 0 T SUPPORT RNO SPACING NO. FOJNORTI EXCEPT FOR T FOR STATES APPHOD OF R ` - 1 2 FOR IRED FOR ST0. SIZE OF•1 1 ! - fl SET-UP INSTALLATION OF THE UNIT SHALL BE GONE ` PLATFORM .:;- . ., (.m I I ,` 1 ",a�r STEE PIPE I o• I'. CONIC.FTC, I o?. I' - 1 0 i 1' .. BY FIN ARCHITECT OR PROFESSIONAL ENGINEER IN THE ' ...; . ':• I '1 'i COLUMN CONTINGENT 'STATE AND BASED ON ACTUAL SOIL CONDITIONS AND '•f 'i ... .•..,f :.� 1 :.F 96 KSI ;N-_ UPON SOIL [ - I D ':.�` .: -:FAPPLICRBLE CODES SUGGESTED STAIRS. STRAIGHT "!"'`''` 1 - u�eRacED:COLUMH BEARING -- -- - < I s STRIRS ARE THE RESPONSIBILITY OF THE,BUILDER. SUGGESTED-STAIRS. 'STRAIGHT 1 CAPACITY 1 ..•:: - 1 I � ��' LENGTH flO_, P '� � 1Q.SEE'.SHUT":$FOR ADDITIONAL NOTES SCALE: 1/2=1'-0 SEE NOTE a9 Ib5- SCALE: 1/2"=1'-0" SEE NOTE ag. - I I 'SEE NOTE •11 IL`.UMW 3 1/7 MIN.COLUMN REOUIRM it 1 12.IRD REQUIRES DOUBLE SILL PLATE OR USE OF y FOIADATION-ANCHOR-STRAPS I FOUNDATION PLANS AND DETAILS 1 1 ' RE e 1/4 I ARE SUGGESTED MEANS OF SUPPORT. 1 r i3 IRDALL FOUNDATIONS. 1 FINAL DRAWINGS FOR SITE WORK 1 REMOTE OPERABLE WINDOWS' MAX - _ ... I FIELD. WORK - _ '1 14.IRD REQUIRES TWO HiNDRAIL5 PER,RUN OF.STRIRS IF_ON SIDES. ,.,. ,•,• - :. _ .. I 'C I 1 .w IS FOUNDATION-PANS AND DETAILS SHOWN FARE"FOR REOUIRED IN ONNECTION WITH., ` E 1/4 g M- - 1 SET UP/INSTRCLRTION OF THE 1 :. MV1K T--E _ D UNIT SHALL BE DONE BY R P.E. I 1 U5ECCONTINGENT.MASONRY�CONSTRUCTION. OTHER MATERIALS THE REDUIRED . I MMIN m2 : ., 1 DR R.R. BASED ON..SOIL CONDITIONS. I Los AND cart<rR�rEO IN WITH TLC • `.'- 3-P MIN 9'MIN HE 1�g•d I SEE NOTE •15. 1 APPLICABLE BUILDING CODES AND APPROVED BY T 7-MIN r a BMAX- 1 . .. .. _ I LOCAL BUILDING.OFFICIAL % 3'-(r MIN. H BI 1 ... I _ I • 21 MIN _ -. .. POST- .. 1 � t • b' .-. .-^. POST a m _1-MIN s „ TY.P. FOUNDATIONf PLRN - >. _9, •• POST- ,6 .y POST. .. 3'-O,MI .. p - r' 'POST • - , .. ,. 3-V'MIN 2.12: .. , CRLE: 1/4" 1'D" 3 e y : SUGGESTED STAIRS. U-SHAPE ,SUGGESTED STR_IRS. L-SHAPE SUGGESTED STAIRS. WINDERS j SCALE: 1/2"=1'D SEE NOTE •9 SCALE: 1/2-1 0 SCALE 1/2=1'0 SEE NOTE ag 1 ..NOTE: ? _ , NOTE SEE 9 a^ J ALL MATERIALS L LABOR-REOUIRED BELON., BOTTOM OF FLOOR JOIST IS THE - -<:. �: .T t. - . NOTE:RES'ONSIBILITT OF THE BUILDER BOLTS /2"14UPPLIE B7 NVNUFRCTURER ALL MATERIALS 6 LABOR'REOUIRM BELOW BOTTOM OF'FLOOR.AIST IS DETAILS.SflWN FIRE 9JGCESTEO ONL7 6 1/7aY3/2-[4GIRDERS) x THE RESPONSIBILITY OF THE BUILDER DETAILS S-DWN ARE SUGGESTEDACTUAL CONSTRUCTION StiL.L COMPLY 1/7a10 1/7 Q GIRDERS! - Q1Y 6 ACTUAL COSTRUC7IGV f4U5T COMFIT WITH FILL APPLICA3LE CODES WITH ALL APPLICABLE CODES INSTALLED BY BUILDER ON SITE 4E or_ -JOISTHANGERiT,IA 2-6 SILL RATE CSEE NOTE,-12)FIN .n•• SILL SEALERSEE NOTE 11 1rtJ9"od2"MATE FASTENED TOGIRDER WITH(4)I6d NAILS 4•.SOLID CAP OR GROUT VOIDSALTERNATE METHODS OF SPPORTO' TOP":. 2 COURSES SOLID « MAY BE USED.PROVIDING THEY ..FIRE CAPABLE OF TRAN5FERRIKG - . THE DESIGN LORDS FROM THE FLOGt • ,. . , 1/2a1fi"ANCHOR 80LT 17 MRK - - . - - • P IN FROM EACH CORNER AND . GIRDERS TO THE FOUNDATION. FIELD `WORK .'• G•• 61-0"O.C.HF17C AND WHICH ARE " ALTER/ATE METHODS SHILL BE APPROVED"- - - „,^• A - . .. - •;• EMBCp O AT-LEAST 7'IN CONCRETE + BY THE LOCAL BUILDING OFFICIAL. +:...:.. - ••. u:, «.. - OR 15'IN MASONRY WITS - . - ;, -• `•- ...-_`.":-_, - DM FOR UNITS LOCATED IN SEISMIC - •* ,• - _ _ : ,/_•.0 DESIGN CATEGORY 01.ANCHOR BOLTS ••. SILL ALSO BE LOCATED AT INTERIOR - '.r - • .x .'�, _ - • BAILED WALL LINES WHEN REQUIRED TO BE SUPPORTED ON A CONTINUOUS FQNNiTIONI .:, ••• •• SIZES.SPACING.ETC.SHRLL BE SAME AS. •:• ON SILL RATE SUPPORTING EXTERIOR WALLS ••. •:�', .RATE WRSI-ERS R MINIMUM OF 3A6'a7.7 - •. r . _ 11 SILL BE PROVIDED BETWEEN THE RATE FIND .•, - _. •.u• _ LLLiiY THE NUT. eo z SEE NOTE •5. Y cU •••-•• THE MAXIMUM ANCHOR BOLT SPACING 94LL _ ' PC GRM = .. x^: , 13E 4 FEET 0.0 MAXFOR •` "• . o. TWO STORY STRUCTURES. F. .. •� .... LURES �, "� .� .. � c VAPOR BARRIER_ eo FTSH�OWiaOFRATIONINOT - o ®.- v E'MIN BLOCK OR POURED WALL "; .. e CLARITY.SEE SIT 3. APPROVED I. SIZE CONTINGENT UPON SOIL BEARING CAPACITY 1: ;.... P '� - ^^FOR IN .REQUIREMENTS W�P I •. •.,. ��j FIELD WORK (n�n,. .i d^ NOTE: 4-GRAVEBASE £3L1 20H�. THE INSULATION 15 NOT SHOWN _ ••• -• FOR DRRWING CLARITY.SEE SHT 3n •.. u . FOR INSULATION REOUIREMEMS APPROVAL,LIMITED TO • FACT A `dull �TiC3iV •.' - - -U. 4'030.PERFORATED DRAIN CONC. - WATERPROOF EXPANSION,DIM CRAWL SPACE DETAILS L COVE . 1/2Arxit'RATE.WITH . - CONCRETE SLAB 1/2•DIR ANCHOR BOLT - - e = _ "SCRLE: MASTER, SERIES `Sc• zy � rv. a¢..;,ice;:- r�` 'i�_. •. :x: - RANCH. CRP E _ E. TWO STORY b CONTEMP. • • : UNDATION PLAN DETAILS 6 NOT.ES - <-GRAVEL BASE � ,Y FOUNDATION •. MUNCY;HOMES.,INC. 4-DIA PERFORATED DRAIN VAPOR BARRIER $,. _ < - - - 1567 PA:ROUTE`:442,EASTMUNC CENTER :COLUMN SCALE:1'=1.0' Y. DATE PR 75SCRLE' REV. HT. NO. _.. SCALE: I'=1'-0" r RN -ORTABfTE NAME D MJLB 3:22 91 v SHOWN 10 1 2002 4n SEE ELECTRICAL NOTES. _ - CICT•16 CKT•2 NOTES . SHY 3. FOR RFCI CRITERIA SEE ELECT.,NOTE •2.'SHT 3a 1. ELECTRICAL LAYOUT IS.REPRESENTATIVE ONLY. _ _____ ________ ___ _____ __NOTE •9 - • - 2. MEAT.LAYOUT AND UNIT SIZES.ARE REPRESENTATIVE __ _ 3. SEE SHT 3e FOR ELECTRIC CIRCUIT SCHEDJLE 2 . 20 IS S 1 l 1 1 I 3 g B AND GENERAL NOTES.INSULATION SCHEDULES RFD ----- 3 "A" BOX Y r DOOR AND WINDOW U VALUES. _ CKT 10 I 4. SEE SHT 3b FOR ELECTRICAL NOTES. 2 1 . _ ELECTRICAL SYMBOLS AND HEAT NOTES,. 20 [�L L . 5. HEAT.LOSS CFLCULATIONS ARE RVRILA�E UPON 3 3 p, 3 CKT•11 C •12 ' RE�.EST.CKT•B 7- SEE 'ELECTRCAL FIELD NOTES. NOTE-•2.SKI 33b0. 20 -'' y -------.� - - B. SEE'ELECTRICAL FIELD NOTES. NOTE •1C.SHT 3b. • 3 CKT.S -J ,,, 3 9. .MAIN PANEL LOCATION FOR UTILITY ROOM OPTIOK G L f I L=--- !FK7.4 F g 10. MY)SEE ENERGY SUMMARY AND ENERGY NOTE •24. i5 3 5 - I. I L— 'r , _ SHY 3e FOR ELECTRIC HEAT CRITERIA J S .1 , ICKT.7CKT.fi II�gg T. I rJ - SEE NOTE 7_ J S 2 2 _BAP__; 4__ $ ___ •i - . I 29 3 7 3 9 3 7 F fi 9 ------ '--19.�� - - CKT•12 3 7 J I :4�r- 7 36J CKT.19— T• _J ]0 —— SEE NOTE.6 ——————17 9rux TSEE NO E •B -- i .,p.. .BOX „19 2° I L CRRWL SPRCF OPTION ,.. ._. - - TYPICAL ELECTRICAL LRYOUT L , 6 SEE ELECT.NOTE -2. SHT 3e _ ]tsD uRris=-______. 1250 uarrs —� ( — lzso uRrrs - I H-S - I SOO WATTS „A„ BOX $00 WATTS L— M-3 L_ 11DO WATTS H_4 ___ZJ�✓-— _____ - 20M WATTS - I I - SEE NOTE •7 I i - �•[�I ji.6 I.. i BOX 7250 WATTS - r - . _——— ------ _===C C C —J - IIDO 11ATT5 J L 2[DD WATTS L• 1250 WATTS SEE NDTE •1D __�_ _______-�• -�'-" ______ - - __a. _ .,. :.". _ .. .. • - ^.-Y.... -_ TYPICAL ELECTRIC HERT LRYOUT DROPS TO BOILER IN BASEMENT - - - =ry--------=c=Zc_= y y_-------- --------:=-.. 3420 BTUs f 3990 BTUH 3990 BTW , —r ' 13a-0 i 1 r I I APPROVED. 40 BT "A". .BOX � I � ,. t I rl I PFS CORP- T _ I - •i 1140 BTUH __ 1 MAR 2 2'.2004 'II , -= - I --- (APPROVAL LIMITED TO 97m B711t ! 3,4:0 -- FACTOAY BUILT PORTiQPI. V4- - I � I I "B" BOX I 9/4 m MASTER SERIES I - I i l CAPE MODELS I 3,4- ELECTRICAL 6 HEAT LAYOUT -"-- ' 3990'BTuI .- 2850 BTllt =J-- —; 57OD Brut' L- „ 3990 BTUs- L ' _ 9/4- ----- ------ --car MUNCY HOMES, INC. -- -= - -- --_--" 1567 PR ROUTE 442 EAST MUNCY, PR 17756 TYPICRL HYDRONIC HERT LRYOUT DRN BYJ DATE I SCALE I REV. HT. NO. DATABASE NAME mil- 3 Z2-91. 1/4-=1'-C 10-1-2002 5b 05\Sb r CN.NOTES L KITCHENS BE ROTATED 90 OR 180'DEGREES 2. KITCHENS HAY BE REVERSED IN EITHER OIRECTI IN PART PART OR INN ITS ENTIREtt.. 3. CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN APPLIANCES. 4. APPLIANCES MAY BE By MANFACTURER OR BUILDER. m.t m.t m.t m•t m.H mn m•t m•t aA.r. T , - e+l.t., m•t '- S RANGE h000"94LL BE VENTED TO THE EXTERIOR . rE3 �.FNEE STA�NN; RSOURCE OFNHTUfSL VENTILATION ISPDT m QI - � PROVIDEQ'tEHOOD r ., •4fi WINDOW OVER SINK MAT BE OMITTED PROVIDED.LIGHT l G ��� AND VENTILATION REOUIRMENTS ARE MET. NGETYPIC^ C E! RANGE t I J' C 7. BA25 OR EXTENDED COUNTERS MAY BE ADDED ALL�TLT£MS 0.Eii3TCE5 SKILL BE PROVIIEDO PER D DQ T RANGE HOOD - F 'A87NGE HOOD L RANGf ND00� _TYPICALIIw11 FlPPLI(�E BUILDING CODE. H l.___ TTPIC0. m Nd TYPICAL Hfl rm T LEGS. BE INSTALLED Ul'ROR BAR BY WOD OR OR EXTENDED m K' l J METAL L OR StpPO2T MAT BE PROVIDED_ i ---- 9 m.7 m.7 m.7- _ ckl•4 - COUNTERS MAY OPEN EITHER ONE SAE�OR BOTH SIDES - B. CABINETS AVAILABLE UNDER OR ABOVE �OR EXTENOE ..ram OI OFI m• 7db m4 m.7 al•7 ckU4 .. cI - �,� m.7 - ma m• - m• _ IQ OOMITTEDPROVIDED APPLICABLE CODES AND CLEARANCES PLAN 1 tll.STEP DOWN BRIM FIXTURES pqqy BE ADDED OR OR LP an Ql FIRE _ - PLAN 2 PLAN 3 PLFbV 4 � .�� 11. PARTIAL OR ENTIRE KITCHENS AND/OR BATHS MAY BE . PLAN S I OMITTED TO ALLOW FOR INSTALLATION ON SITE BIT ,� BATHSWI ER PERAPPLICABLEREVSED N PAR 12. BATHS MAY�REVERSED IN PART OR IN THEIR ENTIRETY. -11 BATHS MRT BE ROTATED 90 OR 180 DEGREES - _ 14. BATH,GARDEN AND WHIRLPOOL TUBS MAT BE - INTERCHANGED. ' •i I 1S VFAnO7IE5_MAL-BE..S1N41E-OR,DOIELE-BOWL. =1� . U4 lfi ALL BATMS SHHLL HHAVE E10AU5T FANS OR FAWLIOiT COMBINATIOv THgT ARE VENTm TO EXTERIOR CINE CABINET. SEE SHTS 5 FOR ALL BFIT LTYP HAVE LEC RICAL LRTOUTS • '� l IS. BATHS ARE AVAILABLE WITH HEAT LAMP OPTION --- - 2Q WICRLPO0. TIES ARE AVAILABLE IN SOME BATH .LAYOUTS AND SHALL BE WIRED IN ACCORDANCE WITH _ I - - 2L SEE NOTES L NEC AND �TURE 5Hi 1. TiONS . - --. - ckt•4 - 22. SEE GENERAL.NOTES-2.NOTE •13.SKY 3b. A. 9 C D E F G --------- _JL Li �. Li I a a . H I J K- _ L ❑ 9 11 ® - ❑ ❑ ® 11 IAIR GAP ® ® ® TTP-AIR GAP DETAIL - TYPICgL FACTORY RO NDIN METHODS FORM TA BOX FOR AN OVER THE RIM GROUND TUE SPOUT DOT TUBS.- NOTES YHIRPOOLS 6 GARDEN Tt18S7. ' FOR EXTERIOR RECEPTACLES. Fh SEE ELECTRICAL NOTE •2. O O O FIXTURE WIRE FIXTURE WIRE BHT 3a.FOR AFCI CRITERIA. - SSM ELECTRICAL CTRICAL NOTES. VANITY GROUPS ARE ILLUSTRATIVE ONLY.ACTUAL MEDICINE CABINET DESIGN MAT VARY. 2OD AMP MAIN NOTE: - TYP. OPT. FIRFP R D. SOIRRE.RORNi - FLOOR SYSTEM O'FIREPLACE 7.8' OR OCTArQAL MAT BE DESIGNED 50 THAT NO SCALE: 1/4'=1•-(r wn z wn METAL emI FOIWATtON SUPPORT 1S REOIDRED. SMALL fATillitE ON CHECK WITH MA4FACTURER FOR ANVIL APPLIANCE GENERAL ILLWNITION 3 BRTH61 FOUNDATION 5tL P REOUIREMENTS.fQF n w ANALL .. CENIWLDRAL ILLUMINATION 5 ° EN R AL I TWO A TI � - EXTERIOR WALL . GENERA.ILLtYVNHTION T 6 DEIERTL ILLUMINATION .. TYP. _ ,LO OPT.PRE MANIFACT ilJB ..ft7 RANGE 9 8 GENERAL ILLUMbgTION GROUND GROUND ' IN ACCORDANCE WITH MANUFACTURERS INSTALLED .. .. 10 WATER HEATER "SCREW-.._.- _ ._ SCREW - - ..._.. "•' -��. INSTALLATION"IN5TA31CTIOSSEE FIELD ,. .. 1$MIN •. - - - ._ _ _ .�......e_-- . - NOTE •7 OF OWGS 2.SEE GENERA.NOTES. 2. 7-P MIN,CLEARANCE IN FRONT HR4F.R AOPTJ 11 w •2.•5 AM GENERAL FIELD NOTE 5 OF OWG 3b. �� z_�y Or SHOWER OPENING. OM SEE ENERGY SUMWRT NOTE •12 OF DWG 34 nAr LWCTtP 19 12 - ORTER ROPY] 3-WIRE FEED 2-WIRE FEED O MANUFACTURER HAS OPTION OF PROVIDING CHASE - TlJB AND R.Q FOR ON SITE INSTALLATION OF FIREPLACE "SHOWER 1024 SL Mtn WALL By BUILDER,EQUIPMENT SHALL BE.INSTAL.LEO IN DISHIER[OPT] IED IS 14 •.+R61P'fiG O TYPTCRI_ 3-WTRF A;RO1 Rv iTNC R N TTON TYPII'AL' �-WTRF U2 ND]iNJ(; 17NT'TION ACCORDANCE WITH MANUFACTURERS INSTALLATION - INSTRUCTIONS AND GOVERNING CODES -y--MICROWAVE AOPU IT AG - - - T INSTALLED - MRA4FACTURER His OPTION OF PROVIDING CHAISE SAVE 16 GAEl:E DISPOSAL Br OTHERS - - TO ACCOMMODATE MORE THAN OE,FLUE. SPARE gqE FIELD sN+ArtE SPARE WORK i 10-2'FIXTURE WIRE .. TYP FIXT IR FARRN SPAQE tataR,D RED ��= ~APPROVED WIRE BLACK PPS CORN SPAM SPAIM NOTE: PON ELECTRIC HEAT HHI �H.2 ELEttR1G HEART . - SWITCH IS - N� - � � _ BOX USING TO �� ` MAR -2;2�:2004 GROUNDED NDED ELECTRIC HEAT H*9 ELECTRIC HEAT - BARE MOUNTING ... - a-2ANO iHN/OR TWAIN TO UNDBOX SCREWS ]1�'� TO BOX. I - - BLAX . ROUND _ SCAR RED C 200 APPROVAL LIMITED TO FIELD NOTES FIELD NOTES ^^W RsaE1 SO.2 WIRE FEED - FACTORY BUILT-PORTION 1im Aw CKT•I5. GROUND SERVICE ENTRANCE O8E WEAKER INsrwATICK P E D1xa►N`°"En KT'1� ,� � ;�-- . TO MIN BREAKER 15-TO fEPOLE A MNM-E .18 OCTAL BOX TO BE USED l . .- _ .<....�• 2A COR'ER Ot 4i0 ALQ1I/iR'1 FOR WATER HEATER - N•`• StPPLIEO 6 1.ST; LEp BT UOTHERSMINUM �OR�WIRE 15 MIT UNDER •19 015COWECT SWITCH F1.5 . SCREW TAB ON BRERIEP lm AMP , ALL V11RE5 FAX TIOrtEND tlKER WMTE OR NEUTRAL WIRE 15 PUT ANGER IRKER 7OROE5 AS SPECIFTO]IN NVAI/'ACTURERS SCREW IN ER GROUND D 1 INSTRUCTIONS DEPENDING DR OAN[E BARE COPPER F1D lND zs PAJf UNDER M R S T E R SERIES OF WIRE. SCREW IN fiIOJO BAC THIS PAWL 15 UTILIZED FOR THE PANEL BOA IS BON®USING R MAA E PME DEFACER- 6 GROUND EXCE$CIRCUITS AND INSTALLE°..A ` BOOING 517REY iHRO2iM THE SAE AS SINGLE POLE WITH THE SUPPLIED ONLY WHEN MAIN.IS FULL. - NEUTWL BRR INTO THE BOA CASING, FC131TION O-A SECOND SOT`WIRE AO . UNDER R SECOW SCREW TAB IN INSTA-Lm - ALL MODELS THE INTERIOR METAL WATER PIPING THE DOUBLE P'QE BLEAKER BY OTHERS FIELD - l N, . SYSTEM SHALL BE BODED TO THE WORK MISCELLANEOUS DETAILS . SERVICE EORHIENT ENCLOSRE. THE GRMMM1313 CDMXCTM AT THE - - - SERVICE.THE GROU DING ELELTRmE MUNCY HOMES, INC. CONCLCTSUE_OR T of SSFIaENr 1567 PR ROUTE 442 EAST GROUNDING GXt To EC ONE at MORE TYP B-FF MUNCY. PA UTE POINTS IF ELECTRODES OF THE S Fn n�TotK - Cl OS T CONF.IGURRTIONS - HONTS ff ATn SHALL HE THE NOTES - - . BOS'11'T BE SRE O HE ACCESSIBLE. 1 - THE MAIN PANEL BOX 15 A SOJRRE D-00140M200,OR EOLR_ 'SCALE: 1/4-=i'-!r• DRN BY DATE SCALE REV. HT. .NO. or17756 IS TO BE DOE OR E 2 - THE SUE PANEL BOX'15 A SOARE 0.- 00120MIM OR EOJAL COOM _ - BT E04PG IN ACCOtOAQ WITH - - DATABASE NAME Ds�se MLR 3-22-91 1 NONE 10-1-2002 1 sB NOTES 31 VTR VACUUM RELIEF VALVE REOUIRED TO BE L FOR APPLICABLE NOTES.SEE SHT 3. . - HEATERS�NSTiLSUL EP Y Ol�IV1L WATER 2 A.PIPING if FOR LIEF VALVE,FIELD INSTALLED AND TAR OR CAULK RROlANO 1N CRAWL SPACE WITS CRAWL SPACE-TO EXTEND ABOVE FIRST:FLOOR AND PERIMETER OF VENT - - - WITH 6'MIN.AIR OAP. ONE PIECE METAL - SHtNT•0FF TLW VALVE DIRECTEDBASE SAFELY NT- TO EXTEN BELL EXTIRST FLOW AND or ERIOR DIRECTION ' SLEEVE OR SELF- - DOWN.ARD 6 6'AIR AIR GAP.OR DIRECTED SAFELY CAULKING RUBBER - - - - .. - TO BASEMENT DRAIN WITH 6-MIR AIR GAP. 12,MIN TYP. FLASHING EXPOSED DRYWALL COMPOUND TUB OR SHOWER DRAIN - B.AKEIURTOLBE RTEDDPROV EE0. AND PRESSURE RELIEF U9155)IrTO 3-VENT EXTENDS ON DOWN SIDE USED RT ALL PIPE 9/4- LOCRT-SRCE•WATER HEATER IN UNIIT.OPT. 1B'TO 24-EVE ADD PENETRATIONS 1�(ALL 4 5IBE51 C. P6TRLLATCE IN BEM RR INIITS.SEE FLOOR RAN 17 BELOW ROOF. Y FIELDIN TO DECKING BASEMENT OR ARISEN RANCH- WATER SEATER IN PLAR ARIL ALL VENTS SKLL =. TTP.FLOOR DECKING OTHERS INSTALLED BY - - EXTEND 3-IN DIR � - 1r ABOVE AND 24' Nov Wx g. 1 SEE SHEET 6.FOR TYPICAL FIXTURECLEARANCES. BELOW ROOF. MIR- - ELECTRIC "24 I£R ALLOWED HIGH•Iw'ACT 4. 1NTVDG NTf.1EL0 BTRlrllILOERCIN lL% L OWITH ' PLASTIC PAN MIN 0.626-THICK AS AN OPTION WcaoE9 TION IN FIIELMILABLE UPON TYP.FLOOR JOIST PAN SHALL BE I MINIMUM IC 1 S DEEP S IV PL MAT AVAILABLE tPON 3' U r tT 1 1/r INS MIN DRYWALL FIELDRSA - - FIN FLOOR 6. II DI IDLE 1X URE FLT-OFF VALVES ARE OPT.OR AS REDUCER[TTPICRL7 INSTALLED 87 OTHERS AFTER 7. CODE S. EST.HOSE BIBBS ARE OPT.OR AS RE00. . DECKING �'IS SECURED TO - 1';MIN PVC - & I CTION OF VENTS Top BE FACTORY OR MADE .. - C 1-PVC ELL TICAL ABOVE CElL1NG. ORRIN SHALL PIPE 6 DISCHARGE S. WET VENTING 19 ALLOWED WHEN DONE IN RCCOROFTCE VENT RY I ROOF DFTRI FIRE STOP RT T AA AND Shp R- FIFL D //�I( H r AIR GAP - INDIRECTLY TO R HA2ARD FREE WITH GOVERNING CCOES.LOC �g ENS qR�g FACTORY INSTRI 7 RTIDN - TO HOME.J� ___ LOCATI BUILDING OFF ON TO BE "I B7 10. LAN 2CIALD�RRINA L T5��5t,PSTRIR��f�S�N�OT CONNECTED:TD VENT SUPPLY FOUNDATION IFIELD7 fFF1gECTFpOC 1pSRSTTTPALLE,OLD(�1�PMpSTpLINENAE1�SpTFFOORR�Y(INC FOR DOWNSTAIRS UPSTAIRS FIRE . - .. RODENT PROOF - STORY-7FµLR gg{T��EOIL��INSTALLED;BT OTIN H�ERp5R3 IN IN?, TSRU . - ENTRANCE [FIELD) ''Ll7CA-�C�SR.URMBI�HGI 5 I 5 Ai1.ED iZQ TCEDS57TPLEO TE 1/r - - 3/4-(FIEL07 1 3/P INLET ffIL1DI 1L FOR STATES Sl1B.ECT TO FROST CLDSIJRE. .. .. MAIN SHUT-J VENTS TO BE CONNECTED TO 3'VENT STACK OR - _ - OFF (FIELOI - - EXPANDED TO 3'VTR AT LEAST lr BELOW ROOF. CONNECTION TO SINK FIXTURE - 12. ACCESSIBLE"TRAPS:ONLY BALL - T BE REMOVABLE WITH CONNECTION TO WC 1,AAT R HART RR SI APP Y PR. NIL. I 7NITS ONION IN TRAP SEAL OR HAVE CLEW4WT OPENING SAME SHUT-OFFS AND � SIZE A5 TRAP. INACCESSIBLE TRAPS SHALL NOT HAVE FACTORY d FIELD INJSTRI LOTION WASHER~' -('`S - - - - FOR WRT R RT RS FA-TORY TN TR l ❑ - UNIONS.CLERNOUTS OR SLIP JOINTS 11 WHEN VINYL 15 INSTALLED ON FLOORS IN BATHS OR UTILITY RRERS,VINYL CAULKING I5 APPLIED AROUND OPT:-SHUT-OFFS 1? - • OP1.SHUT-OFF II-FUEL-FIRED WATER SEATERS SHALL NOT BE INSTALLED .. SWATER CLOSET,HOWER 6 BATH fAND EITHER SHOWER) FOOTWALL HIGH 6 FOOT . - - - IN A SLEEPING ROOM,BATHROOM OR A CLOSET ACCESSED MGM MOlSTIAT RESISTANT GYPSUM WALL PROVIDED IN . - THROUGH R SLEEPING.ROOM OR BATHROOM FAICTORY FOR SITE APPLIED TILE OR 6 F00T HIGH 1? - - 2- INSTALLATION SHALL BE PROTECTED FROM FREEZING - - - MDISTl1RE RESISTANT--GYPSUM WALL PROVI DED IN TE MPERATURE EMPERATIJRE RELIEF VALVE 44LL PIPE TO R VIS IBLE FACTORY. • AIR GAP FIT FLOOR IN THESAME SPACE i6 WATER SEATER VINYL F4 IK'. I APPLIED AROUND ,� x. 1? � - 3- WHEN WH IS ON FIRST DR SECOND FLOOR R PAN SHALL BE PROVIDED BATHS.A PiEI'E BE 4 MIL MIN RRSTIC IS LAID 1? R ITS DRAIN SILL PIPE BELOW"FIRST FLOOR tORAIN PROVIDED IN UDDER CARPET.WATER CLOSET IS CAULKED W/VINTL FIN FLOOR - OPT.SHUT-OFFS - THEN CARPET ISINSTALLED. FIN FLOOR RAM FOR SECOND FLOOR IMTA DRAIN SHALL PIPE 6 DISCHARGE FIN FLOOR, INDIRECTLY TO R F'AZRRO FREE POINT. 14. DRAIN SIZE FOR 3 WATER CLOSETS SHALL BE t-M]N . .H - U THE PAN SMALL NOT BE LESS THAN 1 1?DEEP 15. (IRC,Nn POTABLE WATER SPRY OUTLETS SHALL HAVE FIN FLOOR AND SHALL BE OF SUFFICIENT SIZE-AND SHAPE TO - THE OUTLET END SPRCEO A DISTANCE.RSOVE THE C- - H - - RECEIVE ALL DRIPPING OR CCNDENSRTE FROM THE WATER HEATER FLOOD-LEVEL RIM BE THE FIXTURE OR RECEPTACLE. TO .PROVIDE AN AIR GAP COMPLYING WITH P290221 FIND . - TR13LE P290221. I& IN ONE-FRMILT f7Af44L SPACE(FIELD SPRIEDL TWO-FW91LT OR MULTIPLE DWELLINGS•.THE KTTGHEN SINK RNO RVFITDRY SA 7PP Y T TORT R ST IPP1 Y T RS}LFR RPM_ LY NRTFR C1 OS T SU 7AMI T - - WATER'SPRY PIPING SHALL BE EQUIPPED WITH ONE FACTORY iNSTPo I RTTON FRCTOR7 INSTAL[RTtON FACTORY INSTRI I RT1 RTTON FACTORY TNSTRI LRTTON - VALVE.TO SHUT OFF THE WATER SPRY TO PIPING - - - FIXTURES AND EQUIPMENT IN EACH DWELLING WIT. .WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO . - - - - - OTHER DWELLING UNITS.OR OTHER PORTIONS OF THE . - - BUILDING.SUCH DWELLING WIT CONTROL VALVES SHALL BE LOCATED WITHIN THE DWELLING UNIT SO CONTROLLED. . - - - - 17. URCL NY)AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION 917. 1& (IRC.N»VENTS FOR FUTURE FIXTURES SHALL COMPLY WITH SECTION 905.E 3-VTR^ 3'VTR 1e 1? Ir MIN 30-MAX. r STR OPIPE 24-MRX-OHIO 1 I? ✓ 1 1? - - - SVl TEE - - - FIN FLOOR - - -FL - .TRIP LEVER , FIR FLOOR SA. T - P-T WASTE r RAP _ OPT.DBL.BOWL sAAN TE E r .'�f-SAN TEE V Y T� - - r 1 1?P-TRAP FIN FLOOR r�•'' �2' FIN FLOOR r P-TRRP 7 1? 11/r P-TRAP N . SHOLNER ❑RRTN d VENT BRTHTLIB DRAIN R VENT LAVATORY DRRTN d VENT - uRSHFR ❑RRTN d VENT - FACTORY iNSTA1 IATTnN FACTORY TNSTRII F❑ FACTORY TNSTRI I.ED FACTORY AUNT 1FD - - APPROVED . PFS CORP - 3'VTR 3-VTR 3'VTR �f'I� 2004 DISHWASHER(OPT]DRAIN LOOPED VENT 6 DRAIN LINES - `FUTURE VENT MAYBE UNDER CT.OR THRU AIR GAP FROM 2M FLR ON SITE - DELETED WHEN CLOTHES r - - PER MANUF.INSTRUCTIONS BY BUILDER iV•O Ai(E NOT. 3'.VTR FROM • WASHER IS ON FIRST OR I I? TO BE TIED INTO VENTING - .. SECOND FLOOR ..FROM LL FLR FIXTURES 1NtFLR FIXTURES. SINK oAxA1Ns - .. �. ,( APPROVAL LIMITED`iION DISPOSAL VENT. 3'DP PL FOR UMBING - r i FACTORY 8t�161' p A tOPT1 ' 2M FLR PLUMBING i DISPOSAL - i a)PTj _ U SEE NOTE •18 457ELLS r l._45*ELL5 CONT.WASTE SAM TEE SRN.TEE r - CONY.WASTE -r BRANCH FITTING 1 t?. - ; T FLitid(£Wt T T a-a W.D. MASTER SERIES •I t?P-TRRP Z•P-TRAP FIN-FLOOR .. - ... FLANGE OM H _-FIR FL ALL MODELS FIN FLOOR N 3111 PLUMBING ' - - - FIN FLOOR. FM FLOOR CAPPED 6 LABELED . •7 u/DISHWASHER OR R5 CODE REOuiRES FIN FLOOt MUNCY HOMES. INC:. - KTTCHFN SINK DRRTN d VFNT OPTIDNPo ❑ISAIL7R HFR 1561 PR -ROUTE 442 ERST FACTORY INSTRI I RTTON - FACTORY iNSTgl L ATTnu. RISERSC MRTI- �MRTN 1(FNT STR[`K R ur SECONDARY h� STRGK d W.G FuTLARE VENT iNSTRLLED FOR MR AND NH CRP ANTTS •T(7RY TN�TPo I ATTnr.N FRCTDRY 7NSTAf I RTTON AND AS _DOF RFM7TRF5_ OR AT Ault DFRS REDLIFST MUNCY.. PR 17756 SEE BEET F13 GENERAL PLUMBING FACTORY INSTRI_L RTtON NOTES[NOT FOR K». � EACH VERTICAL WIT SHALL HAVE ONE -- � - �� tFRrTnRY iNSTRLLRTION FOR BRSFMFNT MODFI S7 - MAIN 3 INCH MINIMUM STALK. - ORN-BY DATE SCALE REV. HT.ABASE N0. DRT06\06\66 b NAME MJL 3-22-91 NONE 10-1-2D02 6b . NOTES NDf 9'ECff'07LLY ON THIS f» DETAIL #1 DETAIL �2 s/er n u sr�RT►mTO sruc L co T.SECTION. ?!aG E>aEDu1E aro APPLA78E FPP(SFD DUE�rLr TO STUDS DETAIL u3. LTmsfi 9E(:TIDn 2 MRNt�Tl1RER lsMs THE OPTIONFOR OF SUBSTITNAILING TING SCHEDULE. VINTL LAP OR Nim..S FOR EIR,ALES CALLED FOR IN HWD.IIAG ascn�c ��ALUMINUM BE IN - - OVER sHERrt� kM �F�Tms A D ELEMENT BlOLDER DOUBLE EO(TERIAR PERIMETER RAIL RYPU MfiilFRCilRER9 9'Q:DTCFTTIDI9 s�HDATEMI �FLATMNOT w TREATED SEE F11EI11 3 BASED ON CRITERIA 122M�pITp ao cRFE u(uTs is RR>L5—� Su SEE NOTE Nl I AGENCY RATED 3113V1CRON ADHESIVE � 1� PITCH. FOR-a z BTORY UNIT 75 BASED a a ��ED To JOIST AND SILL 4.GELIU M(�I HIIO ZONE U11ITYAPPLIES Ta S19557C LOUNON ' SEE FIELD CONNECTION SCI•EDILE TT3 4IDA Z07E LIES OF S BELOW.CONNECTIONS ON SITE MAIN HAMPS�E AN1I�ALTTIES DEWY. II - BIT BUIIJRTt , II 0)SI PSON H4 OR EDUAL,3 VW STEEL ANGLE - . , - WIN1'SPEED�- P. OCR BULLETIN NUMBER W-4 FOR STRAP FASTENED TO THE SIDE OF THE FLOOR GLUEDAND NAILED TO E AND SLL RHODEf'� • II Y JOIST/TRUSS AND TO THE.EDGE OF THE S01 PLATE REmE..1 -.CO WIND RUL N7T@7t 2 - FOUNDRTIDN II Ni'fH 0 8d NfMo.B Rf EACH LOCATION ON SITE E CONNECTION asFlY■r BITING ROW OF V 0/100 -.COASTAL Z NEA 11 BY EII0 8d 13Y Ai'BbTpJ_ED S. MARL) D- WIND COUNTIES SORER ITS 11 V�CONNECTIONS ON SITE - BY afaOER W RCESTE COWTIES OF BOMFRSET,NDCCt'IDCO AND .. II •. _ NEW�-SEE OCR BULLETIN NUMBER 08 4 FOR WDD-SPEED MAP. RHODE ISLAND WIND ZONE-NUMBER 9. SiDEWALL DETATI ONE STORY 8 CAPE SIDEWALL DETAIL ONE STORY 8 CAPE S.00=6 ARE BASED ON EXPOSURE C. .. 7.WDVDOWSAN•+Mm OV�,s LOCRTED IN WDG973E onus tWi7F1 T1-11.SIDING) RESMNS;'JFR L HAVE i LRZ D,g ENINGS PROTECTED' . - SCALE 1 Lll =__ -(r SCFYF 1 1/T=1'-0" FROM THE lWII�E CE�9`ON 317E BY THE wm rre _ - fi1'MRIE7�.S SHALL BE HE'�ID'BY.TH:,w m MRCOMP43ANCE'SFIRLLABE-Sr- -METHODS - RRISED RANCH FOUNDATION CANTILEVER DETAIL 111116 ERsrM('��B H REQUIREMENTS OF SCIA E 1 L/ --1'O DETAIL e4 ►ems 26TFA RTMo 29 l m�-:- . B-�AGENCT'RRTED:WOOD:STR(1CTU3L.PA➢ELs:WITH A . - MINIMUM THD 12CSS(IF'7/10 A M-A MAXIMUM'SPAN OF F OR SELF SEALING SHBOLE^a. ..-' STE1TT SMALL BE�PEJiMIT7ID"FIR iOPENIG PROIECrlDN . .. TYPE 15 FELT W/11I.OVFSBJP - III CIE-AND TWO STORY BUILDINGS WITH A MEAN ROOF _ OR ASS SM& w^u'2 AG1GE�'i1BP (4)71W a"1 L7'><16 gs Sif-LES AT HEIGHT-OF:W FEET OR�LEM-PANELS SHALL BE.PRECUT .,.7 S� gCOR�p.�yq- w 46.OC. S ERR@IG JO]W AND FLIP OVERHANG ED(,E THE iLRZED'�LPFJ�Gff�iRTH-RT'iFrFiMENi SURFACE ROffIIG 1 - ar STOP TO n.INSURE AT 'iEDVIDED.'RISTREWSNI SHALL- 'OARWITM OUND PANEL - ,o s:z •sue ►ilm�_mL��ro zns��c,—,s ar:.u SCREWS Fr. W . O.C.(ROUND"F0EL'PERIMEIER C=:=METHOD.-APPROVED ETK-'THE'L;O=:'BUILDING OFFICUR- .. - - - SE'SIBOTLON R301 41ND:TABLE:.R301 12 WI D B RNlE_CE33D.4'T�L9'(Rc''iREIS:WITH IN " m lmxT NAILS HUd�Ir-W-PROfE�RECIrS WIIHIN:ONE MILE OF THE 24 TO bd COTSRL:MER4 HIT.H WATER LIDE'MERE TSE'BASIC WDII'SF4ID35"110190-MPH-DR-GRERTER-OR-WHEE'THE FLUB GRIP EDGE - 8R��=WINO:SPEED LR'EOUL-.TO�OR GREATER THIN . - - - - - 120L100'.MPl4,SEP:..T(8E:mm»o. CONSTRUCTION DESIGN 15 IN WITH . r - 4 71DA1NPM: 1%LORDS FOR BUlLOm(GS AND.OTHER . - m 18d NRIl3 TO TRUSS - fA STRUCT(RMrl4RS0E-WS-AND DOOiS SHALL BE DEED DETAIL L6 - - - ib RLUOMRI --- - _ LOWERED,OVF7dii17G�7� TO RESCT--THE'DESIGN WIND LORDS SPECIFIED IN TABLE COVERED FRCIA "218R30I7ID4RDJUSTFD FOR HEIGHT 9D EXPOSURE PER CONE 1/2"OR 5/@M 1/r ngE:901 - SUPPORTS) AT BAG. 14400 M:DE SIGN WIND PRESSURE ORES UI]REM 01-9D/75-IBB:.I%--I_W-PSF. PERFORRitn SOFFTT HERDER TO 2s5 02 1MM I6S ix-195--"m P9F.. .. I Lr■90 pL�GALV. (CT EACH E70 0�4 -a 19LS Za795-7PPOP. - . STRAP s 4W O.C.FASIF7mps Os 120/300-242 z 135=32M PSF. RAMD_5 HS®R'7/1 E?O HEADER TO STUDS MuOMUM.:ARMR GRACE REZIGEDC . ®10d NAIL_DIRECT m 97/T-20 FSF.. I Our.BY BJD oER 043MM WRAPPED) . BY BUDJRR az 100/e0-a PSF. JOIST �LEDGER a[E?cr RIOTED 9ESTnm(G 61JFD 05 W D)5/es-a'PSF. WITH coH6TRucrIQ(-AaoHEavE alD - FOLDING OVERHANG (OPT) - ONE AND TWO .STORY 04. 11D/so- P� 12D/100-95;PSF. 2.4 Mu4 caNr WITH c WITH Q ROWS OF m NAILS SEE 9ELTIQB RET32.TES R®39- D.FDUDRTD-WITH L Z1 Me AT EXTERIORBOLTS, HALLS SHALL BE FIT 9.O.C.STAGGERED EACH PERIMETER SCALE 1 L2'=1'-0" ANCHORED WISH O 4,M Dr.M R BOLTS,r. MfaC FROM BAND(I)ROWS TOTAL.BY 0In DER FOR 3 STORY RO 4W'Oc MfSHALL EMBEDDED L fR(9 STORY IN CONCl A(O SILL IN MASO R SHEATHING s� DETAIL a5 LL FOR 120A MPH WDO ZONE, Mu@M1M OF T>H CONCRETE AND 1s•m MASONRY UNITS. LOOSE FOR THIS AREA - SItE ETD AND Mid WILL GYBE END TIdUSS- - - AFTER OF UATS INSTALLATION ITS STUDS SNR1 BE 1G 0C INSTALLED TRUSS 2 TRUSS SPACING MAY BE 24•,182.OR 16'Oc DEPENDING ON ROOF LINE - - - _ LOAD RED.DIBD AND THE ROOF PITCIL GYPSUM BOHM SiDEWR DETAIL•.._—TWO..STORY wz' GYPSUM BOATED Doua.E TOP Rim- sm 1 1/2'=1'-Cr DQHF TOP PLATE " - TYP.STUD . N SD'PSON H-25 STEEL FRAMING ANOIDR. � (D SD�PSON H-ZS STEEL FRRMDG M93-M OR EDUiL WITH m Bd NAILS B:04 ENO - - OR EDUL WITH m 6a NAILS EACH EEO - DETATI OF TN R M NT TR S S DETAIL OF GABLE END TRUSSES S�NT3 SCALE1 N,9 APPROVED FIELD CONNECTION SCHEDULE FOR WIND RESISTRNCE PFS CORP DETAA• -7 s/e°n-11 9EATMm,G/SIDUG DETAIL •8 ONE RVa TWO STORY urars MAR APPLIED DIRECTLY TO STUDS LOCATION FASTENERS 6 SIZE QUANTITY MAR 2 2 2004 CEDAR LAP OR VD1TL LAP SEOING FLASHINGBY - OVER 9ERTHING - E7_DOR F+�_n+cisv ails m c_n I PI ATE - E6ld�R. TWO STORY SINGLE WIDE UNITS-DOES NOT 7/1S M R.AGENCY W:I ED SHEATHING Gltm APPROVAL ,A �y DOUBLE EX78UDR PERIMETER RAIL(TYP), DCLIlOE E7CTFIISIOA6 TD R ALLTIPL.E emc UNR. MOTH CONSTRUCTION ADHESIVE AIG NMI M TO APPROVAL LIMITED TO SEE NOTSILL E-11 TRIM BOARD �NOTE�31 :" (TEE E O q1S SMLL BE R MIIQMIX RUldIM MST T���FROM R SILL PLATE. NITRE PERIMETER. 6.OC TOEiii11ED � ®r !•� /yet INSTALLED 90LDER BY AGENCY RATED mM ADHESIVE L9/9r AGENCY RATED. .93d NAILS*THROUGH SERTKM TO RIM V Da DIRECT �1*t1i./ ��� �lEG1 R�IVitl AND NAILED TO RIM.GIST AND SDI. - e JOIST AND SILL PLATRE �TLOEE ST NAIL DIRECT ROWS ..F • ENTIRE FERDMETTR..WE FIELD�(�(SCHEDULE SOGLE WIDE UQTS-END WALLS-120/100 MPH 19/92'MOL AGENCY RATED S£ATmING GLUED ..FIT RIGHT.-CONNECTIONS ON SITE WIND ZTYE-DOES NOT DCu=EXTENSIONS TO' WITH CONSTRUCTION ADHESIVE RM NMTLED TO RGE}LY RRTFD SfAh@1G Or wm DER A MULTIPLE Box MT. - RDM JoR AND SILL PLATE ENTIRE PERIMETER T ENTI WITHRE NO NAILED PEW��T ADHESIVE BOTTOM ROW -AM SILL 16d TDE NiD FROM RIM JOIST To SILL PLATE 6•aC TOE#iibID MASTER SERIES 1Wd NAILS THROUGH SH M11M TO RIM 4.Oc DIRECT JOIST AND SDI.PLATE'. �LEEENM AND Wd NIL DIRECT ROWS -- -FIT RIGHT.T. E By Bill n�+sTwLty - ALL OTHER ours 712W MIX AGENCY smv 9MEAnmG 01 ONE AND TWO. STORY MODELS or el in am WITH CONSTRUCTION ADHESIVE RHO NEED TO DETAILS FOR IUVW 6 12D/100 MPH WIND ZONES RIM JOIST AND SILL PLATE ENTIRE. . - . . 1Bd�-(HRIL FROM RIMS THROUGH JOIST TTDD� r Or-TOE-NAZLED - SIDEWRLL DETAIL - TWO STORY ,76doasT AND SHALLLLBEST NAIL DIRECT ROW^ MUNCY HOMES. ,INC. ` TD WA DETAIL TWO STORY '. 156E PR ROUTE 442 (WITH T3-il SMI14M " SCALE 1 1/2'=1'D' MUNCY. PR.17756 - SCALE 1 L/2--l-(r : DRN BY. DATE SCALE REV. SHT. NO. Da OT�NFMME DJG 8-28-95 1 SHOWN n-17-2003 7-1 . - - UNIT 1 UNIT - EIELD WORK - 10d NAILS BILlOz 2.4 UPPER RAFTER - I` SPF •2/•l OR NOTES 'GRIT..RIDGE VENT .DOl I(Id NAILS OR EOlii . 07 GIRDER PER MODULE TO!£ CpR.2d 16d e,EACH RAFTER m lop WOOD SOtEWS ' . . ��CUT OUT ON SITE By BUILDER OSPF R EOUALl BY BUILDER 10d s S OL BY LOER-SEE 2.2 LEDGER 1: cerlRiL H12T�77C yEMILpC IOpI DESIp,1 MEETS BY BUILDER NOTE .S FOR _ _ _ E7cC��ELE��,, PALL iPPLI i>�E Ct)OES 7-RLIP TOP TREAD INSTALLED ON SITE lOd a 5"0.L. - ALT,FASTENING 2• W STIRS.R� 1 RL�S DO NO REOIJIRE0. BY BUILDER AFTER RAILS REMOVED. - BY BUILDER - -'-•- - - _ _ 3 FOR FiLSTENI�S NOT ��EECCIFICFL 7 0ONTHIS SH£E7 5EE �STEUdNGCOM.RIDGE VEM COMPRE DETAIL "A" 4.. FOR OPT.CHALET DETAILS.SEE SHY III2.4 UPPER RAFTER 2.4 UPPER RAFTER - FQ2OP.T.S£O O02MER DETAILS. SEE NAIL •1. 5�-2/•1 OR � SPF•2/•1 DR SHY TyMR Ems'. S. ALTERNATE TTIITEOWITTH(�43 10 TIES AND RLT- DETAIL "A" DETRIL "R" DETRIL "B" DETRIL "B' A ADHESIVE OF ADHESIVE COVERAGE STRUCTURAL ' AaorESIVE.ADHESIVE SrsLL caNFaRn To ROOF SHEATHING SCALE: 1"=1'-0" SCALE: 1"-1-0" - SCALE: 1"=1'-D" ASTSIT (�BUILDER. R TM C2559 OR CA 25-4 ON --------------- ------- SEE yr7 . FACTORY SEE DORMER.an �-4� F QI 16dd�LS TO RAFPlNG IS . STRIR DETAIL 0 Ire NAILS TO 2.5 LOWERED.BY BUILDER - _ AFTER ROOF 15. - SCALE 1"=1'-0•'. - RAISED,BY BUILDER HINGE PLATE-DESIGNED - - .. BY TRUSS MNLLUFACTURER 2.4 WITH rn 16d EACH COLLAR �B-DCK BY 2.4 1.6 .TRESS MRNF. - MNCE RATE DESIGA'ED 12 FIELD WORK DETRIL "D':' 1.6 1.S DERt� IK DETRIL "C" IP SCALE: I"=1'-0 lOd NAILS DIRECT 7o STUD �4T•1� ' PRE-nAa4OFACTUREO WOOD - _ ✓. 9 OR 12 1NSJLATION.INTERIOR FINISHES.ELECTRICAL TRUSS(BY OTHERS?ATt' BY BUILDER DETAIL 'G" MATERIALS.PLUMBING MATERIALS.ETC..-TO m Si IS-. 19.2-OR 24-O.C.SEE - , INSTALLED ROW BY BSIDIING COMPLETE THIS PARER ARE TO 1£ INSTALLED TRUSS MANUAL FOR- -By BUILDER IN FlCCOROAi4CE TO STATE DESIGN ORRWINw'S. - " ". DETRIL "D" MANUFA LOCAL CODESPRM SCALE: r=r-D' DETRI - 8'-m `WTD 224WA& 26W �'ODOR TO ENCLOSE STAIR OPENING ON :. SITE BY BILDER - - - - .,., `' SCALE: 1"=1'-D" . ,.. SCALE: 1"=1'-D". DETRIL s-D-FlIN • DETRIL .,C., 411.r SHEATHING To�BOTH HALVES E" DETRIL "F" INSLATION W/va BUILDER - TO WARM'SIDE O UNI S G(.'O HE DN BT TS ' FLOOR SHEATHING - F1ELO FASTLMMG OF SEATHING TO JOISTS 24' CAPE SEE SHY 3c SEE SHY 9e 6tl OCOMMON O MONRE OR CT EOGE5A 1O7 OC AL THREAD INTERMEDIATE IL STAIR DET e,., . ... SIMP5ON RST-3 STEEL ANGLE STRAY - . OR EGU L a 46-O.C.FASTENED TO - - -THE BRICK SIDE OF KNEEWALL 9-MIN 2.2 LEDGER STRIP OR JOIST HANGER WITH BI.131' 1 I?NAILS 2.2 LEDGER STRIP . BEEN BE INS.SURFAISLE S OVERTOP THE SIDE OFTHE OR JOIST HANGER WHEN BARING 1?GTE.!�. BrFRIN.BALL IS LEA THAN f 1/r 'CONT.(SEE NOTE l21 INTO CHORD AND AM I BUSS SURFACE.OVER!FARING BALL?IS • ; 'CONT.I?OR 5/lr.i I? - NAILS INTO THE BACK OF THE LESS TEAM 1 1?OB STRIPS KNEEWALL STUD ON SITE BY BUILDER - - Y =� fSC EE.SOP TE�RTE[S1 _ - I?OR 5/B'GYP.84 - .. 2.4 D 24-DG OR 16.Or- r 2zli 8 24- 8• 1/r GYP.BO. SEE SAT 3.FOR SPECIES, IT - .. WIDE GRADE S QC SPACING - . 1/7.3 1?CONT.BELT BELSTRIP T RAIL.ALL - C - RAIL.ALL BRAG. S(OPTJ -BRAG WFILLS(DPTJ 1/2,GYP.B0. DETRIL "E" DETRIL - . SCALE: 11=11-0" SCALE: . INSULATION W/Va - - - 24' OG OR 16»DL TO WARM SIDE - 3E MIN SEE SHY 3.FOR SPECIES.GRADE 6 D SPACING SEE SIT 3. S/r TI-11 SATG/SIDINAG - VINYL LRP SIDING - DETRIL."H" FLOOR-SHEATHING CONT.SINGLE .. JOIST HANGER STUDS DIRECTLY TO OVER SHEATHING SEE SAT 3c BOTTOM RATE ~ "r ALUM.FLASHING DBL EXT.P'ERIM, vuivvARIL (TYPI iv. '. FACTORY WOW i - 1.6 TRIM BOARD BY BUILDER ROW OF 6-MIN. / FLOOR J015T - ING . INSOLATION W/Va / SEE SKY 3c FOR SIZE. �FIELD SMINGBOTTO By BUILDER - _,� _ TO WARM SIDE. - SPECIES.GRADE Q DL SPACING DETRIL. "I ._ .. s..__ 7?010.t10.T,46"OL. 16d TOE-(AILED - 'SEE SHY 3. - _ - -""`:.. .." - - - e le'O.C.BY BUILDER - I6d TOE-NRtLED - .. • .^cr e le'OG BY BUILDER - 5Eg9� DETRIL "H" DETAIL 'I`'. DETRIL "I" POIJ?VORTION aFrAILs c SPECS SCALE: 1" 1'D. SCALE: 1=1'D SCALE: 1"=1•-0 36-MIN. SEE DETRILs .. FIELD WORK - - R STAIRS BY BUILDER - - - - - - - - - APPROVED . PAS CORP I 2.6 MAR 2 2 200.4 TYP. GROSS SECTION rn ifid NAILS ERL71 RAFTER OTTER BY BUILDER EACH �. - . BT BUILDER Urn 2.6 SPF •2/.1 5E&E.N. pTz ORCH '`AF TO .TOENAIL (2I i6S F APPI4OVAL L.MUTED�'OPORCH RAFTER ISCALE: lrr"=1'-0' 2,6 PROOF TR TO P� . POST_ - FOR DWM of t=ACTORY BUILT PORTION INSOLRTION W/V.M TO WARM SIDE - FASTENED ED TO - SET-UP PROCEDURES O F I. - . SS SEE SIT 3n - BY FACTORY DETRIL .,I.. ivvvuvvvll SCALE: Rt#� DETRIL "H.. 4 MEMBERS OR - HINGE PLATE DESIGNED - - SEE SAT 44 FOR 6 MEMBERS - BY TRUSS MPIF. FOIUNOATION DETAILS 6 SPECS .:- _ _ 2 SPF •2/•I OR EOURL - - 24 MC-40 PSF SNOW ZONE MRSTER SERIES .. .. ..BLOCK BY a 16-.O.G- 60 PSF.SNOW ZONE .. ..TRUSS MANUF- ROOF SHEATHING - - CRPE`MODELS TYP- GRRWL SERGE CROSSSECTION " � DETAIL "I",SCHEDULE D TRTI "f I SHY 3c CROSS SECTION SCALE:.1"-1'-0 MUNCY HOMES, INC. SCALE: 1/2"=I'-D 1567.PR ROUTE 442 EAST MUNCY..PR 17756 ORN. BY `DATE SCALE REV. HT. N0. PORCH OPTION DATDA NAME MJL 3'22 91 SHONN 10-1-2002 7b _ NOTES 3. RrR&TIDygLLRi DESIGN MEETS OR FILL CODES. ,- FIELD WORK - z u "sraws�RJOotTLs.uORRLT�S 00 NOS.won ALT. DETAIL "A.. � 3 M F5 Np7 p �NI; Em-F .�N THIS ShE T 9EE F 7 E1IIN0 4. ALTERNATE FRSTENDC OF COLLAR TIES . B FASTEN COLLAR TIE WITH(43 10d NAILS AND 10d B S'Or- 3 s S-OL - R MINIMUM OF BOX COVERAGE OF STRUCTURAL BY BUILDER T BUILDER - RD ESIVF-ADHESIVE SKILL CONFORM TO .. .. - ASTM 04689 OR WSS9 OR CA 25-4 ON DETAIL ..I.. . < SITE BY BUILDER. +. 2+4 SPF 13 s 1S"=OR 24- - ls{ AarH 0 Be DETRIL "R" RI T. DETRIL "B" NAILS EACH COLLAR SCALE 1=1'-D". SCALE: DETAIL "f. -- ------------------------------ ---- 12 ------------------ ------------ ----- LONER COLLAR TIE 15 USED ONLY WHEN r11 1 AREA MUSED AS R.NON-HASITABLE SPACE . INSUATION.INTERIOR FINI9'L ELECTRICAL— DETAIL "K" PLUMBING MATERIALS.ETC TO COMPLETE THIS AREA pi£ TO BE INSTALLED FIELD WORK a STATE SITE. oR��'I"L'OOEAs°R°R"CE To DETRIL ..H.. DETAIL "F., rFFLLEOM SSfEATHING _ l 11 / - 9/12 OR 12/12 TRUSS CROSS SECTION SCALE: 1/2"=1'-0 • y I 4 1:6 ALM 08 COPMESION STRIP STRIP . - COVERED FASCIR 1i� _ : - 1ir1e-OB IDd NAIL DIRECT TO STUD - RLT. DETAIL "H" . \ - TOP ROW OF a BY BUILDER . . 24W L 26W - SIDING BY Bu1LOER SCALE: 1"=1'-0` RLT. DETRTL "H" FIELD WORK . - - - SCALE: 1"=1'-O" '(2)16d.NAILS TO RAFTER - . - AFTER OVEN 15 LOWERED.BY BUILDER . . - IOd NAILS n 4-O.C. .: : - - RI 16d BY BUILDER " . - .SIMPSM-.RST,-3 STEEL ANGLE STRAP -" BY BUILDER ,:OR EDUL•4r O.C.FASTENED TO THE BACK 510E OF KAEEWR.L - HINGE PLATE WITH DD.131" 1 1 1/r NAILS - IBY.TR155 MFRI .. - INTO THE SIDE OF THE.TRUSS - EDTTOM CHORD AND oD IOd RI 1&)Kllls A . NAILS INTO THE BACK OF THE 1 d NAILS�� _ •' - . BUILDEKNEEWAR STIR ON SITE 8T ----- --- --- - a - . 'BUIlOER U•ON:E P l TO STUO .. ' Q07 lOd NAILS OR LATE Od NAIL DIRECT ! - ®Y TRlJ55'MFRI BY BUILDER--_ .- --- rn.1pp WaDD scREWs ON SITE BY SUILDE - - TOP ROW OF SIDING Br BUILDER SEE NOTE 14 FOR - .���irr.r. ........._ ALTERNATE FASTENING DETRIL "H" FIELD WORK' RLT. 'DETAIL "H" EIELD .WORK DETRIL "F" FIELD WORK DETRIL "T" FIEI WORK DETRIL 'J" DETAIL "K" APPROVED 74 wTDF '6 'g' WI°F PM CORP SCALE: 1`=1'D" SCALE. 1'`=1'0 SCALE: 1'=1'-Or SCALE: 1"=I'0 SCALE: 1`=1'-0 SCALE: 1"=1'-D" 2 2 20 CONTINUOUS MAR 04 _ >,. APPROVAL UMITED TO FACTORY BUILT PORTIO MASTER SERIES N DETRIL I . ES DETAIL J - r 1 ~r��Stn ALL MODELS _ �'M® OPT. ROOF CROSS SECTIONS DETRIL J MUNCY HOMES. INC. DETRIL I MRRRTACF WRLI a 1567 PR ROUTE 442 EAST 9/12 OR 12/12 SIN MOD TRUSS LrP E�R„�TRr F�R.,'t�rar MUNCY, PR 17756 F I Ft i SCALE: 1/T=1'0 DRN�BY DATE SCALE REV. HT, NO. DATABASE NAME .. DT7 MJL 3-22-91 SHOWN 10-1-2D02 7g • DETAIL Al (3)IDd NAILS, 19'D.C.ON SITE RIDGE TO RIDGE DFTRTL all 1 1/2':3D1,30 t7Lv.STRAP OVER RIDGE 1 1 a30 GA V.STRAP OVER RIDGE - FIELD WORK FIELD 'WORK gn a•II'OL BSI 1,/17H t4]8d NAILS PER LEG 16d NAILS 9 3 1?OL I! O TRUSS E]. (4)60 tii1L5 PER LEG CNT.RIDGE VENT.,SEE NOTE •1 RLTE NFINTO IM ONNE1 6)1Dd NAILS 16.O.0 ON 5ITE'RIDGE TO RIDGE HORI2.RATE TO VERT.PLATE ' INTO TRUSS[SITE]. ALTERNATE CONNECTION ALTERNATE CONNECTION RIDGE BERM 2a4 SPF •3 OR£OUR 2.t COLLAR TIE FASTENED ffLOW?t RRTE TYING BETWEEN TR165ES tSITE) 2.4 COLLAR TIE FASTENED BELOW 2.RATE TYING ]d TDE ODRDE OF TRI155 TOGETHER.COLLAR TIE CONT.RIDGE VENT,SEE NOTE •1 _ TOP L FIT OF TAWS AGAINST ROOF SHEATHING TIE s�iL FIT TIGHT AGAINST ROOF'ShEATHIW,,AM 2a4 SPF •3 O2 EOUR _BILL FIT FONT MODULE RODE SHEATHING AND 2L4 SPAN FROM FRONT MODULE TO RERI MODULE. RIDGE BERM . SPAN FROM FROM MDEILE TO REAR H(4)c 10d NAILS a 12-O.C.RATE TO RATE MTE) COLLAR TIE BELL BE FASTENED WITH(43 NOD NAILS 1.4 COLLAR TIE SMALL BE FASTENED WITH tt1]OD NAILS OR EQUAL AT EACH END TO TRUSS TOP CHDAM �--RIDGE - 'OR I RR T AT EACH END TO TRUSS TAP CHORD COLLAR TIE CONNECTION I5 MANDATORY FOR � CHOLER TIE DD1P0/90.1 IS MANDATORY WIN FOR _ KNEE WALL - -R)mE 15LRD IIa/9O, 120/100 MPH WINO ZONES. lOd NAIL a 12'Or-RATE TO PLATE.(SITE) 13DOE ISLAND 110/90.120/1�Mli)WIND ZONES. _- CONTINUOUS LATERAL BRACING TO BE . FIBERGLASS OR SELF SEALING SHINGLES EDUi`,LLY SPACED,ATTACH WITH O)0d NAILS PRE-MANUFACTURED WOOD.TRUSS --2ai -- - COVTINEXk15 LATERAL BRACItG TO BE TYPE 15 FELT WITH IIF OVERLAP OR TRUSS HINGE.SEE DETAIL •6 tBY OTHERS)AT 1BF.1SZ OR 24'OL EH)RLY SPACED.ATTACH WITH 0 6d NAILS •55 SIMPLEX SHINGLE IIDERLRYMEM SEE SPECIFICATIONS MANUAL l �TRUSS HINGE.SEE DETAIL •5 OR EIM Ll Q3 SHINGLE UNDERL KI PIE-MAN FA&U EO WOOD TRUSS FOR TRUSS DESIGN DRAWINGS , FOR FASTENING, 2.3 BRACE(FACTORY) BY OTHERS)AT 16'.19Z DE A'0L SEE DETAIL 11 SEE SPECIFICATIONS MAMA FOR FIBERGLASS OR SELF SEALING SINGLES SOLE RATE FOR FRSTENING. RAFTER TIE.DOWN5 - ______ 4ITE) KING POST TRI DESIGN DRAWINGS TYPE 15 FELT WITH IS OVERLAP OR 2.3 BRACE SEE DETAIL •11 - 12 SPACED 41F D.C.cmrE ----'______ _' ----_ .I2 - •S SIMPLEX SHINGLE UNDERLRYMEM. , . INSULATION BAFFLE _ __-- FOR EQUAL)ON RATED SHEATHING KING POST ISITEI 5 OR 7 . TTPICR _ _ ___ ____ -- �5 OR 7 --_- __ INSULATION BAFFLE . TYPICAL - KNEEWR.L KIND POST OPT.CRTIiEORR_ ,. . I?OR'54r GYPSUM BOARD ROOF INSULATION NEETOETRIL 24•AND 2B WIDE - PMETDEIRIL 24•RD 21F4. WIDE1?OR 5/6 GYPSUM BORE ROOFINSULATIONO RG DETAILS: COAT.RATE OVERHANG DETAILS. FASTEN TOP WITH ql lOd FAILS-l41 lOd TTPICR 2n DE 2a6 SIDEWRLL CONY.RATE •t. BAILS FIY2 120/It10 MPH'WIND ZONE(SITEI' 1?OR S/B'.2 I/2' •4: C% OR S/Ea2 1? FOR HA WIDE UNIAIL /} TYPICAL 2.3 OR 2.4 MA22IiX'.E WALL COMPRESSION STRIP 'OVEi1H1fiG DETAILS. TYPICAL M DE 2.6 SIOEWRLL I COMPRESSION STRIP - OVE'f3pGIDETAILS. L TEN BOTTOM�M7H q)100 NAILS SEE DETAIL.•5. '.TYPICAL 2.3 OR 2.4'MARRIAGE FALL .I T W[OTH ' SEE DETAIL •S. KING . UNIT WIDTH - L (4)1Dd NAILS FOR 120/107 MPH WIND ZONE (SITE) TYPICAL ON SITE FRSTFNTNQ DETAILS - 5/17 OR 7/17 SCALV3 OPTIONAL DFFSET ROOF SITE FASTENING DFTRIIS S112 OR 7/12 TYPICAL ON SITE FASTENING D TRI S SOLE.3/9=1'-tr y .. SCALE: NTS DETAIL >:3 OFTqT1 ua ❑ TF All a5 DETAIL ae FOR THE OVERHANG OINRIDE4f'RAKE T TO RAKE NNECTITIW OR CABLEFIELD.WORK FIELD WORK -GENE OVERFAG INSIDE RAKE TO TRUSS CONNECTION. .. � � � .. " SEE FASTENING SCHEDULE. - - -SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT. .. ./`1'MIN . - 'FRSCIR,J-RRIL AND DRIP EDGE TO OVERHANGS SITE WORK. - 09 STRIP TO PROVIDE AIR SPACE DE STRIP TO PROVIDE AIR SPACE _ - FOR ATTIC VENTILATION FOR ATTIC VENTILATION- - tRI7 OVERHANG I5 LIMITED TO 12'MAUL � � - .•. - - HINGE STRAP � TRUSS. U? IN I1D/50.120/I�MPH WIND ZONES - - - a 46-.O_ ROOF.SHEATHING - . SEE DETAIL •1 OR•2 SEE DETAIL •1 OR•2 - - - - 2.4 5PF STUD.GRAB E OR EOU1L TRUSS AT ENOWR-L ONLY AT ERVE END _ - EXTERIOR SHEATHING CONT.1?OR S/Ir. .. - AFTER ROOF HAS BEEN.RRISED TO 1/2'09 STRIP APPLICABLE PITCH,00 TO BREAK IN . Id INSIDE APO RK AT M - ITTP.AT IBRG.SUPPOZT9 ROOF.LIFT UP SHINGLES lU INSTALL . - OUTSIDE RAKES - o - - 0 ISd NAILS INTO EACH TRUSS Ta055 DRIP EDGE TRUSS HINGE FIELD WORK 2.2 4 SCALE: 1=11_(r n CONY.I?OR 5/?'. - ALUMINUM.DRIP _______-__ 0 16d NAILS TO TRUSS " 1 1?OB STRIP - - - AFTER OVERHANG I5 NOTES FAVF H'M R ITYP.AT ERG.SUPPORTS) I.6 FASCIA BOARD WITH 1d LOWERED.BT'BUILDER L RIDGE BOARDS ARE IN STALLED.A MINIMUM OF 1-BELOW \\ RUM COVERED FALSCIR lab SPA •2BL K EHA UNABLE `TYPO FLIP SECTION rt PEAK OF RODE TO ALLOW FOR ATTIC VENTILATION WHEN THE DESIGN LIVE 24-0L.MAUL AT RIDGE lOd NAIL DIRECT T0.STIR WHEN THE DESIGN LIVE LOAD T 16"O.C. psf PERFORRTEO SOFFIT . TEEN THE BLOCKS BILL BE AT I6'OL MFDL - PERFORATED SOFFIT BY BUILDER _ TO•ROW OF SIDING . - IP67 LLE13 BY BUILDER NOTE:ROOF SHEATHINC 15 CONTINUOUS FROM TRUSSES TO END W OVERHANG. • N - - TYPTCRI FRONT OR REAR ,RBI F OV RHRN OPTION D TRI t - SERF:S/4"-I.tr -p FIXED OVERHANG FOLDING G OVERHANG FIELD WORK D TAII =7 DETRTI a8 _ _ SCALE.' 1 1,/2'=1'(" °4.._ _. FIELD CONNECTION OF LOWER ROOF TO SIDEWALL:: C ❑ TRTI a10. _ .•., _ _ . SCALE: 11/2 1'0" ❑ TRTI SITE CONS°IRUL' THING TIONI�INSTiLLRAFTERS E ` Y I6d HAILS a E OC,2 ROWS STRGC.T=RED OVER ROOF SHERTFING 'THROUGH RIDGE BOARD TO SIDEWRLL - FIELD T FIELD WORK FIELD WORK FIELD WORK BERTHING F1A5<fI1G LSITEI RIDGE BERM • RIDGE VENT.SEE NOTE •1 SIDING ROOFING MATERIAL I u' .n n - � SECOND.STORY"SIDEWALL. _ ALTERNATE lab NAILER TYPICAL TRUSSES RIDGE VENT INSTALLED PER APPROVED �/'��/� . IN PLACE DE tat.2 LOLL �1PP�'1V TF GD . DRIP EDGE .2ai BLOCKING II II AI II �MFRS INSTALLATION INSTRUCTIONS. I 11 11" II SEE NOTE •I . II II I SHEATHING. - SHEATHING.UHDERLATMENT.RNE)SHINGLES ,�.Q �j NYLON STRAP FOR FLIP SECTION P4 V CORN"" 11 II I SIDING• - LRTERR BRAKING 2.3 a 24'OR W DL . II II I PRE-MpRNHUUF�RgACCTIRED�6-WOOD TRUSS KNEEWRL - - - - 11 11 1 FLAISHING - DBTSEETSt'ECIFI.'TIONce6 N24'0PLC TO CHORD. . LEDGER M115ER OR MAR 2 2 ZDOY' " I I RIDGE VENT FOR TRRUu5555 DESIGN ORiiAINGS STRUCTIRM BERMS - - ,SHEATHING TRUSS KNEEWRLL. £ II II I I I ORTNREISITEI _ _ RAILS FLOOR.JOIST �{ . ARPPRIOX FIR TFFOOOT mcouLE-Ai• - SEEEE DETAIL r 16d TOE-NRILED APPROVAL LIMITED TO:: II It 1 I II SITE INSTALLED MODULE.ti' FLOOR JOIST a 9'OL. BY w^ PORTION If I I II - - DIAGONAL WEB AaaLDER FACTORY BUILT f ORTI�,N I I ❑ t - .. 2.20 SMINI 2.4 MIN. II 11 I I TRUSS ---,,-BOTTOMCEILING:JOIST .. II II .. CHORD n u I OPTIONAL OFFSET (ON OR TWO STORY UNITS) CEILING:JOISTMASTER SERIES •SITE INSTALLED -SCALE: 3/B"=1'0'. - . RLLMODELS`' - CEILING DRYWALL ALTERNATE CONSTRUCTION DETAILS MUNCY.'HOMES, INC. 1567 PR ROUTE 442 "EAST SINrL F BOX EXTFNSTnN A R T. FLOOR C:FTLTNG RSSFMRI Y MUNCY, PR 17756 SCALE: 1/2"=I'-Er OPTIONRI 'OFFSET (TWO STORY UNITS) (TWO'STORY UNTTS) SCALE: 1i2=1--Ir- nDRNIBY DRTE SCALE . REV. HT: NO. oArAssE NAME07�713-22-91 SHOWN 5-2°2003 -A DETP.IL ttl DETAIL u4 • SHINGLES AND FELT AT BREAK _ - I7F"_L` #g NOTES . ARE SITE INSTALLED BY BALDER I .CM Sd NAILS PER SIDE.SITE INSTALLED BY BUILDER - _ 1. RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1-BELOW METAL STAMP HINGE MANUFACTURER SUPPLIES RIDGE PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION - VENT FOR FIELD INSTALLATION PLYWOOD GUSSET SITE INSTALLED - BY OTHERS AS PER MANUFACTURERS INSTRUCTIONS FRAME 2.4 SPF •2/•1 AT 16'OR 2{-O.C.D 1?d? BY BUILDER , hOOF SHEATHING 2.4 SPF•2/•1 s 24.O.C.O 40 PSF LL SNOW - h4 SPF•2/•1 0 16-OL 90 PSF LL SNDY - .2.4 SPF •2/•1 s 17'O.G 105 PSF LL SNOW - - _ u 2.3 SOFFIT SUPPORT - - - - sl'E 'rsT`atLEo FIELD TNSTA R D V n1 MsPF .2/.1 NT DETAILS 40 PSF LL SNOW SCALE: 1 1/2"=1'-0" 2a9 MILER M M SPF •2/.1 . 50 PSF LL SNOW - 9900 W 115 2 LL SPOLTRIL #5 ,. PERFORATED SOFFIT SITE INSTALLED - h2 NAILER.EPOS ONLY.SITE INSTALLED ALUM.COVERED \ PREMANiUFACTUREO WOW FLOOR TRl15S RAAlR7fYGE WALL SIDE WALL BY OTHERS AT'16'OR 19?OC SUPPORT COLUMNS- T-0'MAX- 40 Ps f LL BLOCKS SEE TRUSS MANUAL B-O-MAX-6D TO.105 PSF LL r FOR TRUSS DESIGN ORAMINGS *FL"DECIIIIII; FIOOE�I COLLAR BEAMS SUPPLIED AND FIELD INSTALLED - - ...r. INSTALLEDBY BUILDER COLUMN MUST BE RBLE ---/ r - -TO WITHSTAND FOCAL LOAD OF 12M La - 5/12 HINGED PORCH ROOF FIELD WORK SCALE: 11/2'•=r-0' THIS ROOF IS SHIPPED FOLDED SAM UP ON HOUSE I-BEW1 HANCGER.WOOD LEDGER ROOF AND INSTALLED ON SITE BY BUILDER OQJBLE TRtbSSTR1P'OR JOIST HNNi,ER DETRIL tt2 AF-- ,o U 16d s B'QG . z ROWS THRU TYPICAL SECOND FLOOR BERTHING.. OvRAIL INTO SIDEWALL .. ON SIITTEEF�TENIA•Y'.4BY BUILDER16'OLO♦. 1 PREMW.4UFACTREO WOOD FLOOR TRUSS ROOF SHEATHING2 BY OTHERS AT I6-OR 19'OCIONEEWALL12 - - SEE TRUSS MlftjADESIGN -FOR TRUSS DESIGN ORiNUINGStEROER ITAB E -CE NDN-HRBITRBLE b SPACE 2.4 SPFtS)•2 'C TYP.SILL PLATE I-BEAM HANGER,WOOD LEDGER - - DOUBLE CEILING JOIST 2.6 OR EQUAL 2.4 SPF(S)•2 PROVIDES BEARING SURFACE STRIP OR JOIST HANGER - H �POST BY BUILDER 2.6 _ .. .. ��� `POST BY BUILDER OR EOIAI. STEEL COLUMN ITTPJ - TYPICAL FIRST FLOOR OPTIONAL ROOF DORMERS OPTIONAL FLOOR TRUSSD TAT FIELD NSTAL 0 DORM R D TRI SCALE: 3/4-=I'-(- SCALE:3/4-=1'-Q• - AVAILABLE ON 9/12 OR 12/12 ROOF SYSTEMS ONLY .SCALE:3/4�1'-0- DETRIL #3 FASTEN ROOF FLIP WITH 01 16 DETRIL #6 BLOCKING ALONG TOP CHORD DETAIL Rg NOTE: 4P�RR_ CONT.RIDGE'VENT. OF TRUSS FOR SHEATHING - TAR IS APPLIED TO ROOF DECK UNDER FLANGE.SPMIGW 15 THEN . SEE NOTE •1 - MILER BLOCKING IS 2.4 -RUT INTO PLACE N10 MILS ARE TO 1£ INSTALLED THRU FLANGE.AS _AT 16.OC MAX AND IS - PER PVV FJ TAR APPLIED TO FLANGE 6 I5•FELT INSTALLED _ ALUM FASCIA REDUIRED FOR R MIN - SHINGLES THEN INSTALLED W/STRPLES UP TO FLANGE 6 MORE LL OF 60 PSF. TAR INSTALLED OVER FELT 6 SHINGLES PRESSED IN PLACE. METAL ST _ - . - - AS HITHIS DETRIL MANUFACTURERS .. FOR SNOW - .. ZONES OF 40 - /-�U\\\ CHORD PS" LL NViX - ._,-., <¢: __. ZD E TRIbS ERCHI SIDE FOR - r CURB Lf. OF 80 P5F..SNOW_ � 5 EXCEEDING®PSF LLTOPCHORDERFORATED SOFFIT SILL HAVE C9 TRUSSES EACH SITE. S-� . MRX 1/?MAX.+ NUMBER OF TRUSSES SHALL BE CONTINGENT UPON LL RATING OF FLASHING DETAIL SKYLIGHT DETRIL N.A.N DETAIL r'A' SCALE: r=1•-v' .��./ SCALE: 1'1/2•'=1'-0- 5,OR 7/12 TRUSS AT 24-O.C. S OR 7/12 TRUSS AT 16. OR 192" O.C. APPR^O^rtwpD `. 7/12 - -1- 2.4 MIN BLOCK - _ �fL�{' 7/16-AGENCY RATED SHEATHING OR EOUIL - - - * . PRE-cur FOR SITE INSTALLATION BY B,1IIJER TIP. ATTIC RC . SS AND KY T HT FRAMING 2.4 NUN BLOCK MAR 2 :2 2004 TI-11 SIDING OR EOUAL SUPPLIED PRE-CUT FOR SITE - .SCREE 3/4"=1'-0' - INSTALLATION BY BUILDER � .� .. PET. DETRIL #7 ..8.. 5/12 TO FOR -SITE N ..SEE SHY 71 _ - APPROVAL UMITE� FACTORY QUILT PORTION COMINOUS VENT CONT.RIDGE VENT' SEE NOTE •1 - PRE-MFV FACTRED WOOD TRUSS . 2.4 TRUSS TDE-NAIL Q1 16d NAILS - -TOT OTHERS)AT 1S'-19.?OR 24-Or- FROM 2-8 TO 2a4•RAIL: SEE SPECIFICATIONS MAN{/L _ MASTER SERIES - . FOR TRUSS DESIGN DRAWINGS - . ALL MODELS FASCIA FRAMING DETAILS' 2.4'OR 2xB TOP PLATE SOFFIT .. .MUNCY HOMES. INC. - BLOCK f—GO 1 l?• 9 1/4-1.MICROLLRM tEA�FOR 40 OR 60 PSF LL.SNOW AiLLVk OR VINYL CM I I?.9 1/4-MICROLLRM B'�FOR 105 PSF LL y.DUU. l 1567 PR ROUTE 442 EAST. DETA rr SOFFIT(VENTED) SUPPORT coLumNS- 10-6-oc MAX SUPPLIED AND FIELD - - MUNCY. PR 17756 r.r INSTALLED BY BUILDER COLUMN MUST BE ABLE TO SCALE: 1 112 1'-0' WITHSTAND AXIAL LOAD OF 48M La SECTION THRU OFFSET ROOF -FIELD WORK TY.P.. SECTION TH U CRRF'ORT DRN BY DATE . SCALE REV. HT. NO. SCALE: 1/Z-=1'-0' SCALE: 3/4'=1'-D DarAN3>,E NAME MJL 3-22-91 SHOWN .5-2-2003 8e OB\Be" NOTES . .. - L MOISTURE RESISTANT FIRE RATED EXTERIOR GYPSUM SMALL BEMUSED ON EXTERIOR SIDE aRERE APPLICABLE). . - 2. DOOR FROM A GARAGE SMALL NOT OPEN INTO A WALL 1 HOUR FASTENING ASSEMBLY E aA mE m05 - MANUFACTURER A SLEEPING TUER. LOLTiTIW E GFNE F 6 THEO WNCTOR7- SEE FRSTEMNO REOUIREMEMS � � � 3 NVi�4pACTlRER BHLL DET(DRMINE FROM THE OWNER 6 . - RATED SHEATHING APPLIED AT RIGHT PORTION OF ASSEMBLIES APPROPRIATELY. OGLES TO JOISTS OR TRUSSES. 4. FIREPLACE COMBUSTION AIR SHALL NOT BE DRAWN FROM • , FOR WOOD FRONTING.THE CEILING GARAGE 6 CLEANOUT SHALL NOT BE IN GARAGE. EXTERIOR SIDING - - .MATERIAL PROVIDES THE CH•E FLOUR FIRE RESISTANCE PROTECTION. S SEE DRAWING 94 FOR NOTES AM ASSEMBLY DETAILS. ' _ - fi SCREWS MAY BE IEN TH HEAD FOR DIMENSION. NAILS. . ONE FOR ONE. WHEN THE MEAD DIMENSION.LE1-GTML - OF TH,SCREWS ARE EOURL TO OR LARGER THAN THE SHEATHING - NAILS USED IN THE TESTED ASSEMBLIES. SPACING OF FASTENINGS SELL BE SAME OR LESS. S.8-TYPE x GYPSUM TYPE X Gyp.OR S/B-TYPE X GYPSUM BOARD ' 7. tJ156 WALL SYSTEM TESTED FROM INTERIOR FACE OLT, A5 B OPTION.WHEN TYPE X GYP.Ba ART BE USED WHEN 7q6-MIN L OB SHEATHING IS USED AS CLADDING WHERE WITS ABUT - - . PERIMETER JOISTS 2 LAYERS_5M TYPE X GYPSUM WALLBOARD J -WOOD TRUSSES OR WOW JOISTS s 24-DL MAX. FASTENING REQUIREMENTS .. A-LOS&LOAD WAyRING SEE NOTE •1O GR FILE No. FCS406 ='1 HOUR FLOOR/CETI TNG RSSEMB Y WAINTTER WOE: T LATER s.tf TYPE x GYP.BD.OR 1 HOUR WALL ASSEMBLY WMDS - - _ - - WATER RESISTANT LATER BD,OR VENEER BASE i>F4tTE0 SEE FASTENING REDUIREMENT5 - .. = - - PMR:LEL-TO-2-4-5TUD5:'IG-OL WITH-6d-COATED NAILS NOTE:ONLY R LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE-RATED ASSEMBLY, �„ 17/Ir LONG.OD91S'DIAL S Afr_1/4-HEADS.7-Or- WALL- .WALL BOARD,AIMS COVERED WITH TAPE AD JOINT COMPOUND.NAIL HEADS COVERED WITH JOINT COMPOUND. - .EXTERIOR SIDE:7qS"THICK-41r WIDE RATED BERTHING. ExPOSBE.I...PLYHOOD.OR OSB.INSTALLED.WITM LONG DIMENSION OF BEET OR FACE GRAIN OF PLYWOOD - G8g9GE D I I TN, CPgCF .. PARALLEL OR PERPENDICULAR TO STLM MOUZONTAL JOINTS BACKED WITH NUM.2.4 WO BLOCKING.ATTACHED SEATHINO - _ OD TO STUD5 ON EXT.510E OF WALL WITH 6d COATED BOX NAILS SPROED S'OC.PERIMETER AND 12-Or-FIELD, AS TYPE x GYPSUM 9EA7HINO OR S/4'TYPE%GYPSUM BOARD - TAPLES H MNG EQUAL OR GREATER WITHDRAWAL AND M 13 OPTION.SArWHEN TYPE%GYP.80. - - - LATERAL RESISTANCE STRENGTH MAY lE SUBSTITUTED FOR MAY BE USED NEHI 7q6-MIN ^"�` _ OB SHEATHING I5 USED AS CLFDDINO - - THE RI COATED S NAILS[EXTERIOR SHEATHING ACCORDANCE . WHERE LOWS FHIT - - EXTERIOR SIDINGS SHALL I INSTALLED IN 1DCORD� . - - - WITH:THE.:MANAEACTURERS INSTALLATION INSTRUCTIONS • - - B-WPB10S-LORD BEARING PERIMETER JOISTS .- - .. - - - YPE X GYP 90.OR WATER INTERI RESISTANTBACKER BOARD OR SIDE:ONE LATER SAr TOR VENEER BASE APPLIED 'PARALLEL WITH OR AT RIGHT ANGLES TO 2.4 WOOD 5TUM - - OB :. - 1WIITHEADS.COATED L 7 S S I /ff BONG.OD31- . . . -FIRE RATED ASSEMBLIES ARE NOT REOUIREO - - .EXTERIOR 1SIDE:ONE?RYE 5/B-TYPE%GYPSUn IN N.1 1F UNIT 1S BUILT TO CABO OTFDC " - - BERTHING.48'WIDE.APPLIED PARALLEL TO STUDS WITH . - •GA FILE PNm FC5406 WITH NO AMENDMENTS - GALV.ROOFING NTn S 1 3/4-LO•G.MI2OJ SATK.7qE FIRE RATED FLR/CLG ASSEMBLY OR 1/2-H-FM 7-aC IN FIELD. 4-Or-PERIMETER JOINTS OF GYPSUM.BERTHING MAY BE LEFT UNTREATED, . - WALLBOARD AND SHEATHING NRILm TO TOP AND BOTTOM PLATES AT 7.O.C. EXTERIOR CLADDING TO BE ATTACHED THROUQA SERTMNG TO STUDS 1 HOUR GARAGE/TENANT SEPARRTTON WR FIRE�ATEo WaLL.NO Gem a x s.e TYPE x GYP"WALLBOARD APPLIED IG WINDOWS THRU ASSEMBLY •FIRE RATED ASSEMBLIES ARE NOT REOUIREO GA FILE N.LSD L540 FC5406 AT RIGHT ANGLES TO WOOD JOISTS 24-D.C.WITH . IN N1 IF UNIT 15 BUILT TO CRBO OTFDC FIRE RATED FLOOR/CEILING ASSEMBLY TYPE S DRYWALL SCREWS 24-aC FACE LAYER .WITH NO AMENDMENTS SEE DRAWING 9. A5/r TYPE T RIGHT X GYPSUM O.ALLB THROUGH R VENiE LATER APPLIED . -. WITH SEE FIRE RATED HD_L� - - - 1 7/S TYPE 5 DRYWALL SCREWS Ir=AT JOINTS AND SEE SHT 9c_2 FOR DETAILS INTERMEDIATE JOISTS. FACE LATER.AIMS OFFSET 24- •THESE A55ENSEfES ARE REWIRED IN NEW JERSEY LOSS FIRE RATED WALL SUPPORTING 1S71f1N1P FROM BASE LATER JOINTS.1 1/2-TYPE G DRYWALL SCREWS FLOOR/CEILING ASSEMBLY WHEN THE ROOF PITCH IS EWI AND HABITABLE PLACED 2'BANK ON EITHER SIDE OF FACE LATER ENO SPACE ABOVE THE GARAGE. - GA FILE Na WFMID JOINTS,12.O.C. CEILING PROVIDES ONE HOUR FIRE -FIRE RATED WALL RESISTANCE PROTECTION FOR WOOD FRRMINL .NFW A'RSFY - NO WINDOWS THRU ASSEMBLY 0-U341-LOAD BEARING - ONE RATER O.5/8-TYPE X GYPSUM WAJ..BOAD APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO 2.4 WOOD.STUDS- 24'O.C.MAX WITH Aid CEMENT CORTEO NAILS,17/P LOW'..OD91S-SiANX Om AND 1/4-DIA HEAD.T OL. NON CDABUSTIBE FLOM ATYPJ PERIMETER AND FrElA RS AN ALTERNATE.ND.B 810.E - HEAL DRYWALL SCREWS.1 7/B'LONG MAY BE SUBSTITUTED. ''- - _J - FIRE RATED ASSEMBLIES ARE NOT REQUIRED - WALLBOARD JOINTS SHALL BE COVERED WITH TAPE AND . - - IN ki I UNIT IS BUILT TO CARD OTFDC W n•25 Y - JOINT COMPOUND.NAIL HEADS SHALL BE COVERED WITH _ JOINT COMPOUND. 3 1?MAX THICKNESS OF GLASS . - OR MINERAL FIBER BATT.INSULATION I5 OPTIONAL. CROSS BRACING REOIIRED AT MIDiEIGHT. _•.. FIRE RATED FLR/CLG ASSEMBLY y WINDOWS WPBIDS .. FIRE RATED WELL.NO - - - - WINDOWS THRU ASSEMBLY - - - - �^ - PEE "FIRE RATED WALL-> APPROVED. Cld . 'SEE 9`IT 9c_2 FOR DETAILS - r [� . - -THESE ASSEMBLIES ARE REOUIRED IN NEW JERSEY - P ' GOAR - .. _ WHEN THE ROOF PITCH IS 12/12 AND HABITABLE . . ..SPACE ABOVE THE GARAGE. - - ... - MAR 2 2 2004 S.B-TYPE X GYP.WALLBOARD - -OVER 2d STIAS s 24-OL - - ! p� �+ �'t EFFECTIVELY FIRESTOPPED .. - - - APPROVAL UMlTE6 To Ix1 FILE ND.WP3510 -FIRE RATED ASSEMBLIES ARE NOT REUIREO HEYDAY BUILT PORTION IN NJ IF UNIT IS. WITH NO AMENDMENTS LT TO CABO DTFOC - MRSTER SERIES . - 1.OR 2 STORIES . FILE Ne-F 0S FIRE C54 GARAGE"FIRE RATED ASSEMBLIES RATED FLR/cic AT55Entir SITE INSTALLED BUILDER AL BY � LED ' /—GFL NEW JERSEY FLOOR ---- -----' -----.- ` .MUNCY HOMES, INC. . 3/4 HR.MIN'WALLS'SUPPORTING- �REFD 3S10 FLOOR/CEILING ASSEMBLY a.HR.-NA � LL. _ - _ - - � - � � - � 1567 PA ROUTE- 442 EAST RU RSSYMUNCY. PA 17756 BT.B_OR - . 1 HOUR INTERIOR LORDBERRING RRTFD BSSFM RI Y AND TWO r DORY eASEnENr OR,CELLAR ORN BY' DATE I SCALE REV. HT. N0. P�IEW -A R4F7 DATABASE NAME 09 DJG Fi 14 93 NTS 10 1 2002 9c_1 . r - NOTES - - 1. MOISTURE RESISTANT FIRE RATED EXTERIOR G7PSlY1 _ - SHALL BE USED ON EXTERIOR SIDE Od£RE RPPLICABLE1 1 HOUR FLOOR/CEILING ASSEMBLY: - - 2. DOOR FROM A.GARAGE SAL NOT OPEN INTO A L539 OR L540 - - - SLEEPING SPACE. SEE DRAWING 9.FOR DETAILS MANUFACTURER SILL DETERMINE FROM THE OWNER 6 I . RATED SHEATHING APPLIED AT RIGHT SITE wm HFe_LOCATION OF GARAGE 6 BUILD FACTORY ANGLES TO JOISTS OR TRUSSES PORTION OF ASSEMBLIES APPROPRIATELY. 4. FIREPLACE COMBUSTION AIR SHALL NOT BE DRAWN FROM. FOR WOOD FRAMING.THE CEILING GARAGE 6 CLEANOW SHALL NOT BE IN GA3YGE. MATERIAL PROVIDES THE ONE.HOUR FIRE S. SEE DRAWING 9e FOR NOTES AND ASSEMBLY DETAILS - RESISTANCE PROTECTION. .. S. SKEWS MAY BE SUN THE PRESCRIBED FOR PRESCD NAILS. NE.ONE FOR O WHEN HEAD DI AG LENGTH. .NI LARGER RL THE SCREWS ARE EOL A 0R LIES. RiR TH THE . - NA ASSEMBLIES. NAILS USED IN THE TESTED SEKIBLIES ., SPACING OF FASTENINGS SKILL BE.SAME OR LESS 7. U355 WALL SYSTEM TESTED FROM INTERIOR FACE ONLY. ... 1 HOUR WALL ASSEMBLY U395 _ . . .. .. SEE FASTENING REOUIREMENTS ALTERNATE 1 HOUR FLOOR/CEILING.F55EMB.T. FXTFRTOR GTi2RG - FT SID BASED ON FC54W - 2 LITERS 5/B'TYPE X GYPSUM WALLBOARD�. . t SHEATHING - WOOD TRUSSES OR WOOD JOISTS-s 24"OL MAx. - FASTENING REQUIREMENTS EXTERIOR SIDING 5/8-TYPE X GYPSUM BOARD - _ ' _ A- U356 LOAD SEARING-SEE NOTE •lO GR FILE No. FC5406 1 HOUR FLOOR/CEILING RSSEMBLY INTERIOR SIDE:A(T T B LAYER .e'TYPE x GYP.BO OR WATER RESISTANT BACKER D OR VENEER BASE APPLIED . _ PARALLEL T0.2.4 STUDS..16"OL WITH 6d COATED NAILS NOTE ONLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED ASSEMB_T. 1 7/8'LONG.DD91S OIR.SHRANK.1/4"HEADS.7 QC . .PERIMETER JOISTS - - - �. - WALL SOARD JOINT COMPOUND.NAIL I FENDS COVERED WITH JOINT NTS COVERED WITH TAPE�COMPOUND. - . EXTERIOR SIDE:7/1DP TH=46'WIDE RATED SHEATHING. - EXPOSURE 1.PLYWOOD OR OSB.INSTALLED WITH LONG - - DIMENSION OF SHEET-OR-FACE GRAIN'OF AlriK000 . - PARALLEL OR PERPENDICULAR TO STUDS HORIZONTR . FIREFRATEO.FILE Nm FLR/CLG ASSEMIi7 JOINTS BACKED WITH NOM 2.4 WOOD BLOCKING.ATTACHED . .. TO STUDS ON ENT.SIDE OF WALL WITH 6d COATED BOX . - - - NAILS SPACED S OL PERIMETER AND IT O.0 FIELD. TALES HAVING EOJAL'CR GREATER WITH CRl*j L AND :.-FIRE RATED ASSEMB_ff5 ARE NOT - LITERAL RESISTANCE SIRE TM MAT BE SUBSTITUTED FOR r1w f r REORED E NJ IF WIT IS BUILT TO THE 6d COATED BOX NAILS(EXTERIOR SHEATHING ONLY1 CABO OTFDC WIND AMENDMENTS - EXTERIOR SIDINGS SHALL BE INSTALLED IN ACCORDANCE 1 HOUR EXTERIOR LOADBERRING RATED RSSEMBLY WITH THE MANUFACTURERS INSTA.LATION,INSTRUCTIOW. SIDE:ONE LAYER SM TYPE X GYP SO.OR FIRE RA T 7 - - NTERIOR WATER REST BICKER BOARD ORM DEER BASE APPLIED 8 FIRE WALL.NO 1 - EXTERIOR NON-LOAOBEARING WALL WINDOWS �� PARALLEL WITH OR AT'RIGHrt S 2.4 WOO STUM . - 24"OL.WITH 6d COATED NAILS 1 71W LONG.00915- EXTERI _ -. ... TYPE X f;t.. � EXTERIOR 'ONE LAYER SIR' - .. 9ERTMING.48F WIRE,APPLIED PARALLEL TO STUDS WITH . - - - GALV.ROOFING NAILS.1 314-LONG.0.120-S RW_746' . EXTERIOR LOADBEARING+RATED ASSEMBLY - u OR 1/ 'HEADS.7 O.C.IN FIELD.4.OC.PERIMETER . SUPPORTING FLRALG ASSEMBLY SMALL - .. .DINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. . BE U 355. INTERIOR LOADBEARRING RATED WALLBOARD AND SEAWNG NAILED TO TOP AND BOTTOM AL3EMBLY SMALL BE U341. - RATES AT 7'OC. EXTERIOR CLADDING TO IE ATTACHED I HOUR FLOCR/GEILING ASSEMBLY. - _ - TWa7UGH SHEATHING TO STUDS . .SEE DRAWING L09 OR 09.FOR DETAILS . _ - -THESE ASSEMBLIES ARE REOUIRED IN NEW JERSEY - - CBASE LITER 5/Ir TYPE X GYPSUM AKLLBOAtD APPLIED . - WHEN THE ROOF PITCH IS 12112 AND HABITABLE AT RIGHT ANGLES TO WDOO JOISTS 24'O' WITH . - - - SPACE ABOVE THE GARAGE, ., TYPE S DRYWALL SCREWS 24'OP_ FACE LATER - SAr TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED . - - .NEW IFRSFY AT RIGHT ANGLES TO JOISTS THROUGH BALE LATER WITH - .. - 1 7/6-TYPE S DRYWALL SCREWS 17=AT JOINTS AND - INTERMEDIATE JOISTS FACE LATER JOINTS OFFSET 24-- FROM LATER JOINTS.1 1?TYPE G DRYWALL SCREWS ALTERNATE I HOUR FLOOR/CEILING ASSEMBLY: - - - PLACED 2-BACK ON EITHER SIDE OF FACE LITER END BASED ON FC54M JOINTS .0 12'O CEILING PROVIDES ONE HOUR FIRE _ _ RESISTANCE PROTECTION FOR MOOD FRAMING. 5/!T TYPE X GYPSUM WALLBOARD / D-U 341- LOAD BEARING - OVER 2.4 STUDS s 24'OL f IRE RATED R55EMB_IES IRE NOT - ONE LATER OF S/B'TYPE X GYPSUM WA_L.BOAW APPLIED EFFECTIVELY FIRESTOPFED ' - REOUXEO IN NJ IF UNIT IS BURY - PARALLEL WITH OR AT RIGHT ANGLES TO 2.4 WOW STUB. 1 HOUR WELL ASSEMBLY U341 TO Mr OTFOC W/NO AMENDMENTS LOK' 0.0915"WITH A C CIA. D 1/�4-OIA HEAD.770E .. - Ar PERIMETER AND FIELD.AS AN ALTERNATE.No.6 BUGLE - - - HEAD DRYWALL SCREWS.1 7/9'LOG NWT BE SUBSTITUTED. . WRIBOARD JOINTS SHALL BE COVERED WITH TAPE AND . •- WINDOWS ` - - - .DINT COMPOUND.HAIL HEADS BALL 13E COVERED WITH FIR FILE No.FC5406 • JOINT COMPOt�I 3 1?MARL THICDE55 OF GLASS - - _ FIRE RATED FLR/CLG ASSEMBLY - y OR MINERAL FIBER BRTT INSULATION IS OPTIONAL. BRACING REQUIRED.AT MID-HEIGHT. .wP6105 k - IRE RATED WALL.NO EXTERIORNON-LOAY$pRING WALL TIRE TFRU ASSEMBLY - ••>, - FLOOR N .. -EXTERIOR LOAD13EMNG RATED ASSEMBLY P e SUPPORTING FLRA3_G ASSEMBLY STALL . - - - BE U3SE INTERIOR LOADBEARING RATED - . ASSEMBLY SILL BE U34L - . THE SE ASSEMBLIES ARE REOUIRED IN NEW JERSEY r THE tom. 1 HOUR TNTERIOR LORDBERRING RATED ASSEMBLY WHEN THE ROBE GAR%ITCH s 12/1z AND HABITABLE AB° SPACE OVE . .NEW JFRSFY APPROVED PAS CORP MAR 2 2 2004 .. -FIRE RATED J IF UNIT ARE NOT �GA.FILENm L539.LS40.FC540E FACTORY LIMITED TO REINED IN W IF UNIT IS BUILT FIRE RATED FLOOR CEILING ASSEMBLYSEE FIIVTORY BUILT PORTION - - TO CABO OTFOC w/ND AMENDMENTS FIREDRAWING.T 9s . U13SG FIRE RATED WALL SUPPORTING FL00R.CEILING MRSTER SERIES ' ASSEMBLY.PRT NO WINDOWS INN - - ASSEMBLY .. MST FIOM - - GARAGE FIRE RATED ASSEMBLIES NEW .JERSEY 140N COMBUSTIBLE FLOOR[TYP.1� .1A341.FIRE RATED HALL � - MUNCY HOMES, INC. NO WINDOWS THRU ASSEMBLY 1567 PR ROUTE 442 EAST .NEW. .FRq Y MUNCY.-PA 17756 DRN.BY DATE SCRLE REV. HT. NO. DATABASE NVE REH,, 6.4-99 NTS 10-1-2002 9c_2 D9\9c_2 y i 1 !S l d ^h �. }y.for cc