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HomeMy WebLinkAbout0245 VINEYARD ROAD 81gj r7�y��dled if " 'r � I Y yy r a9 'YA^•,,R L It , 1{IF. t; 11 r u ` • . !f �, a A'�, �� ,� p' a" 'Al. .t „"�Ali 1 rrr �1, aa, y • R fit, ��., t", lit Y J°I r Rit r Ji IIp :.{ „ i! it _ �• I t r R '. • ., , I mot. y � Ih : • I1 ��i IJv�.^�, � �' �qq y f 1 i ` . I •,'Y I. „ it 'j 'R!. 'a „ Yt?s '' Y s '.. � ",I ( rli� f '�' 'R:r,'YI {, ,i!'� �}2� i t I �`� 41 'Af�r a.• I 1 a. v i` . . r � 'I ;l, >j, l��t T t; ,y '!J .0 �' r , '0.r. t 'I' R I•p`4 I.;{ ' l v •": ,� 'y. in.r. I ie ', In d f ftr Y ! / ,!��, .'� Y Y y I i I �1. ,9F! , �4 )r' „� ,',, 'y � ,�e ;'.; YY'4�. dV h i �I� ,:�' R"Rt IJ n� � •YF� Y ,x t , �` ,. .. � ;• .. S J r,rS �.l++ .i "� rye �� t q+ � ,"' Ifs d', ^i f Il�lir ,b J Yr 1 I t G•' IP ' �f '"� I, �� �, �� R,.:,. .�' �, �` , .rl 7 ,>i I I ,e Y �,y � .,'• ,>V�1 � 4 ,� ,yY'. p �,�1 t�J t,:��F". �, I � .e ! :.�1" �I I��ai - � j 1: 'Y: Yi !I .. Ifl' � ! �d�y ��� ,I:, � o .. �4.' 1, I "t ;r, •ti• t}i.� I. q III -• �li t 1 u ,• •, 'Y ,, y' I; '4 � y r I A if ' yl Li 7r ,: J 14 Al ' I d" 4iAil �!� - "f, .� �i r.l" Ix 'f, �, a1 � s ,I r �,yl�, .. ,r tq u Y *�,, .. "•!/ J y�, r, ! sl_ ' �' L II �'r ,Ir ��! � � lu � �• - .. .. .�.Jl '.� , .,� .: :r,a�..6 Y� .. YkYY.' p I" .. sl �•j' 6 r 'aitr r.� 1 ,i. ,I ',:; ,i�f .l; ,,` ,, ::1,ry ,. i '(", I � INllgn � " :,,L �, r•,. • {� Ile ,r - In: i I' I Y ¢ t y7 ` r a.' r t� li �h .,r .. „�'.�� [°r {�.. �. n � � � � 1 ., a e f � !, wt.. � � . ,. I � '' .' f •y. �i��,r �' h z ; r. � ;a•.. t. a rl rH , � �.. t ,. to TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 15 Parcel 8­5 jc 7 f Permit# 67363 co Health Division 9s �1 �C �. � �p 3�-30)0 Date Issued 'y1,V/OI Conservation Division l; J D 313-0 0f 16P)°ZlZ/llO she '7f-5 iel°e4) Fee Tax Collector 6,6 th%l Treasurer �) SEPTIC °/ TEM RAUST EfI. Planning Dept , ,��p�,u..- s -�vsaN ^�y9 ' .L I G®MPLBA CE tit"� ��� WITH TITLE 5 Date Definitive Plan Approved b Planning Board y Pp Y g L 431VIVIRONFAENTAL CODE AND A Historic.-OKH P fse ation/Hyannis s G-✓�` ` �t' Project Street Addressrzvb Vine and Road DD , —I—MU Village Cotuit -Z } �,'__` t Owner Rdlph & Margaret Keuler Address 801 Nw 175Shoreline i n WA 98177 Telephone 266-54:2-6467 Permit Request Building Permit for single family dwelling (CON561A/141_10N Coal ZMA'rT To �e A,fY,6E1Ze5 Af /05' Ro•N wetG4N�o/1~o C ttiPi/v� 6�Yo�v:a cuoRl� /ixrr tf/✓f�io�-f CoivsPP Boyd ,/JAA!2QVih4 CALL CoNseR 7-)oN 47-8,62- "0�3 k--14nRe C(-eAR1;v6- tnR VC-rloN ) Square feet: 1 st floor: existing proposed 12 8 8 2nd floor: existing proposed 12 8 8 Total new 2576 Valuation(` ('(Oo Zoning District RF Flood Plain Groundwater Overlay Construction Type Modular (wood frame) ' Lot Size 3. 47 Acres Grandfathered: ❑Yes X) No If yes, attach supporting documentation. Dwelling Type: Single Family ZK Two Family ❑ Multi-Family(#units) Age of Existing Structure none Historic House: ❑Yes .)tiNo On Old King's Highway: ❑Yes Flo Basement Type: ®full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 288 Number of Baths: Full: existing new 3 Half: existing new 0 Number of Bedrooms: existing new 6 Total Room Count(not including baths): existing new 10 First Floor Room Count 5 Heat Type and Fuel: ❑Gas W)Oil ❑ Electric ❑Other Central Air: ❑Yes LI.No Fireplaces: Existing New_o Existing wood/coal stove: ❑Yes M.No Detached garage:❑existing ❑new size n/a Pool:❑existing ❑new size n/a Barn:❑existing ❑new size n/a Attached garage:❑existing ❑new size r_ a Shed: ❑existing ❑new size n/a Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Don Shulman/Pros. RDA Inc. Telephone Number 508-888-4212 Address 298 Route 130 License# CS051170 (copy attached) Sandwich, MA 02563 Home Improvement Contractor# Worker's Compensation# w—0 31 1 9 7—0 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a site off cape SIGNATUR � "" DATE a - FOR OFFICIAL USE ONLY, PERMIT NO. zz 4 DATE ISSUED MAP/PARCEL NO.. ADDRESS VILLAGE 2 OWNER DATE OF INSPECTION ! " , FOUNDATION u(6(ww� FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGHr a,r z FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • • [v p . .• �' ,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 15 Parcel 8-5 # <303 'Health Division Paj 16) �2-, �.QQjua -p.>,P � 3� �o Date Issued Z/,/s34/0/ Conservation Division ,/`r. � 1-�Q�� P-,1$ 21z110 '-AES Feeo, Tax Collector Treasurer Planning Dept. A i a (OA A,_.'A/ P Date Definitive Plan Approved by Planning_Board �" n Historic-OKH /Pre'seGrvation/Hyannis f•' �f�/inn � I��f Project,Street Address AY Vineyard Road Village Cotuit 1-3 pv' V Owner* '"- a1 ph & MaRaaret Keuler Address 801 ',ova 175barPtine wA 9177 Telephone 20yp6� 1�W-6467 {. Permit Request u/ildi.nq Perin for s nul.e family dwel.li ar (CoNSPRP/ o N 6i/o�iE L/in i7` To Ae sfq/red�T/oa 1 F/'u�r r rT Aic�.b• S11644 11/11 F�'ivc fliita �i�yf fjL�3 Af /05 FRO.ti �''�'7`G4Nn•No C �fR�N6 GeYa"b cu0 41, T G/it�ov s6 �{rianl Aaa�Iit� . CA41- Cclysno[/.4TON A7-�'��- Y�ja k-6!)R e CC -f�R QWS7-2V�oN.� Square feet: 1st floor: existing proposed '11 288 2nd floor: existing. proposed 1288 Total new 2576 Valuationt�� b WO _'Zoning District R 'I Flood Plain 7G1Gjroundwater Overlay Constr cti6h,Type Modular (wood frame) ,•Lot Size * --3.47 Tics es Grandfathered: ❑Yes` -'O No If yes, attach supporting documentation. Dw Il�ng Type: Single Family OK Two Family ❑ Multi-Family(#units) Age/of Existing Structure none Historic House: ❑Yes D.No On Old'King's Highway: ❑Yes .O�'No Basement Type: O:Full ❑Crawl ❑Walkout U.Other Basement Finished Area(sq.ft.) k: ' 'Basement Unfinished Area(sq.ft) 1288 A ., � Number of Baths: Full: existing new 3 Half: existing new 0 Number of Bedrooms: existing new 6 . Total Room Count(not including baths): existing new 11), First Floor Room Count 5 Heat Type and Fuel: ❑Gas n;Oil O Electric ❑Other Central Air: ❑Yes O7Ro Fireplaces: Existing:.r t- New 0 Existing wood/coal stove: Cl Yes O'No r`-C.. Detached garage:❑existing ❑new size n/a Pool:,❑existing ❑new size n/a Barn:❑existing ❑new size n/a Attached garage:q existing ❑new size n/a Shed:❑existing ❑new;size ix/,a. Other: - Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - q BUILDER INFORMATION Name Don Shulman/Prey. RSA Inc. Telephone Number 508-888-4212 Address 298 Route 130 License# CS05 1 70 (copv attached) sandwich, MA 02563 Home lmprovement Contractor# N- } ti,. , F < • < , Worker's Compensation# w-031 1 97-02 +` �, c ` ;aa ,•� 1-site off cape ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL B'E TAKEN TO SIGNATURE `�- '- � L � �, DATE -S 2K 0/ FOR OFFICIAL USE ONLY ' z• J PERMIT NO. DATE ISSUED MAP/PARCEL NO. _ ADDRESS VILLAGE OWNER " f DATE OF INSPECTION: FOUNDATION FRAME INSULATION T FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f Keeler-Vineyard Rd Cotuit, MA ESTIMA TED PROJECT COST WORKSMEET LIVING SPACE Value (high end construction) a L square feet X$115/sq. foot (above average construction) square feet X$96/sq. foot= (average construction) ;4-r5Z6 square feet X$57/sq. foot= 14 6, GARAGE (UNFINISHED) square feet X.$25/sq. foot= PORCH 1 9 6 square feet X$20/sq. foot= 3, 920. 00 DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot Total Estimated Project Value —, 752- oo� 16 0 ► V . � The Commonwealth of Massachusetts 62� Department of Industrial Accidents ` Office of/nYesd412#917S 600 Washington Street -= r Boston,Mass. 02111 �. ' Workers' Compensation Insurance Affidavit namc7 Ralph & Margaret Keuler location: Lot 8-5 Vineyard Rd L 206-542-6467 cityCotuit MA I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacityNezzm— I am an employer providing workers'compensation for my employees working on this job. com an name: addresa- city h ne#: in prance I am a sole proprietor, eneral con�ionpolices: or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensa Don Shulman RDA Inc. , d/b/a Realty Development Associates c address: 298 Route 130 Sandwich MA h tie#• ( 508) 888-4212 city: . insurance co Freemont Insurance Co policy# W - 0 31 1 9-7-0 2. See Attached company n m add e : city: - - Policy# in ur n —i�ir"=ra"iR.�ft6}�� i�i�[•.TTJt�ifl9f�' .� n of criminal penalties of a tine up to ai w0�� IS! 5.1Id9'il'i�sd'fH 7 T�sati+ws+++��► Failure to secure coverage as required under Section 25A of\1GL 152 can lead to the impositiotin and/or one years' imprisonment as well as civil penalties in the form of a STOP 1VORK ORDER and a fine of SIomo a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Date X 6 S i gn ature�_Z Printnarne Don Shulman, Pres. RDA Inc. Phone# ( 508) 888-4212 official use only do not write in this area to be completed by city or town official permiUlicense# f 1Building Department city or town: ❑Licensing Baard Selectmen's Officc check if immediate response is required Health Department phone fit; -Other contact person: (r-i,.d 3/95 PIA) CONTRACTOR'S INSURANCE INFORMATION GAF Engineering Ronald M.Burgo Drywaller P O Box 953 Marion, MA 02738 47 Tremont St S Dartmouth, MA (508) 748-0252 (508) 990-0570 Engineers Liability #PRE006155452 Zurich Commercial #SCP31758551. Site Prep Inc. Seabreeze Services P O Box 1207 Lakeville, MA P O Box 785 19 Depot Rd Cataume't,MA (508) 947-0555 (508) 563-6261 CGU #WCO 31168-01 Pawtucket Mutual Insurance Cpp00020763400 Cardoso's Concrete Foundations Gutter Pro Enterprises 12 White Street Acushnet,MA P O Box 1197 Plymouth, MA (508) 998-8210 (508) 746-0400 Worcester Insurance Co. #WC 811509 Guard Insurance Group GUWC140953 Marc Auditore dba A&W Plumbing J&R Precast Inc. 285 Palin St Apt #306 Brockton MA 16 County Street Berkley,MA (508) 897-0990 (508) 822-3311 Maryland Casualty #SCP34129461 C N A Insurance WCC133820940 Timothy Tibbals dba Tibbals Electrical Thomas Cheney TNT Insulation 32 Country Club Blvd N Dartmouth, MA 147 Park Avenue E Wareham, MA (508) 994-5901 (508) 295-1136 Travelers Insurance 6KUB655X533 Fulcrum Insurance CP1001220R1 Fred's Landscaping&Irrigation 103 N Leyeden Street Brockton,MA (508) 586-6901 Farm Family Casualty #2012X0109 Don Shulman/Realty Development Assoc. I ~ E OF DATE(MM/DDNY) FPRODUER '� L B L 02/14/01 ROGERS & GRAY INS. AGENCY, INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 434 ROUTE 134 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. O. BOX 1601 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR SOUTH DENNIS MA 02660.1601 INSU INSURERS AFFORDING COVERAGE RED B. INSURER A FREMONT COMPENSATION INS. Donald B R.D.A. Inc.Shulman INSURER B: COMMERCIAL UNION INS. CO. 298 Route 130 INSURER C: Sandwich MA 02563 INSURER D: INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH -P-0U IES eGG GATE r r�ntT�0W INSR TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER LIMITS B GENERAL LIABILITY x CBLW28823 12/O1/00 12/O1/O1 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY CLAIMS MADE �OCCUR FIRE DAMAGE(Any one fire) $ 300,000 MED EXP(Any oneperson) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY LOG AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMB $ ALL OWNED AUTOS (Ea accident) SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS N-OWNED AUTOS BODILY INJURY $ NO (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE IS $ DEDUCTIBLE RE7EN710N $ $ WORKERS COMPENSATION AND WC STATU- $ p _ A EMPLOYERS'LIABILITY W03119702 06/11/00 06/11/01 E.L.EACH ACCIDENT Is 100 r 000 E.L.DISEASE-EA EMPLOYEE $ 500000 OTHER E.L.DISEASE-POLICY LIMIT IS 100,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTSPECIAL PROVISIONS ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPOJJ 7NE INSURE( f►S AGENTS OR REPRESEfJ ANfi 'n AUTHORIZED REPRESENTAS7)�I - F, ACORD 25-S (7/97) O ACORD CORPORATION 1988 003 ��u ��>ry�3vrrw%ru,�na��z a�✓v� cu;�iu,��,C14 I BOARD OF BUILDING REGULATIONS ;¢ License: CONSTRUCTION SUPERVISOR b Number: CS 051170 B i rthdate: 09/10/1952 xa" Expires: 09/10/2002 Tr. no: 2347 Restricted To: 00 DONALD B SHULMAN 298 ROUTE 130 SANDWICH, MA 02563 Administrator . J r.sr•M..cti.rw,yl�a1.J•ati.��. . *wy .r.°'. R7S .x"•..-p.:.Tk a`:.cax:u;: v.r.�._.TZ,:?'bT`,r„t..;..;*3..n. ;:'srle+yr�.w,-('—•m .-.t .,, n ...s_.+..T.rh•+ar•+y`*we'''-Ski-6/i,satl..�.n.°.,.w�,.r,_...-+.w•r�rti `oF1Her,,i��• The Town of Barnstable SAE. Department of Health Safety and Environmental Services MASS. ta39' �0 ° Building Division . 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection.Correction Notice Type of Inspection ''/l -/ Location yz- /114 a Permit Number S3 D.3kl" Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: loui V\ 14AIM5 ;fA6 box A4�-, Please call: 508-862-4038 for re-inspection. _ Inspected by I—MIT, Date 1 1 � s Town of Barnstable BU11d1i1 t Post This Card SowThat it is Visible From the Street-Approved Plans Must be Retained on-Job and this Card Must be Kept" en�isr�rnece 'r^ ;Posted Until Final Inspection Has Been Made. Permit t639. ` jll s Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been-made. �� - - _ -- - Permit NO. B-19-80 Applicant Name: Neal Holmgren Approvals Date Issued: 01/16/2019 Current Use: Structure Permit Type: Building-Solar Panel- Residential Expiration Date: 07/16/2019 Foundation: Location: 245 VINEYARD ROAD,COTUIT Map/Lot 015 008 005 Zoning District: RF Sheathing: Contractor Name`"-..NEAL F HOLMGREN Framing: 1 Owner on Record: ORCATUIT LLC � � g� Address: 801 NW 175TH STREET z Contractor License CS=088921 2 SHORELINE,WA 98177 Est Project Cost: $.25,344.00 Chimney: Description: Installation of 24 Panasonic 330 watt solar modules to be flush ,", Permit Fee: $ 179.25 ! Insulation: mounted on existing roof plane. 7.92kw 360sgft I Fee Paid:t $179.25 Project Review Req: i Date. '' 1/16/2019 Final: Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siic months"after issuance. All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Final Gas: i nstructures' shall be in com fiance with the local zoning by-laws and codes. All construction,alterations and changes of.use of an building and g Y gP g Y This permit shall be displayed in a location clearly visible from access street orrroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing "` "• ..'. m ,"_. 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. Final: Work shall not proceed until the Inspector has approved the various stages of construction: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).. Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application number Fee .................................................... AKIASSIL Building Inspectors ..........(.0.............. 1.0► 1\10 tiN ti IU SA B L F Date Issued............... 1..�...��..1 �. Map/Parcel............0.15......� �� Q J ....... ..................... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: Wft oC NUMBER CXntEET VILLAGE�-,/� -p Owner's Name: `Phone Number Z-6 �e5(9- 0 �� Email Address: Cell Phone Number 00 Project cost$ Check one e ' Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK Q Siding 0 Windows (no header change)# ❑ Insulation/Weatherization O,PSoors (no header change)# Commercial Doors require an inspector's review Roof(not applying more than 1 laye of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's named Home Improvement Contractors Registration(if applicable)# lZ� 7Z� (attach copy) Construction Supervisor's License# CS' /// 3 0,S- (attach copy) C�.1 ��D• GOB � ^/ a Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s) will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No___,if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4.30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. I �r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information f^ Please Print Legibly Name(Business/Organization/Individual):1, �/t—Y Address: zo City/State/Zip: �� �lc�lS Phone 4: Are y an employer?Check the appropriate bog: Type of project(required): 1.Are a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' t [No workers'comp.insurance . comp.insurance.: 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their ME]Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. .tContrectors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolky and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: S_' C�IJ �/U 7 ()ff Expiration Date: Job Site Address:--of V m U` �l' City/State/Zip: �I ' Attach a copy of the workers' compensatio 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' ce coverage verification. I do hereby certify der th and penalties of perjury that the information provided a ve is tru and correct signature: Dater` Phone#: ®^l ?.Z 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): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an 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 t ustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or pe rmit to operate a business or to construct'buildings in the commonwealth for any with the insurance coveta a required." evidence of compliancefiance w< g q applicant who has not produced acceptable vi p Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to-your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cagy workers' compensation insurance. If an I.LC 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 ffim rance 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 ;'Fvr. orn ram-r;rP A tr%nhtain a workers' Industrial Accidents. ShorJd you nave airy`uue5uU: U6� g J -- 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 event the Office of Investigations has to contact you regarding the applicant. of the affidavit for you to fill out in the ev Please be sure to fill in the petmit/license number which will be used as a reference number. In addition, an applicant that,must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or ' town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: The CommonweaM of Massachusetts Department of Ladustdat Accidents Office of Investigations 600 Wasbington Street Rosbn,ILIA f 2111 Tel,#617-727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 4-24-07 WM=,g0V/CUa Commonwealth of Massachusetts Division of Professional Licensure . Board of Building Regulations and Standards Construction'Supervisor CS-111305 Expires: 06/01/20; ANDRE YARMALOVICH = "' 204 CINDERELLO TERRACE MARSTONS MILLS MA 02648 • Vie. ( ,�,� Commissioner v - ���e�o�n�uo�rueall�o�r'�lauac�uae� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CQRT�76R TYPE:InclMd Registration Expiration 172476 07/01/2020 ' ANDREI YARMALOUICH DB/A BEL ISLANDS HOME IM MENT ANDREI YARMALOVICH 204 CINDERELLA TER. MARSTONS MILLS,MA 02648 Undersecretar M A ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDMNY)4/3/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER BRYDEN & SULLIVAN INS NAME: 88 FALMOUTH RD PHONE FAX AIC No Ext' A/C No: HYANNIS, MA 02601 E-MAIL ADDRESS: INSURER 5 AFFORDING COVERAGE NAIC p INSURER A: LM Insurance Corporation 33600 INSURED INSURER B: BEL ISLANDS HOME IMPROVEMENT LLC 204 CINDERELLA TERRACE INSURER C: MARSTONS MILLS MA 02648 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 41181950 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS UERHI-ICAIE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDffYYYY MM POLICY EFF POLICY EXP LTR /DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ �1 DAMAGE CLAIMS-MADE u OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL B ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY❑PRO ❑LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ T__ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DIEDRETENTION$ $ A WORKERS COMPENSATION WC5-31S-615667-018 2/11/2018 2/11/2019 ,/ STATUTE EERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $500000 OFFICER/ME MBE REXCLUDED? ❑N N11 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$500000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) WORKERS COMPENSATION INSURANCE COVERAGE APPLIES ONLY TO THE WORKERS COMPENSATION LAWS OF THE STATE OF MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION PHIL RYAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 7 HARBOR FARMS RD ACCORDANCE WITH THE POLICY PROVISIONS. EAST FALMOUTH MA 02536 AUTHORIZED REPRESENTATIVE /r Jon Smith t -- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 41181950 1 1-615667 1 18-19 WC 1 n0254981 1 4/3/2016 2:10:)9 PH (EDT) I Page 1 of 1 /VV * Pool\ Estimate E IsL NDS T1I9/2 Home Improvement018 792 Bel Islands Home Improvement 204 Cinderella Terrace ' IVSarstons Mills, a,02648Aim 245 Vineyard Rd Belislandsroofingand.siding.com Cotuit,MA, 508-280-1794 508-364-6909 r Terms Project 4 Bel Islands Home Improvement ROOFING PROPOSAL- 7,500.00 7,500.00 ,labor/materials( architect shingles)-Whole house BEL Islands Home Improvement hereby propose to perform the following services in a neat professional manner in accordance with manufacturers specifications and local building, code Strip existing roof shingles(I'layers of shingles)and remove all debris.Anymore layers of roofing needed to be stripped-it will be additional charge. Supply and install: New Shingles Certainties Ar.,1&eeUxJ Landmark Pro shingles with lifetime warranty,10 years Algae Resistant, 110 MPH Wind Warranty,270 Lbs weight/square-(Every shingle will be nailed by the code with 6 nails-storm nailing system) Supply and install: 8"Aluminum Drip Edge Supply and install: Certainties ice and water shield.to eves,valleys,rakes,and skylights and low pitch areas (18"on rakes and skylights and 3 ft on eves and valleys to prevent ice dams) Supply and install Certainties Swift Start-with self-adhering asphalt starter course on all eves and rake edges Supply and install Aluminum&Neoprene Soil Pipz Flashing Supply and Install Synthetic underlayment paper(Rhino) Supply and install Pre-cut Certainties Hip&Ridge shingles and Shingle vent 2 system Total Page 1 - I Estimate A. Home Improvement 7;19PZ018 742 Bel Islands Home.Improvement 204 Cinderella Terrace " Marstons Mills,Ma,02648 Aim=gufr { 245 Vhieyard Rd Selislandsroofingandsiding.com Cotuit,MA. 508-280-1794 508-364-6909 Terms Project +- � aA POSSIBLE EXTRA: Any rotted plywood,trim boards,lead flashing or other carpentry needing replacement will be done and charged for as an extra at rate of$60.00 per hour,plus 15%nark up materials Abel Islands Ham kuprovememt Gm=aw the labor for Lifetime of roof and against Blov�-offs for 15 Years. Abel Islands Horse Improvement:Carries Workman's Compensation and Public Liability Insurance on the above work; certificatc available upon request Permit 250.00 250.00 Dumpscer 550.00 550.00 EX'i3 Cha;ge 0_00 0-03 1.To upgrade Shingles to Premium Grade-$750 72. Install Ice&water shield over entire roof-WO ydo Total S9.300.00 sa 9 ySa� o-c Page 2 Town of Barnstable _ Building s BasirsruBeE ; Post This Card So That it is,Visible;Fromhe t Street Approved Plans Must be Retained,on Job and this Card Must be Kept ' 'Posted Until Final Inspection Has`Been Made: r _ of Occu anc ::is:Re aired such Building sh 639� mm t Where a Certificate p y' q, g all Not be Occupied until a final Inspection has°been made Permit Permit No. B-18-4200 Applicant Name: Carl Rebell'o - ApprovaIs---- Date Issued: 12/28/2018 -'^ Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/28/2019 Foundation: 'Location:�`-245 VINEYARD ROAD,COTUIT Map/.Lot 01vy,5, �0.0,8,0.0.5_ Zoning,District RF Sheathing: e J Rebello Framing: -1 Contractor Nam mCarl Owner on Record: ORCATUIT LLC � � Address: 801"NW 175TH STREET Contractor License CS'-084358 2 SHORELINE,WA 98177 i. '°- Est Project Cost: $.3016.00 Chimney: Description: Insulation &.Air Sealing Permit Fee: $85.00 ' Insulation: � ' S 85:00 Project Review Req`: FeePaid: Final: Date r 12/28/2018 . //// Plumbing/Gas f° Rough Plumbing: . .rs BuildingOfficiat l Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized'by this permit is commenced within six months afterlissuance. 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 and structures shall be in compliance with the local zoning by-laws and'codes. final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Work until the completion of the same. = u x Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this`permit. : .Service: r - Minimum of Five Call Inspections Required for All Construction Work: f, 1.Foundation or Footing `# Rough: - 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage'Rough: 6.Insulation a 7.Final Inspection before Occupancy Low.Voltage final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health ' Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth,in MG.L c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT A.I.M. Mutual A.I.M Mutual Insurance Company rWV�� Massachusetts Employers Insurance Company New Hampshire Employers Insurance Company INSURANCE COMPANIES Associated Employers Insurance Company - CERTIFICATE OF INSURANCE To better service your needs and help you process your request for a Certificate of Insurance for this policy, fax in your request directly or call the following members of our service team. We look forward to helping you process your request promptly and accurately. Certificate of Insurance Fax Request: 1-781-270-5690 Fax anytime, 24 hours/7days Or call us at 1-800-876-2765: Debbie Cox ext. 8740 dcox@aimmutual.com Debbie Gargano ext. 8975 dgargano@aimmutual.com 54 Third Avenue • P.O. Box 4070 • Burlington, MA 01803-0970 •Tel: 781.221.1600/ 800.876.2765 • Fax: 781.270.5599 BRIDGEWATER• BURLINGTON •CONCORD, NH • HOLYOKE• MARLBORO UGH sponsored by Associated Industries of Massachusetts WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500-5006114-2016A PRIOR NO. WCC-500-5006114-2015A ITEM 1. The Insured: Michael Deluga DBA: Village Craft Building&Remodeling Mailing address: 568 Santuit Road FEIN:"-"'"2146 Cotuit, MA 02635 Legal Entity Type: Sole Proprietor Other workplaces not shown above: 2. The policy period is from 12/23/2016 to 12/23/2017 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers' Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,006 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 355380 INTER SEE CLASS CODE SCHEDU E Minimum Premium $500 Total Estimated Annual Premium $3,338 GOV GOV Deposit Premium $877 STATE CLASS MA 5645 State Assessments/Surcharges $2,988.00 x 5.6000% $167 _P. This policy, including all endorsements, is hereby countersigned by 10/26/2016r Authorized Signature Date Service Office: Malcolm& Parsons Insurance Agency Inc 54 Third Avenue P O Box 527 Burlington MA 01803 Stoughton, MA 02072 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. ►�- r �I■/.Win. - ■� .•..■.i! :•to w _I �■.n .•�R n •1 ■• • •••1■.1�w r■1■.tr�f. _t.•1• 1■t n ■ w/tlr • '■■ ■rul a i• +. r_una .n i,u • •:im�■ a "•r ..lR.l. !a i■- r _u•n� In■� .n ..nu _r • fn nil. �• ur: .r ^.n.r./ ■ Y.u ► .s ■ygp■�. : .■t ►■•■ O.Y ... //�R tln _`l.wYn•• ..f .• .■■•1■ • •it G -7• ii■OI • ■r _./' •'• • sales - • n- ill - •./■ �■_r.•�. n ■u aua:� u.�- .n. t■ a nu: i/ : - rl �•.�-ur_■•:. • : •� � �• wm ■•� u i■" _ - • :■1 O t O■ •J ■•%R _..\.MY-►■■L ■1 •in -1 �fln1 • �.tO■ •• tt: ifnn ••��. :•• •V i1- .I ■ • _ •• I ■■ ■•. ■ •n ■• n•1 - ■■..l ua i- .l•:■ ■.t�■Il :■1/ ••.• ..Y/- i•�? �.•/ al tr- • Vtl1-n1 • ■t /- 1 n ■•rl.- ■ :n/-.� 1• anu .• 1 sw ur 1. /• u.nmd■.n► rn r t rt■n n ■_n ••.■. n■ n 1 ■- 6u: ■■•1,- • .n u J •n.• • •n Mall- .urn t�..m ■ u t.I ■. •wrn . ■ .■ gnu ••u /1 • a��u�. ■■ •' .n inn ••r /ti .■-n t:+ • • rn�. i•J - .1 - r .- ■ ..IC -.Y•.: -_" ■ 1 I ■I ■ • • i. / _ -_ •. • :af - 1 ■- ■■ 1 ■■ . .- _■a" . 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CitgfS C��L e dam/ Ph0niD Y1 AVi employer?Checktlti appropriate boor T of ect r I_ l 4. Q I amp a general codmet or and I I Oa { e - employees(fall arrdfo�paz'ff"'e�_* lave •the salt-can 6- ❑New oons5�iun 2.❑ I am a sale prvrietor orpattaw- listed mthe attEiched sheet 7- ❑Remcsdermg slip and have rso employem These sob-c�ss have ❑DemoliEon wcding forme in any capacifg 9- ❑Builffing acl3ifioa [NO wudonw CAa1p_insurance comp.ins=aar e# MFEMd-I 5. ❑ We are a cmpomfiun and its 16-❑Elechical repairs or ad&G s 3-❑I am homeowner daing all tzoda _ officers 1mve exercised ihek 1L 0 I'lnmbingrepaim or adc&dans myself o warrkcets' of g per M(M repaim ; nc� d-]E c.M JIM andwebaveno 1�0Boat employees.[No woAM& 13-E Other cam.im mnce required-] AUapg6 lhstrT�nrYc•bozr1mastalsofille�tLaSgisoabeTaWsirmffigi�eSWO�GES�m¢apP.�,t�+.*paycgi a� anec�w3sasabmftdosaf5dariinag oa=dam,sff�cadcandffiEa]dxeaatad�w�crosamstgMTMm anewSMdxVftmdirxtM5QCML £Mmtactumiffnit cheer tbi5 ll�f I4IISt 31}B�fE�ar[9ddifra�al5 kPY shao[�agthen Of the SII�f-G �7t1 St�E�lfE�6 CgIWt•f�lII5E EQCE�SI]SLG'L' employees.If the A-c�} Imve mplQf2Sy they ffi7S*P—i&flW5 Wadale{Qq•PORU ID�IJEZ -Tam art eviphiar that is praurriirrg tvarkPxs'cant srrtzrm uuzrxagcs jer empfa3neee� $eTiirP is i�Tee prr&cy mui jala sifs €rz,�ornt�ort � • Iss�nce CauapaIg Y�'affie: ��� A kv,e,tr-s r Paficy orf- s Lin_ C CAv l t� as Date: �� Tab T flddre� �L Y C419tdawyl V Att2ch a copy of the workers°.compens 'oapoUcy declaration Page(showing the pAcy number and expaatio4 date). Fatlnm to secure coverage as.requimdnuder SecEon.25A of MGI.a 15 caa lmd to ffie imposition of coal penalises of a free up to$L5aa 0D atWor one-gearimprisostmenk as wen as civil penalties m ffie fora of a STOP WORK€IRDERand a fine, of up to 0 Q a cky abQa nd the violafar. Be adsised tld a copy of this zbkment maybe fl warded to the Of of Iaves4i�of the DIA for insmc=coverage aa. Ida bereby c"X#y Pis �F Y t#ratele inyon xadanp.romided a is 471d correct Phone ik g �I 712 OrwW ass agp Do mt write in tfis area,to Fie catrTWed by cap arfairm officrat City or Tow: Permiff sense# rssadng Aafhurdy(6offe one): L Board of$zg& 3.ling n q=1nwm± 3.Ofy-fTows Oerk 4.Uectrical Fnspeetor S.Plmbing hapezitr 6.Ofl� Co�stacd Person: Phone#- 6 c. 1,7 i Massachusetts Department of Public Safety Zard'of Building Regulations and Standards License: CS-050234 Construction Supervisor. „MICHAEL DELUGA" ;• 568 SANTUIT RD F COTUIT MA 02635 ....� 'Expiration. ! Commissioner '07l09l2018 . G� ��ie rpo�nurrra�uueczLC�t a�6�acf uaeCt t I; Office of Consumer Affairs&Business Regulation I{ HOME IMPROVEMENT CONTRACTOR Registration:f-,1�05548 Type: ExpirationL1'I12018 DBA r b VILLAGE CRAFT BUILDING F2EMODELING f � a Michael,Deluga ' 568 SANTUIT RD. +f'�ICOTUIT,MA 02635 �✓ Undersecretary License or registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 ' Boston,MA 02116 "a Not valid wit out re s fL'tk9%'�NPi^.FM'tif�IK IA}y".m•.�.c,... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,arcel Application, 29< Wealth Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Stree Address V Village Owner A V67 artf., rf,U Address Telephone o T Permit Request !� h''► Square feet: 1 st floor: existing 6 proposed _ "" 2nd floor:.existing r!� proposed Total new Zoning District i Flood Plain Groundwater Overlay Project Valuatio O 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 L lyNo On Old King's Highway: ❑Yes /No Basement Type: n Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 5 existing new Total Room Count (not including baths): existing -new '' First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ,, Central Air: ❑Yes to Fireplaces: Existing ' New Existing wood/coal stove: ❑Yes'm'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new size_ DD?I. Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: JAN 2 7 2017 Zoning Board of Appeals Authorization ❑ Appeal # nR,en'corded ❑ Commercial ❑Yes ❑ No If yes, site plan review# 1 i Or . �1�S'?/1BLE Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r d -f 7 Name d�r L Telephone Number ` Address 51a License# G G6c�) Home Improvement Contractor# Email Worker's Compensation # �y ��/ / ✓ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE/ r 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ` ,} �� `� CK `* INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH d. FINAL 1 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. R TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 015 008 005 GEOBASE ID 39354 ADDRESS 245 VINEYARD ROAD PHONE . COTUIT ZIP - LOT 52 BLOCK LOT SIZE i DBA . DEVELOPMENT DISTRICT CT PERMIT 56190 DESCRIPTION 5BED/ SING_ FAM. MODULAR DWELL. PER.# 53036 i PERMIT TYPE BCORSFH TITLE OCCUPANCY/SINGLE FAMILY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: THE BOND $.00 Ox .� CONSTRUCTION COSTS $,00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pf;�#�:. * iARNSTABM • MASS. FD Mlr►I BUILDING DIV,IS, O... BY �� .t ��! ( U•V mil ".,..'' DATE ISSUED 10/02/2001 EXPIRATION DATE TOWN OF,4iiANSTABLE ✓b = '$' qa I'A BUILDNG`PERMIT .PARCEL ID 015 008 005 GEOBASE ID. 39354 = ADDRESS 245 VINEYARD ROAD PHONE COTUIT ZIP [ LOT 52 BLOCK LOT. SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 53036 DESCRIPTION 5BED/ SNGLE FAM. 'MODULAR DWELLING PERMIT TYPE BUILD TITLE NEW RESIDENTIAL. BLDG, PMT CONTRACTORSa DONALD B SHULMAN Department of Health,: Safety ARCHITECTS:: and Environmental.Services TOTAL FEES: $930.50 i BONDS [ CONSTRUCTION COSTS $30.0,160.00 -r 101 SINGLE FAM HOME DETACHED . .1 PRIVATE 16 BUILD IV I N�.- BY- DATE ISSUED 04/30/2001 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 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS, 4.FINAL INSPECTION BEFORE OCCUPANCY. A BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �o 16 2 -3 A � 2 2 3 1 IOATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER:. x)`Irc_ j4,4_A7-L SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL 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. Town of Barnstable Regulatory Services ' ' Richard V.Scali,DirectorPIAM 03 _ Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 - www.town.barnstable.ma:ns `Office:. 508-962-4038 j., '' Fax:" 508-790-6230 Property Owher Must ,'Complete and Sign This Section " If Using A Builder. I fa)), , as Owner of the subject property hereby authorize '" y to act on my b ehalfy , in all matters relative to work authorized by this building permit application for. ' (Addy s of Job) Pool fences and alarms are the responsibility,,of the applicant Pools are not io be filled or utilized before fence is installed_ and all final inspections are performed and accepted. Si a of Owner ; 'Signature of Applicant - to 114 ar Y( r `Print lknme Print Name t'U1 9 17 Date / - ` - - _ . . .�- _ •' ,, . . - ! QTORMS-OWNERPERMISSIONPOOLS --- Town of Barnstable Regulatory Services of Richard V.Scab, Director Building Division Paul Roma,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXIMNffTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home hone#p work phone# CURRENT MAILING:ADDRESS: 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 yermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies;that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor see Appendix Q,Rules&Regulations for Licensing Construction Su pervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. mrm.vm'ama�vrcram.z - aa..r.:..�.ycv. 4 ." l •r x-�mvuf.»�az�wwmwmx'm.wxmanxmvmimnss>zmmrtemamuvsxv:mmn, occvm�au n�orta�.�-rt'...:-a...mr-nm:mn�wsaa�. :.m.wa..-+�r¢mv�r_wrnnvn»ru�ve-e�rzn�a-ermn*vry n�m...uw,- n.�n ��6 •! � r r Y �wv fay j3UILD �7 ��NJiL Jv �:% T'-S�I�$t..E Vfv A �y3 (HyyC "?3 M1 -iY3 %t`N24,3,2 .. a '?+AW303 2 n OV hI FST R Mil MSTR B`DR "{ m SW6 r' I. roar. Ftt1ER `( .R 20-3 1�?�: x, 7;3'_Q°1,f2" 1 -0 x ISI-9 M' o ` n,! o ( O: i 1 N $ t: Coll-% KITCHEN cr a (z ^xo S'F F50 JIV x 5:11.r MICROL* - d'IUNG D16. Q26 DN —. ---- I 5a6�'3 sue+: j, s co p a o. c. n O ins• C43. p • Q, W5„A 6 MW3046' +f'YV304b" a a `C?V!N flr E AlMS±rBLE • 46•'—Q" ltl rMW2432 MW2a32 -MW..3046 NK .N 7 j- BEROOM .4 B:EDROOM 5 w r " ice'-0 T/2" 1'_''-8" X 33'-0 `1/2 cV z 24r CHASE __ __._ 1C' _ ..... ........... _ ----- — —_ rk �%4r�� � •. s4 �� - TO (2] t i/2 k �, IGRGf1J4l�f ��'J -- ;2xa" 5P!?2 - -ROOF kiii N: ON, . j 8UII-DING DEFT r j'lu f� Ci / 29417 LL TO E :.r,,,,r; :N t BECK-RO0M D l t BEQRO.O.M 2 x y J2� �fl'--1'1" x :13'=Qi;I. 2" �. �2'-- 7/2w x i 3'-0. 1/2' fi! r t �W3 046 M.W30 46 _ ItiIY�l304� �t�114W�Q� tipli�ll�&t� .lul.V�304'6:]�tSN't8 M r pp Yy fj w. 4s-0- 1/27/2017 basement plans.JPG(3229x2479) ----�^ o"o x 40 ' F%;UNCAMM WALL AJ _F007ING J4, TI qk NI I IL-- L-- L-4-- L Y COLWAN —CCLUMN F007NG up SUPPUED By WMH i p By B/P i I ------ C/) https://connectxfinity.com/appsuite/ao/mail/basement%20plans.JPG?acton=attachment&folder=defaultO%2FINBOX&id=132134&attachment--2&user=2&conte y#� II II I II��JJ To Whom This may Concern: Please be advised that Dick Brunelle of Brunelle Crane Service, at 86 Slater Avenue, Pawtucket, Rhode Island 02861is Certified to set homes ,' by Westchester Modular Homes, Inc. in the state of Massachusetts Sincerely, ' John R. Colucci Vice President Sales&Marketing JRC/lmb CC: Fall Brook Fields 30 Reagans Neill Road^Wingdale, NY 12594>(914)832-9400•(800)832-3888• Fax(9 14)832-6698 ���/// le +a+a�ao, Ill a �fasaaEu DE PAR 7iiEt�iT OF -PUSUGSAFETY s: Ucerse: HCHSnNG ENGSNEER LICENSE :I NurtsDec..HE 074910 : ., ice. I?.lt312Q41 Tr.no: 9237 RICHARD BRUNEL- `: 8&SlATER PARWAVgE •" PAYyi'i,CKE'T. Rl 428St Aft g Comrrussioner . . BRUNELLE CRANES ` MODULAR ERECTORS 86 SLATER PARK AVE. . �••� PAWTUCKET, RS 02961 . TO: I f MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit MAScheck Software Version 2-01 J '• , Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-6-2001 DATE OF PLANS: 02/25/01 TITLE: 00303 PROJECT INFORMATION: CUSTOM COLONIPL COMPANY INFORMATION: WESTCHESTER MODULAR HOMES COMPLI7-IJCE: PASSES , j Required UP. = 465 Your Home 351 A ea or Cavity Cont. Glazing/Door Perim ter R-Value R-Value U-Value Lap ------------------ CEILINGS: Raised Truss 1273 36.0 0.0 - g--- W LLS: Wood Frame, 16,- D C 2686 15.0 0.0 162 I GLAZING: Windows or Doors j DOORS 256 0.400 203 40 0.066 3 ! i FLOORS: Over Unconditioned Saace 1273 19.0 0.0--------------------- 0 CONiPLIANC£ STATEMENT: The proposed building design described here is - consistent with the building plans, specifications, and other calculations submitted with the j permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found i in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1255.- of the design load as specified in Sections 780CYR 1310 and J4.4. Builder/Designer LL1aa .z Date O^ I i w II AGt^RbV ! WiTED TC' r-KCTaRY BUILT P -t fr)N I .� - . �:t���ttiitlll¢ffffff tt� OFF �rlk rwR �i. [�. G��i• tt� /�fJfh!•trll\\\t�l Date: 06-Mar-Di Mfg: Westchester Modular Homes, Inc. By: J.BABINEC Model: CUSTOM COLONIAL 1 Job 240. : 00303 Watts or Volt-Amps Air Conditioning (3D0%) NA j Central Electric Space Heating [ NA x 0.65. )* p Less than 4 separately controlled electric space heating units [ NA x 0.65 ) p Four or more separately controlled electric space heating units [ NA x 0.40 ] 0 i * Use the larger of the 'air conditioning load or , the diversified demand of the heating load. i Other Loads: � Watts or Circuit Wire ' Volt-Amos Ampacity, Size General lighting [ 2545 SF x 3 ) 7635 15A 34-2 Small appliances ( 6 R 1500 ] 9000 20A 12-2 Furnace NA NP NA j Dryer 5520 30A 10-3 Water heater** - - 4600 25P. .10-2 - Range (at nameplate rating) 8000 40A 8-3 SUBTOTAL= 34755 ` First 10 EN of other loads @ 1000 10000 Remainder of other loads 24755 x 0.40 ] 9902 j Beat (Above) D ; Total Calculated Load 19902 Required Service size: 19902 / 240 Installed Panel Size: °' 200 Ampsr`"h� - **By Builder Above only for Calculation purposes Qui;t Rev. -3/28/88- a em cROnRfl `O � K;.f�±t( Form/63 R-45 ✓P 2 zoo' S �uvil EU 70 �. Y•jc> ;ku AL it( PORTION 1 I — �- 4 - _ ]J/ Heat Loss Calculations 00303-HL.xlB 3/6/01 - 1:24 PM Column A Column B Column C Column D Column E Column F Column G Column H 11 F p LIV RM DIN RM KIT/BRKFST BDRM 5 DEN GBATH 1 MSTR BATH GBATH 2 I Height A A 8 B 8 B 8 B 8 B 8 B 8 B 8 B 8 B I Length C G 25.7 T 15 T 22.3 T 15 T 12.2 T _ 7.2 T 6.7 T 7.1 T Width T - E 13 U 13 U 13 U 11.1 U 13 U 9.7 U 9.7 U 9.7 U !: Length Hxposed Wall O N - 38.7 H 28 H 35.3 H 26.1 H 12.2 H 7.2 H 6.7 H 7.1 H i' Wdw.& Dr Area -Glass R O, 41.2 30.9 22.6 24.1 20.2 5.08 5.09 5.09 Wall Constr Uo 4.50 1 310 1395 224 1008 282 1269 209 941 - 98 441 58 261 54 243 57 257 Type of Glass Ug 22.50 1 41.2 927 30.9 695 22.6 509 24.1 542 20.2 455 5.08 114 5.09 115 5.09 115 Ceiling Constr Uo 2.34 2 0 0 0 167 391 159 372 70 164 0 69 161 Floor Constr Uo 4.23 2 3341413 195. 825 290 1227 0 0 0 65 275 0 Door Opening 5.94 1 20 119, 0. 0 20 119 - 0• _ 0 0 0 0 0 0 0 0 0 One Wall (W/Glass) 1.08 3 0 0 0 0 1269 1371 559 604 520 562 551 595 Two Walls < 1.62 3 2673 4330 1560 2527 2319 3757 1332 2158 0 -0 O 0 Three Walla or Foyer 2.16 3 0 0 0 0 - 0 0 0 0 Total BTUH 8184 5055 6881 4032 2639 1143 1195 1128 Column I Column J Column K Column L Room Name F p MSTR BR BDRM 2 BDRM 3 BDRM 4 - - BTUH BTUH. BTUH Watts Watt Watts _ Height A. A 8 B •,8 ',B - 8 B, 8 B Col. Actual Lgth Used Actual Lgth Used Length - C G 15 T 15.1 T 13.6 T 14.4• T A 9002 15 9300 2640 11 27.50 Width T E 13 U 13 U 13 -U 13 U B 5561 9 5580 1631 7 1750 Length Exposed Wall Q N 28 H 28.1. H 26.6 H 27.4 H C 7569 13 8060, 2220 9 2250 - Wdw & Dr-Glass Area R 0 27.5 - 27.5 27.5 24.1 D 4435 8 4960 1301 -6 1500 - Wall Constr Uo 4.50 - 1 224 1008 225 1013 213 959 219 986 E 2903 5 3100 851 4 1000 Type of Glass Ug 22.50 1 27.5 .619 27.5 619 27.5 619 24.1 542 F 1257 3 1860 369 2 500 Ceiling Constr Uo 2.34 2 0 196 459 177 414 187 438 G 1315 3 1860 386 2. 500 Floor Constr Uo 4.23 - 2 195 . 825 0- 0 0 H 1241 3 1860 364 2 500 e Door Opening 5.94 1 0 0 0 0 0 0 0 0 I 5477 9 5580 1606 7 1750 One Wall (W/Glass)., 1.083 0 0 0 0 J 5097 95580 1495 6 1500 Two Walls 1:62 3 1560 2527 41570 2543 1414 2291 1498 2427 K 4711 8 4960 1382 6 1500 t Three Walls or Foyer 2..16 3 0 ti 0 .0 0 L- 4832 8 4960 1417 6 1500 a - Total BTUH 4979 4634 4283 4393 TL BTU 53400 `' 93 57660 15662 68 17000 9 t001 ifi µ,• .. NP1,11 'I "j{PUSTON t 3ab f rnczaVjy av•m • .( - BUILDI.NG iNFORMATION EXTERIOR ENVELOPE THERMAL MODEL: CusTocv� Go�aN�A,L — 00303 SPECIAL USE PROVISIONS jpfFORMANCE (U VALUES PRO JECT SITE: `C-'ru I-r, CONDITIONS OR LIMLTATIONS BU(•LDER/PURCHASER:- VA.2%E5 BUILDING MAY NOT BE LOCATED TURNKEY: �q�z�ES WITHIN FIRE LIMITS " MINIMUM CODE REQUIRED 6 'AG1.�61� MQ��EG!< USE GROUP: R4 6 0 GO�.eCPUA!-!GE gevol fl T CONSTRUCTION TYPE: wooDpa�nG SETBACK FROM LOT LINES WITH , 0 HOUR EXTERIOR WALL — B/P .I AREA: Fs a or =Zip sfTotal =2�4� ` ` -Meets MACo�ex�� S.M SHALL BE RESPONSIBLE FOR VOLUME: 36.sy8 (132F=l)1ar=Ml7Uct_=—trd HOUSE LOCATION ON LOT" BUILDING HEIGHT: 214 OS�B'' NUMBER OF STORIES: 2 HEATING SYSTEM TYPE: it Floor =.7 DESIGN OCCUPANCY LOAD: 2nd Floor = FORCED HOT WATER BASEBOARD SPECIAL SYSTEM S FIRE ALARM PkOrO EL F RAG HEATING SYSTEM FUEL: IBILITY SYSTEM TYPE: (SMOKE DETECTORS) SHALL BE THE RESPONS SUPPRESSION OF BUILDERfPURCHASER FIRE NA TABLE OF CONTENTS aAM— R vsi0N SYSTEM TYPE: HEATING SYSTEM CHIMNEY ,�Z,� �-1s �z-zi-� �,s oi. 1. ELEVATIONS rz--2�-ao a��5 c I . OTHER: NA OR VENT TYPE: z FOUNDATION PLAN 3A.FlRST FLOOR PLAN SHALL BE THE RESPONSIBILITY �SECow FLOOR PLAN. �Z_s DESIGN LIVE LOADS (PSF) 4 GROSS - SECTION OF BUILDER/PURCHASER 5AFlRSTFLOOR R PLUINI PLAN WALL: l 25 58.SECOND FLOOR PLUh181NG PLAN oZ_,s-Dt 6A.FlRST FLOOR ELECTRICAL PLAN . SE wn m rog M crrarei Pt tN flL-s-oi FLOOR: 1 st = 40 2nd = 30 THIRD PARTY INFORMATION _ _ STAN ROOF: 4O PFS Corp. �cFlRsr FLOORHEATING PLAN. FHW aL-sa, CORRIDORS: NA 401 S. Market Street 7D.SECOND FLOOR 6. HEAnNG PLAN FHw .so, PA, 17815 DARD NOTES do DETAILS Bloomsburg, , ,Z A A + CovM SHEET STAIRS: 100 BALCONIES NA TPIA #2,c� OTHER: NA PROVALLmarrmro a rATE LeBEL tOCeT10N5 CORPOHt►TION BUI T POR S OK�DE ' CT 1st FLR Or,•box F1AR i S 2�t r COVER. SHEET -. 1 •flelta altlr�edpo �� - .. .. nnMn,11 .:., .._.:..: .. :.:-: .. ,. :..... .. ..- ... .. ...,._. -.: aPP���end ��� �i�z j� w• y �. ,,�� 11 u,Ftlpia r �fanu`aacfiurer._ n�uWuam ar �i►a�4 :(�2S�C�lBS�¢1' _� —Undvkifeh .,-• ,rya ti :F _IQIRi o4 :, Of�+ces a�i d. f �p$94 ?:!/j � .. :: !.,. -y.y. > s:=s_ .' �' t'side" ' �''',, ,� ::A'•-:a,. 's, - atiq'MtT(jjpc,d, iF'+++9�r=_`NY,,,,, •. -:. - _ ;-".. ���'►; ,��tw y;,y. ,..-: .�'�'`.�'`��lL=a/ _ � •,x,. ` 90Reay 914 32 6698�. WIT _ FrF: d MEMO ^ j .. �p ,;y;p�...... .4r::`.x ,..myna:;.. .roe...•.. _ -. . - - � $.fib s : =::'. .:. ,.�,:-€s,.v.� �• �IJtdiien. .................. ,:,•.. ....r . -�: :a-- -.. .. OVERHANG DIMENSION (x) HOUSE V40TH ROOF PITCH 2j—O" 26'-0" 1'— O'—O 27—W 8" 5/12 16" 1T- 16" } 7/12 16" 11" 16" U 9/12 12" 11" 1Y z uj 12 12 6 3 4" 8 J 4" 8 3/4" a _- NOTE, WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS z GRILLE PATTERNS FOR OTHER MANUFACTURERS MAY BE DIFFEIiRENi- O = Ld V) - z =- F- Of M 6 a 0 00 Em FH INFLIO C `\,SG�NINIIy _ Is, ii N= CL !� PORCH BY B/P c IN] FFM SRI 1� PEI ,"i,11,R I O .1 C O C CID ® ® O Z O 1 T71 LIP � } J v< a JFR °' L cn i I I i i i i Nn E>� ii II � � Im =ALL Z� . DESIGNED. SOU?UED AND INSTALLED BY B/P STEPS. RAILS ac GUARDS TO BE FRONT ELEVATION - i � j o Oc' > SCALE: 1/4"=1'-0 puiusaQC� ur Sa rAa c O c m g _ C _ J WE Om O=cam Q d C ® LLLI [Lai ® ® w M O ac �MF LJ ®®g ® Z �_ , Kull ® ® �W_�r AWA a awZ o a AW z dNN :-. RIGHT ELEVATE Q ... REAR.ELEVATiQ ON o .ELEVATION `= SCALE:=:1 j8"=1'=0 :a.. SCALE 1�8"=1'-0" _ a — — 3 ni tr. _ SCALE: 41%8 1 .,p N 46'-0' , r U _ z LU -- I r-- FOUNDATION WA I I W d == 1 WALLI 1 D_ _ I IFOOTING N I I M�AXMUM SPAN 3_"i Nr-�N COLUMNS =6'-10' 12'-0- C Q 0 a j O (i'-: 5/-" 75'-li"� d'-� i/2",5-ID r/4• i5'-8 t/'" .- I I I 1 L � L---J OAP- L---J LPL-J-�---J L. L---J " - �CC LALY COLUMN COLUMN FOOTING77 LJ 3 3 ' M c o UP O o STAIRS DESIGNED&� OO Q 1 I CONSTRUCTED BY B/P� � SUPPLIED BY WMN I I I I INSTALLED BY B/P I I uo-i v co to �------_ E - t/7 I Q E}C ¢ 1 C 3 C • � J =ZCf mL- �. o c3 o Ex a `, 0 V) a. N F- N u O t o to up Vl my ^d U7 47 z N �MLLI 0 L'i Q ®® 1 2 O� z _ - ?�� �� ®® zAF 0 ZirNfaA �. a cn -• _ _ - - s w r . t i 46•-0" \ } U Z - L>! - a c _ MWCN235 MW2-3046 MW2432 t--- O _ I i x I swarm MW3032 F - --_ L . N � w+ ow p82a _-f END �^ i R 70BRKFST P,M�2" MSTR BDRM - z II 0 0� a I s R11 15.-0". x 13-0 1/ 10 I ' MSJLITION N ,o C LL1A'1 G - m I W 1�j C 3 C i I c`A<E.s F �m_ KITCHEN o v^ 7 Q cn m t t _ [2 x6 S?F•$2_ CS G BF40 F50 a %Ly ..t�",L�n•n,,,, ( ] /2"x 5 t/2"Mlcaouaa cauNc 016 025 - < LINEN I ON %\yAg �412 • I C", a � I 3 I In M LIVING RM I,F DINING RM p 23'-3" x 1 -0 1/2" 15'-0" x 1 -0 1/2" O .. s G N p m MW3046 MW3046 DX30 a MW3046 Mw3046 a 0 �2I�1 U<¢ 4._0. 6'-6" I 12'-4" I 12-4" 6-6" 4-0" I J r cb G PORCH SY B/P E r m w —j 3< W ^^ Sid B r t= L m v � C G O t C< M N In fD C I17 N � �MH LL)U] O O 0 ^� Q(y ®® LIGHT & VENTILAT(ON SCHEDULE (SF). z Z G—�u- 3 ROOM AREA- LIGHT.SUPPLIED VENT SUPPLIED Q ¢ao z. 0 M.< VING RM 303 41.2 22.92 Z M N'tn ITCHEN 160 '; . .t .;`�;-14.0: :7.2: ...• Q' V (n 4KM.--RM :t20.6 NING.Rtui 196 -'30.9-...- '17 19 U -- Z W _ _e Q w_ MW2432 MW2432 Z I - - O _ MW3046 10° ww pip MW304-6 F - c .,� g O ,9Ir NK /mK BEDROOM 4 O O BEDROOM 5 Z 12'-0' x 1 -0 1/2" O 1 I Q 12'-a" x 13'-0 1/2" N c c m 024 02400 co I n I Z > > Z I /� N O V� RJ® W co 3 L" M� 24' V" CNASE ®JV 026 D I:AZIC,�nYC F5'1 z - Ory I S;:IP000SE 1 � ON_ pNm+�wunp� . . m po (2]1 1/2'x 1 ICROU -U�0@F---—^1 T21 2.6 SPF#2-ROOF !-C :°OVET 'a 026zc z� c�J np .� � LU co �J n Z I _ I M Z p I 3 Q F w .. 1 CIO c c BEDROOM 3 DEN i BEDROOM 2 O a " 12 1 ' '-7 1 z x 13'-0 1/2" O 12'-2 1/2" x 13'-0 1/2" 10'-11" x 13'-0 1/2" I / MW3046 MW3046 I MW1846 MW3046 MW18 1 MW3046 MW3046 W 7 U v.b I� 6 8 I 12. 4• I 72_4 6'-8" I, 4'-0 L .. I L N co `L �yco O� j 2 „ n� •erl® 0 3 O J 9 Li O V c L v C.;,Cv ro o W� COUMA Z 1- x C-1 LIGHT &•VENTILATION SCHEDULE (sF) Q : Qwz E2-(W ®® ROOM AREA UGHT SUPPUED. VENT SUPPUED p o rn¢ .� DRM 2 165 27.5 15.31 Z o N v1 DRM 3 - 1`59; �,. ..�.. 27.5- .,-: ,::,.15.3i - DRM'4_ =.: - - ._ - __156 _"'- 24.1, F_ _ - - .. R M... 1 H N DRM 5' 165 24.1' 13.43'.... � �. oU ,,o Z 1" U LU O - CONT RIDGE VENT 18 INZ/L ROOF PITCH MAY VARY O Scc ELEVATION DWG mt TYP ROOF 0 _ ,T 12 21b,-SELF-SEALING FIBERGLASS SHINGLES U OVER 1b R CF.NG F=LT y -- PRE ENG'NE2.RED ek 5 OVER 9/a" AGENCY RATED SHEA H!NG _ - C l (n - crtTIFIE_ ROOF TRUSS DESIGN A LAYER OF SITU,"ANE Z _ A LAYER OF BITU AHANE IS APPLIED CONTINUOUSLY .AIR SA,7LE 6Y WMH THIS TO EAVES FOR ICE SHIELD =5 !NSUL:.TiCN 4J!' VAPOREARF,( AiaC SPACE E<�. IS DESIGNED r•1'x6 SUB =."SCio Q FOP. LIGHT STORAGE o j ALUtviN F:i. A 20 <ra cv_RIQo W,en I `ALL�MN SOr-=T ��-- IN-.".T_VEN7 F 2x6 SPF :'SOLE PLATE ',2- G42•IN' RIOR SIDE ml . R13 INSULATION W/VAPOR BARRIER _ (STAP'� TO STUDS @ 7" D.C. - MA only) \ TYP IN ic�2r IOP. WALE;. = .t;'2'• .GENCY RATE? SHT. c'X:_ _ x � O FL4�S VINYL YL SIDE SLING [-] 24 SPF TOP AIR INRL7RARON WRAP ?x4 SPF P3 $i Or, Sil@S Q _ 2x4 SPF#3 SOLE PLATE FLR JST 1/2" GWB BOTH SIDES •�c'=` I.( o zz TYP MARRIAGE WALL \4� _ .. �.f ''u;�,v::,+• [21 2x3 SPF #3 TOP PLATE'S _ - 2.3 SPF #3 ® 16" O.C. 8I i' 1;4 AGENCY RAMD SHT AT MAT.SIDE 1/2" GWE IN—ERIOR SIOE ID 2x3 SPF#3 SOLE PLATEI �� TYP SUB-FLOORING 3i14- T&� AGENCY RATED SL SHTG. r� 2xL t5 PT PLATE •I Q (SUPPLIED L INSTA -_TJ BY S/P) '2x10 SPF Fr'2 C lb" GC FLR .'Silj 1 `l zo \ `R-1° FIBERGLASS INSULATION TO COMPLY W,/ENERGY CONE '(INSTAHcn BY S/P W/VAPOF BARRIER TO WARM SIDE) Is 'V SEE STANDARD NO-S & DETAILS - DWG #B I SUPPORTS x & STAIRS o M By �7• c �O >m B/- W =2 Go Of L 0 J Q O O • � c c a � �o,a . W O w �30 co (1) CIO 47 Q f/]a© WoZ ~_trcI70� ��✓�Cmi vFd. CIO en GP N N C)LLJ O W ®® o0 � Az � M Q fimz . l .-°" ' } - - U Z LJ ? SUPPLIES t 1/2-V M 2ND FL ,i D FROM 2ND FL p - -c 2'V TD 2N�• ��� ��� d B R K FS T RM.YFv TuB/s,l z KIT swc1 1/2•D M S TR B D R M — 2"0 I i I 1/2-V I , ,/2^v F}- 1 ; < 1 i 0" LAv a L KITCHENov a - ----- --- - - a -� N C. `o LIVING RM DINING RM 00 C Y V IIM � • 2"V M 2ND FL v co 3'0 FRON ' z N 2ND FL J^ E>'m W Li 0 � m 1 1/2" V TO 2ND FL y� w �� _K.' . >/ KIT N1/2D NB ri0 WC LAV SINK DW 2i W O ow Q cam.+ \ > I Q T ID 1T/YP WT SINK I 1 I I I j o s \ 2'D LJ r7 TOT __ D m rn \ /V I I I I I I I n V C (/2 v 1 1 2"D I I I I N Q d o m 0 _ DWV DIAGRAM �� z UJ o� .A VIEW •A' - NTS SUPPLY DIAGRAM V = VENT VIEW 'A' - NTS. z �. FV = FUTURE.VENT •-----• DRAIN BY. BP FL = FLOOR LINE o o rn Q. ►�•� SP = STAND PIPE DRAIN BY WMH = 1/2' SHUT OFF VALVE Z x :� DW =.DISH.WASHER VENT.BY..BP.-: COLD N �i ' 1NC WATER:CLOSET,.:: • ---- - .. t FC FIELD:CONNEC710N-BY.BAP - VENT BY WMH -•' '=- HOT o u x B/P._=. BUILDER%PURCHASERLn _ - U _ _ 7. 3ro TO 15T FL ZO <2: 1 1/2 V FROM 1ST FL UV ( LAV 1 1/2ro 11 1/zroUl 1 t/2�V 3 M -V FRO 1ST FL 'N BEDROOM 4 TUB/o nB� Wc BEDROOM 5 z 1 3b 1 1/2 1 1 2-V 3ro t I 1 1/ v 1 /2'v 1 1 I ¢ I I d I uv tnv Lt I 1 1/2-D 1 1/2-D t in t 1 1/2-V 1 1/2v t I ce) I Co a � BEDROOM 3 DEN i BEDROOM 2 00 c o U v co ' z < Q �o M E>00 • W 0 3 Q W L m L Z O X 1 1 � 1 1/2-V FROM > W 1 OC)1STFL -Vc i _ i D o _ � v� S U O d: y C N Q '� C3> o I_ WC W O Q V > 10 N <n FE 47¢ CN > 4 z LAV LAV Nt: TUB SHO LAV tAV WC TUB SHO O O a 3�D TO 1�.7 I i Z IW-•S C�1 NA - l5T FL TY' I 1 I ! I I U O U _� L.' 2-V FROM FL ¢ ¢m Z 15T FL LAV r----1-- --1-- -- --t -: --1"- -1-- - _J. M O(m¢. T\.�J 3 c 1 1/2-D I z C N N TUB 0 - _ .. .. ¢ iJ 3 4 ... "'r-sit ..,_ s'_ -,.._ ._s.y..t;'�+•wX �v ��...,�-z: a'! _ - _ - _ - =ice.'*. 45-0' - • . z _ w - er UP a _ J3*�psFr z - - - ctoco e U BRKFSI RM ` I , M-STR BDRM z t at ll 600u F,xtur¢rE:u eo C 6 F� Q 1 Pz p6 - a 7 p 6 F- _ I f „� T „ KI I CHEN o+ 6 6 aLom 0 To asc t so - O :+ro So 10 N < 9 La jy = < $ I. A Lj s1, u 1 lei 1 n `i I M 9 M 6 < LIVING RM w g2 D G RM p I • �9�T�'Fl.0005 v.uwmc w + C V 00 >tD CIRCUIT DIRE'C TORY V m 7jo�m��= INO. I AMP IwIRE CIP.CUIT ! CIRCUIT IWfREI AM?I N0. c _ 1 1 -p �o-4I ?4NGE I KITCHEN COUNT. j t2-2j 20 (2 j O �f w Fir o ilW =r"rsm 1 3 1 4 I 1 1 KIT COUN/BRKFST j 12-21 20 1 4 g i o ti� L C a' 1 5 1 20 112-21 ?.=?IGERATOP, GL-KIT/BRKFST 114-2115 1 61 7 1 15 h4-21 GL-MS R BATH/BDRMGL-HALL/SD 114-2 15 18 1 EWt� 1- RQ=- ;F_ _ 1 9 j 15 114-21 GL-UVING PM 1 GL-ENTRY i14 21 15 10 L I L v I GL-9D?.M 2 14-2115 I1_ _I cn mrn 11 i 20 112-21 GL-DINING RM ro s�-rh F c� '11 i3 j 15 114-21 GL-DEN j GL-BDRM 3 114-21 15 i 1� �S Iq 15.1 t•5 114-21 GL-BDRM 4/G EATH.1 G_BDRM 5/G PAT-,', 1,4-21 15 115 1i p nr •r.,-.car rmu� ,•;,.:..w,--r�or F�-cn_" i W M —, i7 1 0 ,12-21 BASH GFI'S DISHW.45:-I? 112-?j_0 11., j ALL SMOKE DETECTORS T0.BE �HOTOELETRIC ®® I— l� F.:tp�r r IE;-au+e tar '?3 I I I 1 120 p � o 5cn..FIIN�."aR1?1GlM 21 1 I Z W Ecoa ®® z j= T mot.� 23 1 ' I r 24 o 08 a u ►�J=W.m-,EUT w 27 j I 28' z 1. I .. _ .. 29 30 o rn I �wsdF r�a ram._'_,.:... :...'._;:::I .3t 1 j 1` I I 32 *JUST SWITCH, BOX. AND WIRE .ONLY QZ cv N w� I 13 4�I '. Z� a- r- � U0 wrt_;r - cn - - �r_. s_.: r. _ W U_ _' 39 '-., .4p •,s sr- _. 4G-0" a = F ¢LLj I. \ I 6 Z y BEDROOM 4 B DROOM 5 L/ 1 1 1 � s d 6- t°,si ctiooa m g PI6 - y 10 ti � 12 tt 4 N Y i y, SD ,. 1 I p ,. I f3 • Prz 1 ` a lawl BEDROOM 3 DEN 1 BEDROOM 2 =\7 p c ,3 tz p 1 1 U u I Y I o rn col - o mYN 00 C C 3Q. 1✓ m �p- o< V) FF-- *JUST SWITCH, BOX, AND WIRE ONLY 0 BUILDER REQUESTED Li �. AR w= .�-0 0 o orna V L~x' W - RISE&RETURN O9'7580 8TU\H r 1 J 3 smz -r TOE SPACE E 1 BRKFST RM MSTR BDRM z 1 a c 1 a A m O Q 1 C T 1 t H 1_ KITCHEN o z ol m o0 p O LIVING RM DINING RM O O _W 14•=8680 8TU\H 70'=6200 BTU\H m _ C z �TM W LLJ00 Z Of o a c t+- ad 3 W j ��j V _ =O 1C �_ C C7. J S V O w Q _C N N N rn V 0 M CO Q N (n. 00 I.J. fin~ Ld ^Q LEGEND Q UWRMOSrAT o TT��^ ®® FHW BASEBOARD UNIT Q QQ 00 Q ACCESS PANEL 17iRU FLOOR Z - 1��f_,.-ACCF55 PANFl•1FUtU�CETIJNG Y �;+�..- :.:. � '.;�:-.-., ,•: ."11 - .. ...cn i 46•-0. , U W —' - E _ •�c - RISE&RETURN Z _ f---- - - -t--� - -- --~ -- -- momommor ---1 _ 8'=4960 BTV\H 8'=.960 BN\H ° r �o oil ° BEDROOM d b. ; BEDROOM 5 I m � � z � I n e � I I}- I 1 c I I C 001 Li I 1 � I � I - I i I I �. BEDROOM 3 ; DEN 1 BEDROOM 2 I L--- -- - 1- ----- 6'a3720 BTU\H 2'-1240 BTU I 6'=4960 BTU\H ---_j U dco C C, Z CDs N �— EYCO `OM • W Q C>co c L3 o x C4 W tU c o � 1 � m� Ln 00 r' 0 � oz MA � �O o "o" W Q coo cn 0 003< Z wC14W r-,Ij i Li �:. � f r 13:"�;co'.1'R@IE$P.�P�R'.'.yfnln:r:}. muo,.,r,.,e,.ee+., jmw,i...w...�...,,..,........,�•-__._.-_ -- ��"-- I C' EXTERIOR DOOR SCHEDULE 1(F.It'IOI ► I .WINDOW SCHEDULE' . _ . lma.�FtJld� 1 ` � p X 2,g 2'-8 , x. 6'-al. INSULATED METAL 9 LIGHT 11 ,pv� p�-3 --O x 6'-=8" INSULATED METAL 8 PANEL eCd'"C:zUle 1 df -�-7� 3'� �(o .o ,q 4 DX301 3 -O' " X 6'•--$" INSULATED METAL 8 ANEL+I SLIGHT ' Wdv�•iGaa�'te ea� �} OS -� DX302 3 O' x-6'�B INSULATED METAL BPANELi•2$LIGHT I •2 % •d ,0 6GX60 f-'12-3'-O" x 8-e" INSULATED ETAL DOUBLE 1(3LIGI-IT i7E tt}r AJ 3 O ?pj f)< (p o 3,BFt( PS-6 3'-O� x 6 6" WOOD SLIDING GLASS DOOR acnvr�agl. Niur. 10 5� e b LO WOOD, SLIDING GLASS DOOR I,et All trM G4D 3.I �, iis4rAN9E rod �, � >< 0•• 6,4 ii]A faa I '7I I2, : 17 '?k B'• 03 3 >< a(n'a - �I ? alit IPt --701 /A00 I I_q._X . G,OG 5 _ r .. I _ % 5 u 50 uD 5 7�4o IU I,, ' " ''. ' fGsll '� l'dfddlkb R•. •W 5.2 9.0 1'IT�Y%1 x x7'!S�3G.10 Sim 0 5(s F Gtif MI` �r•;.V*WOOD. 1 .S G. 5 G:a 1 a..tWamw =V>W OOD IL q G.77 9i2,Mlg. 'd+itasaoV.•WUOD. ..S.Z 3.2o ZS'/q">' IT '%s''• 3.19 ff 1. 2amtN+l 1' iraaAP ut OD }.0 4.IT 9's%4" x 17",s°• N.17(+f' r.5.GdA x Ja 3,2 7.5o 33Y ' 21 ' Ic i. G *atW ^WOOD f ;6mAf{pY.i M1W tAYt iy} Of ai:�•�IY ��';;�.::': FLOOR PLAN NOTES , c it i. t 7. All Interior and exterior Handralls and/or Iiel lloo to s pre' as. natecl by: I'll. 5. Attic Access(es) on Cape Models are t0 be Guardrails ore Installed by Guilder/Purchaser. done on site by Builder Purchaser. JA.I`ThliaB R. ty;INapaction Agency C' Plate•)r • aVI)v �'a I pf?egrasa window sills 6, Yanapplied e, sif-611,be part In complifanice with y builder r z'n Firilshad Floor ;;r.•.°-•�:; applicable building code requirements and ear 0 0r er aelecflon..form for specific •under Jurisdiction of the local building iPllanllee sll"ppledywlth-thls house, inspector; ( garage, additional porch, etc ) 'r hY:roo no,are rated at 50 CFM. t SUPPLY NOTES DWV NOTES neddlel.nrd lsp eoppegind,lood.lree @older, L Matarlale.are PVC schedule 40, r r.1" 2.Drainage and Vent piping she il be securely attached to the bullAing iI iug�lty eA I eei�iidY a�t�phai�l0 the bulldln@ al no at no greater support Intervals than apecllled. on�s OI¢, a oee el eany�support inlarvale than spec Heal r , 4 t1-orhon, PP@ a•p6',�•0 Horizontal pipe at 4•-•0" for 02"or larger "}y^[1V-,liy ip a inch slory Horizontal pips al J'-0" for 01 1/2" or smaller olertha'dlir to ba a PPlled,.ond hiilalled by B/P. Vertical plpe at 4'-0". nxeupply}I ae a illubbeq-,Through It first floor. Upp1y;IMea.Go lirelpfloansuppllgd..and installed by B/P. 3.All drainage connections horizontal to horizontal and vertical to II h'atlikkater!Ina 111�,u!!hbcted:epaoee.efiall be insulated by 8/P. horizontal are long sweep or double 46 fillings. g lubi nd or ihoweje b`ba..,a *lied w11h anti-scold valves II,1dOwoegaalll"Ildl4df�Uh'`eelt�olo9ing jvaYea(i.e.wnehor,dpiishwasher) 4•Horizohlol vent pipe oonneollane to verllol vent branch or elaaN tlonehosAir Wolar}i It aria n�tell'e dht aooark the `p ly dine III oldur at least 6'above the floor rim of the highest fixture apppllsdgon41!n�}alled'b served by the horizontal vent. Its etandlloeal opppllocple:oodeer: 71 Bzturdlljlippl Ilnei.'1/2l,dlamalor shall have Individual _ IhutAolf yVdva� ;e'� ELECTRICAL NOTES ��T✓' to,poor ball button at ep111 entry Irani doors shelf be Installed by B/P 9:. ElsoldoalfpSnol Igrated;200 amI It,Ona[t]OFI circuit shall be Installed In basement by B/P, ;Nqn-maIa111P ehgalhe4roable.te.type NM-B. 12.A;clolhee washer circuit-chall be Installed In basement by B/P 11 washer location to not incorporated taNes(ur.I'll alla"d lihllne0loted staples, ,Into hauee. IEl.:a rreei6}Ve�ah.66111be?grounded by B/P In compllance with NEC, elate and ized.csting pAllttroyou-;[dompananl�:shdl be listed and/or labeled by o nallonolly recognized testing lab and 13,Re tests brooks,.for loc shall not be metalled directly ha over electric baseboard healers, Yhall•baltnolellad lit'(oavcrdsnoe'wllh'monulaclurer Inetruoliona and locallone/uee Inalrucllone. t4'ba board eyelame, electric baseboard heaters are only Installed In panels of haueae with electric Elegtrlgjpaliil�all l}bcloseted.and mounted In boeemenl by B/P,unless noted a poilea. 15.Smoke detectors ore Interconnected and Installed on a Ilghllnq clrcull with no Intervening switched on YAtservlos'IdiQo'brinaot)ehgII be Installed at a racially aooeselbla looallon nearest the point of lhgl circuit. eniraao6 of th.serylo's'conduolon: 18.Sl,ppoke detectors eholl have a battery back-up power source. Telephone bnd(1ONelonl',eable.aptlons run to the eleolrla panel looallon. 17.Bdeemenl smoke detectors are suppled by IVMt and Inelolled by B/P. ::Door ben IfMe^b eHgll,�b41 onnaoled In boeemenl.by B/P. RAW - HEATING NOTES R�,tdat: HEATING NOTES air flpcirto'lbtdeq�o`dr`d'hpolbiq'circuits are'20 Amp,22o-Vo1le with 12-2 non-metallic ehs are t ealhed cable 2.First 1. bfl oar baseboard nine are Installed with mead an too,F rhealinp pipes eerature llubq d thru floo I GPM Raw r.Second with ,floor backlog ppipes , ,ry'_STNen�p"oZ.�`���� between baseboard units are Metalled M goer and/or wall panala.B/P le reepaneihla for Mleronngoflon1.11 Mgolmtim N 1.ge .ilfroull ohall tie'3700 walls, between modules and floors.Balance of hacking system Is to be designed,supplied and Installed by 0/P. ggeeliodr dgdr.o.j@@djPli200D well@ per linear fool, 3. All heating pipes In unhealed epaoee shall be Insulated by B/P. ulnhnuin4thsr..ilialfronge it 40'.to 75'F. 4.Minimum ihermoetat range le 49'l0 7B'F. Qeneral I gNIN9 iaeeplaelse shall not be located above electric baseboard healing unite. B.Aoaeee panels are far the Bullder/Purohaeer'to uee In the tulerconnecllon or the healing @Islam.Thera 1 panels may permanently attached and Welled over by B/P after heating system In completed NpA I ION NOTES -PERIMETER BEAN Ys.;r�irh�f , .. [2] 2.10 SPF 112 Top of rout wsu I;;tTh�ilaiil a ldnYhp Pm!1eprodded far foundation deal n Parents ere EACH MODULE r only`SS'OapP�e�tlTefgoblidioabotn:anjlnlale obdee based bepreviiewedl and Vil SILL PLATE ' "t aondltlonalgPR 1 1 Z ,n opproVdd{Ii otroyhlared;,ar.1000t or angtnadr Iri stale of v:tr-:,:,,.:. 0 0% a hw@etded olon,ICpp'b. --FpTN WALL 2,Rfie}Bun srJpgrahg..rt eficn;be rupons161e for dealqn,afnelruotlon andteodefOOmpfrancetttttof.all found�eotrloul,hsalingalendergy`but not LALLY COLUMN- Ilmttsd{to is alurd dllumbMg,. t` onservgton andlOre eepperollon.:.. COLUMN FTG MInhtgm a�llm .. 9.011e ehdi be It- @ 2'-6"z 10'deep. Tap OF aBYT 6LA0 Connie s reng�toh III be 3000 of r great ar• m}�Z"BOLT k NUT 6;Ldl cal n>fsh I bs,mMhoum d3 1 2'ted T pigs. WASHER ®�2"OC ' B feulaIntl 0n4eg1telian•bs,preearvalNe reotad Turn gg,(supplied andiMstaltedlbytB tpdor to house dellvary and eel).There shall STEEL PLATE(6"" )FLAfi -FDTN FTC bs nojprgllyolan a6lrVvs•Lop o1 sill plates. BOLTS BY B/P. fad . fit';, LALLY.COLUMN SERIAI= PE RA 11-11RD PARTY INSPEC110N AGENCY 0030.3 � 1Jll1L0EBL 1I01AE0.WIafJtl•.�'� __-.-.----- y M\vc l6 V\P� K6UL6(L _ NG APPROVAL LUAITED TO R�PIRAA,I . SITE L?fl411!JG719N_Na:. ' ➢ON6T.�fREtY ZgS3:Rovrr; l3� V,Ntiy��n l�nn FACTORY BUILT PORTION �q1�. <:•.W ' rtAM6; S{alaD 1, 1 ti fiEM510N ffATE 1-utR 13 2001 jl NOTL�S OEI}IQtJER1;fl(l9 J at vt ,uuuunn .....�f>PIIU GO... ....t Ispf31N ,Si-TANDA �y .vvvTT,�\IlOFJ1Ay�4'• .. a DIF TA.JL ..RJ A.._.. y yyT t STEI, - • .i I Modulo I IUI IIn II1C - 1V FACTORY ElI1LTPORTIOP • :. P1lnE1,,_�i�JY 4 �'SRf;':;.:y,; y ���-_ tj • >.;' Westcheste CIIF.Cx DATE r 30 ReaOana lalll f I "+WWIIIDA WO® flow g �9iA)RA)-R9A8Tel (914)832-9400 Fax cfJgN�Oo s' CNA�E� 4s"103� We, MARGARET H. LLOYD and AUSTIN M. SHEHEEN. JR. , bat cf South Carolina, and H. GATES LLOTD, III of 8averford, Pennsylvania, Tr.s:erg of THE RiCHARD W. LLOYD- COTUIT TRUST under an Indenture of Irust aster f January 20, 1988 and filed in the Barnstable Registry District of the :-and Court as Document No. 457,48.1, for consideration paid and in consideration of 0:N£_ .0D 00/100ths ($1.00) DOLLAR, grant to MARGARET L. KEGLER of 801 ti.;. 1 175th Street, Seattle, Washington 98177, with QUITCLAIM COVE2NA TS a certain j i I parcel of land together with any buildings and improvements thereon situated j I on Pine Ridge Road in the Village of Cotuit, in the Town and County of Barn- stable, Massachusetts, and shown as LOT 52 on Land Court Plan 11542-4 dated January 7, 1984, drawn by Baxter & Nye, Inc., Registered Land Surveyors, and filed in the Land Registration Office in Boston, a copy of which is filed ,in the Barnstable Registry District. Said Lot 52 is conveyed together with a walking right of way in f common with all others now or hereafter entitled thereto over a fifteen (15') foot right of way being the southerly fifteen (15') feet of Lot 50 on said plan adjoining Lot 51. There is appurtenant to said lot the right to use Pine Ridge Road, I I Vineyard Road, Sailey Road and the County Road as shown on the plans in this case number to be used in cocoon with others who are now or may hereafter be entitled thereto. So much of said lot as is included within the limits of said Pine Ridge Road and Vineyard Road is subject to the rights of all persons lawfully I entitled thereto is and over the same. II ' f —ER A SCHILLING ATT04149Vi AT LA* ' A,R MAIN STRtrr ' 0 1OII AJf )VERVILL[. MART oau.00�s Said lot is subject to the restrictions set forth ir. rcc=en: 133,603, said restrictions to remain in force and effect for are thirty (30) years fr(,m August 13, 1969. Said lot is subject to an easement in favor of the New Ezglazd Telephone and Telegraph Co. et al dated May 16, 1969 and recorded as No. 130,201. For title, see Certificate of Title No. 114163 issued by the I Barnstable Registry District of the Land Court. WITNESS our hands and seals this 13 - day of Margare . Lloyd, Trustee of The dchlrd W. Lloyd Cotuit Trust A" Austin M. Sheheen, Jr., Trustee of i The Richard W. Lloyd Cotuit bust j fi H. Gates Lloyd, II Trustee of The Richard W. Lloyd Cotuit Trust COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. /f r3 f 13 9� 19O i Then personally appeared the above-named MARGARET•R."'UM and acknowledged the foregoing instrument to be her free aCt�4 *i , Trustee, before me, ,.. • • .i4� iubiic My commission expires: / LGER s SCHILUNG •. ATT04MCT7 AT Uw I . 0 told .:, 'JSTI•YILC. Y►ss. 1 aaess-0003 STATE OF SOUTH CAROLINA � I l�E7�.f ss. Av yuSr,ZCxt. = Gov✓ Th n personally appeared the aforenamed A;;STI` X. SEEH77' acknowledged the foregoing instrument to tie his free act and deed, as Tr.:::ee. L_c _ Se Nctary My commission expires: ss. Then personally appeared the aforenamed H. GATES LLOTD, III and acknowledged the foregoing instrument to be his free act and deed, as Trustee, before so, Notary Public My commission expires: 1 (� ALAN PKESUT, R.. State of NY County • Expires„/38/ � Y APrft'0m ,A F;zwTpAT,0M ; I CiER Q SCHILLING IL rTORNETS AT LAW ^, A 860 MAIN STREET I ITERVILLE. MASS. I I OS�97-OOA7 - I I 1 1 j 1 Amnon i it i, Kumw ■. LWRD.ef e+.li.a: >farth carota.. imiitidrelly. and. aw vidov of Richard V. Lloyd. sad aF Trustee of The Richard Y. Lloyd Cotalt Trust,= certify that all of the beneficiaries of said Tht Richard N. Lloyd Cotuit Trust It 4 have assented to the foll.owf" transfent Lot 46 w Lend Card Plan 11542-4 to 0. H. Perry Lloyd, Lot 50 on Land Court Plan 11542-4 to Richard W. Lloyd. E I Jr. and Lot 52 on Land Court Plan 11542-4 to Margaret L. reuler, and I furtbar certify that all of said arantsxa are children of aloe and of Richard Y. Lloyd, and are of full age. WITUSS my bsW and anal this b day of September, 1940. Kargaret Lloyd . C�4'ID14uEALTfl OT MS3AC809E'i7S Barnstable, es. September Then parsonally appeared the above-named HAVARET S. LLM and a&& oath that the ferepingi•eff4dacic arbs�'.rihsd lPg,Lac. is ttue, bafote„alta '`' ''• t aittsLaw ==pima: BARNS T ._ ,�• '+ ►s'�'�'•�*`,v�•;.:..y� _ R�`. I AB1E G®LINTY ALGER a acH1LWN* Rit( fCjDYh��/�/��E 1y'� _ .Y ATTORNEY.AT LAW 3?"'{ni_riOf~T.A TES , .- _ •J• + �; ff,MAIN FTRQT OfTERYILLE•MAIN. JOHN F.MEADE,RE 1STER y -- Of,ff00.f 'a pqlo O 'y W /y W - cc J1 115424 SUBDIVISION PLAW,00 LAND. IN BARNSTABIE t N -Baxter & Nye Inc`: , Surveyors January 7, 1984•r W C.B. 0.32 :. East oiF 28 s P•c:—_ No.11542w 39 �`�' POPNo.2p553 Plan No./> `1 Cerf. //542 i Cert No. . . Plop 8771 ert NO. 0 f DUE EAST R pA D .. r 148.52 . 2,30 / q2Z R; 3 86��, AQ00� 1 � l �� •hoi \p � 3 ,1. 48 ti co �� boo• o � ' 4.9 , A �o �N, 4yti1 moo, /0.00- M 146- NO.— oqr 1 'so BA/LEY o C.B s8�� b p off. C8.c ROAD a .. 392o"E SO qa�; a► o 4 O /S,O :° J. s b o w fp03 2 00 ,� w ->52 ov 00 06 y0 Al 0,106 e �5� TgO�K'io' IPiZ00 a 8�7� a i \ � • Cer�•N a. Q�G �o o. � 24 A. NN Subdivision of Lot 42 aro Shown on Plan 11542-1 Z A Filed with Cert. of Title No. 46849 Registry District of Barnstable County Separate certificates of title maybe issued for land • Abutters. are shown, as shown hereon as,.1-0s.48. T:hr.ough 52:f..:........... 1 on original decree plan. 8y the Court. R I copy of part of plan. ,+ filed in . 14 LAND REGISTRATION OFFICE- 7 4n/965 . ....... . ...... , ...... ... 0C la feet o •• • Scale of this p /60• t_an.inch OCT 4•/985. R@CO er.' 4ou/sA..Modre,EngiheerforaP r ; Book 996 Page 74 �� Doc. No. 515,051 Ctf. No. 121634 TRANSFER CERTIFICATE"`OF TITLE,,' From Transfer Certificate No. 114163 Originally Registered. May 6, 1988, in Registration Book 934 Page 43 for the Registry District of Barnstable County. THIS IS TO CERTIFY that Margaret L. Keuler,r�of° 801 N.W. 175th Street, Seattle, Wash- ington 98177, is the owner(s) in fee simple of that land situated in Barnstable] a in the County of Barnstable an&'Commonwealth'Tof Massachusetts, bounded and described as follows: LOT 52"' PLAN 11542-4 s Said land is subject to and,.has..the benefit of the easements, re- strictions and rights as set forth or referred to, in Certificate of Title No. 8771, so far as now in force and applicable. There is appurtenant to said land the right to use Pine Ridge Road, Vineyard Road, Bailey Road and the County Road as shown on the plans in this case number to be used-in common with others who 'are now or may hereafter be entitled thereto. So much of said land as is included within the limits of said Pine Ridge Road and Vineyard Road is subject to, the rights of all persons lawfully enti- tled thereto in and .over .the same. Said land is subject to the Trestiictions' set forth in Document No. 133,603, said restrictions to remain in force and, effect for a period of thirty (30) years from.August 13, 1969,., Said land is subject to the ,.rights granted in.an easement given to the New England Telephone & Telegraph Company%et al, dated May' 16, 1969 being Docu- ment No. 130,201. :>#. Said land.-.has ;the benefit of the walking, `right of way as set forth in Document No. 515,051. And it is further certified that said land is under the operation and provi- sions of Chapter 185 of the General Laws, and that the title of said Margaret L. Keuler to said land is registered under said Chapter, .subject', however, to any of the encum- brances mentioned in Section forty-six of said`Chapter, which may be subsisting. WITNESS, JOHN E. FENTON, JR., Chief Justice of the Land Court, at Barnstable, in said County'of'Barnstable,' the fourth day of October in the year nineteen hundred and ninety, at ll .o'clock'and 19 minutes. Attest, with the Seal of said Court, JOHN F. MEADE,. Assistant Recorder. Land Court Case No. 11542 MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE 12163j, DATE OF INSTRUMENT DOCUMENT SIGNATURE OF NUMBER KIND RUNNING IN FAVOR OF TERMS DATE AND TIME ASSISTANT RECORDER DISCHARC`E OF REGISTRATION S BARNSTA13LE COUN REGISTR OF DEEDS K A TRUE COPY,ATTEST JOHN F.MEA E,REr319TEF� �I i t IiAJ(J w 6gl ARGEO PAUL CELLUCC) ` p&ce,- ROOI ,301 KENT'ARO TSUTSUMI Governor �y ditaw, 0 2�Os Chairman JANE SWIFT c/J THOMAS L.ROGERS Lieutenant Governor Administrator TEL.-(-617) 727-7532 PAX: (617) 227-1754 JANE PERLOV secretary- June 15, 2000 Westchester Modular Homes, Inc. 30 Reagans Mill Rd Wingdale,NY 12594 RE: Annual Re-Certification in the Massachusetts Manufactured Building Program it _ •. To Whore It May Concern: I. This letter is-to confirm that your certificate in the Massachusetts Manufactured Building Program has been renewed for the period of July 1, 2000 through April 30, 2001. _ This renewal is contingent upon compliance with all previously listed conditions pP a our of approval, and compliance with the provisions of the Massachusetts State . y Building Code, Electrical Code, and Fuel/Gas Code. �.� A4i Thomas L. Rogers Administrator cc: MA Board of Examiners of Plumbers and Gas Fitters MA Board of Examiners of Electricians Tnn Fm gwnli NH'fnanw NRISHHOISam H99 U? tT6 XVH £0:tT IM 00/9T/80 4((=; 10/17/00 TUF. 12:57 FAX 91.4 832 6698 WESTCHFSTER MODULAR HOME Z 002 PFS PFS Corporation 2402 DANIELS STREET MADISON, WISCONSIN 53718 TELEPHONE: (608) 221-3361 . FAX: (608) 221-2084 BUILDING SYSTEM ACCEPTANCE REPORT NO. 9�-579 . 1. TYPE OF ACCEPTANCE Date of Acceptance January 19. 1999 Expiration Date January 19. 2001 _ original Acceptance Report No. 86-579 Mill No. NIA 2. IDENTIFICATION Manufacturer Westchester Modular Homes, Inc._ Telepbor_e No. 914.-832-9400 Address 30 Reagans Mill Road - Wingdale, New York 12594 _ Inspection Agency PFS Corporation - 401 South Market Street - Bloomsburg, PA 17815 _ 3.' DOCUMENTS SUBMITTED System Plans (Date Stamped 3/24/88 ) Description Systems Drawings Sheets 1 thru 16 I Calculations (Date Stamped 3/30/94 ) Calculation Manual Sections 1 thru _ 12 { 1 E I Quality Assurance Manual (Date Stamped 6/21196 �) ; { Ouality Assurance Manual Section 1 thru 14 I , I i 4. DESCRIPTION OF MANUFACTURED BUILDING OR PANELIZED SYSTEM I A. Occupancy: X One & Two Family Detached X Other (Specify) Multi-family E B. Type of construction (Classification) Light wood frame - Combustible i `( C. Type of Systems Factory built dwelling consisting of 20' to 281 wide modules ` (nominal) in lengths of 241 through 601 (nominal)-- in ranches, raised ranches,_____ M{{ � E Capes, two sto,K1_s_plit levels tees ells and duplexes. f � r 5. APPLICABLE CODES OR STANDARDS See attached State Code Building Sheet Approved in PA NJ NY CT NH VT MA ME and IBC. 1 i 6. LIMITATIONS OF ACCEPTANCE (If Any) Building System Acceptance Report based upon _ I f review of documents submitted (Section 3 of application) .- Plans for each individual j unit will be submitted for- review and acceptance prior to construction All site work shall be inspected by the local building official I This is a Building System Acceptance Only. For manufactured buildings to be certified, an accepted concurrent QA Program is also required. { PF Co ora n( Manufactured - Par b :/' Reviewed by: Accept d by: ( Richard L. Wenner, P.E., James A. Rothman, P.E. Name vice President t 22 = Sr. vice President-S Title � iGuieEzui6 lJ.raj-�K i{ Date Signed AP Date Sicmed Date' Signed 1S/c,1 9 4/16/99 bl 30 4 ESTCHESTE R M70DULAR HOMES, WC. Set Manual Authorized Builder: RDA Inc. d/b/a Realty Development Associates 298 Route 130 Sandwich, MA 02563 (508) 888-4212 / 946-3572 } INDEX i 14 . 0 INSTALLATION/ERECTION PROCEDURES 14 . 1 General Procedures 14 . 1 . 1 Site Installation and Erection 14 , 1 , 2 Finishing Sequence 14 . 1 . 3 Site Preparation 14 . 1 . 4 Foundation 14 .2 Erection Instructions 14 .2 , 1 Crane Setting 14 .2 .2 Lifting Rig 14 .2 , 3 Data Plates and State Seals 14 .3 Set-Up Instructions 14 . 3 . 1 Module-to-Module Assembly 14 . 3 . 2 Siding Skirt Trim 14 . 3, 3 Gable Siding 14 , 3. 4 Guttering and Downspouts 14 , 3, 5 , Painting 14 . 2 , 6 Insulation 14 . 3 . 7 Electrical Connections 14. 3. 8 Plumbing Connections 14 , 3. 9 Attached Garage Detail 14 . 4 Mechanical Hookups 14 . 4 . 1 Plumbing 14 . 4 . 2 Electrical 14 . 4 . 3 Garage Doors 14 . 4 , 4 Heat Pump 14 . 5 Supplemental Information 14 . 5. 1 Erection Options 14 . 5.2 Erection Equipment Needed 14 . 5 .3 WMH Set Number System 14. 5. 4 Model Description 14. 5. 5 Builder' s Certification of Erection Acceptance 14 . 6 Miscellaneous Revisions 1 14 . 0 INSTALLATION/ERECTION PROCEDURES 14 . 1 General Procedures 14 . 1 . 1 Site Installation and Er ection ' The following information is intended to outline steps necessary to complete the field Installation of Westchester Modular Homes . A complete set on installation instructions will accompany each home , Because installation work will Vary with Individual models, the installer must review the construction drawings for each building involved, Connection details and system interconnection requirements will be shown on the construction drawings and are to be used in conJunction with related information outlined In these procedures . Advance planning for the arrival and locating of crane and module transporter units will allow for minimal installation time requirements , Individual builders, site conditions, weather and availability of utilities for heat and Power tools will vary the exact sequence in which the. finishing work' is to be completed, First efforts should be directed toward weather- proofing, the units as soon as possible . Afterwards ,, make all electrical connections at the two Junction boxes and turn on the electrical power , Heat can be turned on as soon as structural . and plumbing connections have been completed, Basement and garage floors should be poured Prior to delivery of the units to allow early completion of basement stairways and easier unit and garage erection , Unpoured floors Increase reaching distances and make setting operations more dangerous and difficult. Unpoured garage floors make the setting of two-car garage headers most difficult for builders because of beam height. Therefore, it is suggested that the foundation be ready for set when the house goes into production . 14 . 1 .2 Fi nishing Sequence q uen ce a . Basement or crawl space cleared of standing water and dried out, crawl space vapor barrier installed. b, Set and level modules and secure posts In proper position - basement. c . Weatherproof units, ceiling ties installed and braces nailed - roof shingled - vent cap installed at peak of roof . d. Insulation . packed into center wall as required, e. Units bolted together before inside trimming started. f. Electrical connection made between units . g. Utilities connected - electric, gas and water, (ASAP) h . Heat ducts installed, 4 1 , Plumbing stacks installed and couplings , connected, J . Carpeting seamed. k, Inside trim completed and doors adJusted. l ,_ Drywall Patched, sanded and painted . m. finish siding on gables and front-back. - . n, ` Exterior trim installed and painted . o, Gutter and downspouts installed. P. Exterior site work. 14 . 1 .3 Site Preparation For Delivery And Erection Delivery included tow tractor, trailer, ,flag car, transport permits and cargo insurance . Rates for each haul will be predetermined. It does not Include tow costs at site. Each trailer is allotted two hours unloading time at the site after which, waiting time will be charged to the pruchaser , i 14, 1 ,3 (con' t) Westchester Modular Homes assumes no liability for damage to basement walls that are not shored properly , It is the builder' s obligation to shore and backfill , a. The builder must provide adequate access to the site and a satisfactory unloading area , 1 . Entrance to site and unloading area must not slope more than 12" in 20' (See Fig , 1 ) , The access and delivery area must be compacted or undisturbed soil and smoothly graded b --- . (Ll1 lW FIGURE 1 Ditch 2 , Trees, shrubs and wires must be removed to allow access for the trailers and modules 3 . Tow- in costs are the customer' s respon- sibility, This includes idle crew labor costs while waiting for adequate tow- in equipments to arrive ; b, , The unloading area (usually the front of the house: must also be level and compacted or undisturbed soil with adequate clearance for the crane and all module units . It must also provide the installatl( crew ample room to work in safety. c, -All access roads to the Job site must also be compacted or undisturbed soil , be smoothly graded, and have a clearance width of 17' with a clearance height of 15' , and allow maneuvering of the crane , -The crane operator should be contacted ahead of delivery to visit the site and assure he has no Problems with operation of his equipment_ for its intended use, FOUNDATION 101 i- Typical Crane Location i 1 i I Typical Modular Location 1 I FIGURE 2 Typical Conditions for Crane Erection d, Positioning the second or additional itional house section can be accomplished with the use of a dozer or loader which can also be used to stack and move transporter frames for the return trip to the plant. 14 , 1 , 4 Foundation A modular home cannot be positioned on a foundation that Is not accurately built, It is critical that the foundation be checked for length, width, squareness , and plumb, If the foundation is not correct, it must be corrected to allow for mating of the house to the foundation, The units cannot be changed in shape by twisting and racking to fit a foundation that is not corre ct , Required heights of founda tion ,anon , walls and Piers or basement beam columns must be checked to allow for accurate positioning of the unit . Refer i 14 , 1 , 4 Foundation (cont'd) to the construction prints for support spacing and all dimensions , , a. Check foundation for size and triangulate for squareness , Top of the foundation must be straight and level , center piers for crawl houses must be 11 ' above the side of end walls . Level 00/1 Pier Side Wall 'j\ Foot in ' 4•• ' ' " 'r== Footing FIGURE 3 If the top of foundation is out of level or has high and low spots, the house will settle to conform to these conditions, causing drywall cracks , binding doors and windows . 1 , Diagonal : Maximum variation ± 2 . Level : Maximum out of level P j 3 . Westchester Modular domes can refuse to set a house on a foundation it feels in inadequate. 4 . Westchester will not be liable for damages to the foundation or module resulting from foundations not prepared according to prints , 5. -The customer is responsible and will be invoiced _ for delays caused by improperly prepared foundations , 6. Basement floors should be poured prior to setting the house but if they are not poured concrete support footings must be installed, A` the basement must be drained and a satis- factory surface provided for lifting lacks , 7. If exposed basement walls are to be used, one wall , full or half, can be wood framed. Consult factory for extra charges and construction requirements , 14 . 1 , 4 Foundation (cont'd) When in doubt about site conditions or requirement, the services of our field coordinator are available for site inspection and advice, This option is listed on the price sheet. The customer will be charged with delays resulting from 9 Y g non-compliance with setting requirements . 14 ,2 , 1 Crane Setting (cont'd) d, Remove protective weatherproofing and wood strips from centerwaII and overhangs (weather permitting) , being sure to pull all proJecting nails which may keep units apart,- e , "A" side of home is the kitchen , bath side (wet half) , "B" side of house is the living room side . Center bearing wall may be split bearing wall , each half has a 2" wall and simply butt each other . Two story first floor mate walls will be full 2x3 or 2x4 construction , f , Sill Plate or Mud Sill 2 x sill plates are shipped with every unit. (See foundation drawing for layout) , These must be fastened with anchor straps or foundation bolts set by builder . Plates must be put down over supplied sill seal material , CAUTION : Make sure that nuts are countersunk and anchor bolts do not extend more than 11" above top of foundation so that protruding ends do not interfere with module box , Counter 2x Sill Plate Sunk Nut — Anchor Strap Sill Sealer . d . d. Pour Foundation • ' or Solid Masonry D Anchor Bol a D . (Top Course) . , FIGURE 5 s 14,2 , 1 Crane Setting (cont'd) g, The foundation dimensions are one inch smaller than the actual unit, This is to allow for any out of square adjustments that must be made , It is suggested that the sill plates be laid on the foundation square and to the actual dimensions of the unit , TYPICAL PLATE LAYOUT 2 x 8 2 x 4 2 x 4 2 x 8 FIGURE 6 h , See Knee Wall Details for installation instructions , i . Remove small wedges in sill plate with saw approxidmately 12" wide on small side , The number of wedge cuts will depend on the type of sling and number of straps on sling. The reason for the wedge cuts is sill plate is so that straps can be removed as each half is set, Foundation Sill Plate Slide 14edge Out And Replace . Once big Unit is Set — Approximate y�J Quarter Points FIGURE 7 J . Type of sling to be used is constractor' s option, 14 , 2 Erection Instructions 14 ,2, 1 Crane Setting a, Level site to grade, this will allow halves to be spotted at a location that is sufficient to crane the home on the foundation without being re- Positioned, b. Individual module weights vary depending on length. and amount of finishing material packed in unit , Generally, a 46' unit weighs from 8 to 10 tons thus a 35 ton crane is recommended as a minimum for setting modules . A 35 ton crane has a maximum q safe distance from the boom foot (20' boom) to the lift point center of the spreader bar of 30 feet (measured horizontally) , 60 ton maximum distance Is 45' . This makes backfilling and close trans- porter ' placement important, c , Under ideal conditions with a 35 ton crane, Position crane near front center of foundation at approximately 900 to foundation, Place trans- Porters at approximately 450 to crane , one each side, exterior walls per drawing, and start with back module first (A) , This will avoid having boom or spreader frame over unit not yet set, and not having to lift over any unit, A Outside A B J Outside .•[� Ideal Crane and Modular Locations . See Figure 2 for Typical FIGURE 4 i _ZztiC�_I SILL• S F�.L�IZ 1 mr41Ov-Vol-IT _ . a�_5TP-Ai' .. 4oNc2�TE i'SL�Kk 4MMDa.T10N WALL. '1161U•.P 2x8 .S ILL PLATE � _.. .Llyb� JOIST . • `Tb.$E MIN. $!"q�G ANb- .M�xIMUM t' �I�M GokN�t�s 14.2. 2 Lifting Rig (Cradle) Instructions The cradle used to erect each modular unit should be constructed so that it is capable of telescoping to conform to both width and length of the modular units being set, Straps or Cables should be used to under- sling the modular unit to the cradle, Straps should be plumb from .the notch on the box sill of the modular unit to the point of connection onto the cradle, out- ward pressure should be applied to both sides of each strap as the crane begins to pick up the modular unit to prevent siding damage and insure that the modular unit 'remains centered on the straps , During the craning operation, it is essential that the bottom of each modular unit remain level to avoid lateral stress on exterior walls which can rack the modular unit and prevent proper alignment when the sections are Joined together. Unit "A" should be set on the center line but raised (or tilted) at the center point, Jacks should be Placed as close to the beam columns or piers to raise the center portion and near each side of the foundation. JACK LOCATION `- O p COLUMNS LOWER UNITS TOGETHER v FIGURE 8 Run a line from front to back to get proper height on columns , 14 ,2 ,3 Data Plates and State Seals a, P, F , D, and State Seals : 1 , LOCATION OF U . S. LABEL AND STATE SEAL IS UNDER THE KITCHEN SINK ON THE SIDE OF THE CABINET, OR ON EACH MODULE AS REQUIRED BY THE INDIVIDUAL STATE, CAUTION: DO NOT ALTER, DEFACE OR REMOVE LABELS j OR DATA PLATE UNDER ANY CIRCUMSTANCES M 14 . 3 Set-Up Instructions 14 . 3. 1 Module-to-Module Assembly a. Hinged Roof Erection: 1 . While house sections are still resting on transport trailers , raise hinged roof section With loop straps ( installed) . As roof is raising, pull knee wall out with rope (attached) (See attached details for removing of weather seal at hinged overhang (page 13A) , CAUTION: DO NOT RAISE ROOF ABOVE PLANE OF FIXED ROOF SECTION AS THIS COULD DAMAGE HINGED TRUSS PLATES AND PLYWOOD SHEATHING ! ! ! 2 , Once hinged roof section is fully extended and knee wall is resting firmly on the end vertical of the truss, make connection at top and base of knee wall . Pivot top chord exten- sion in line with rafter and complete fastening to rafter,. In addition, nail plywood overlap from lift-up portion of roof to fixed portion at 24" o, c , CAUTION: FAILURE TO NAIL PLYWOOD TO FIXED PORTION OF TRUSS WILL RESULT IN A WEAKENED ROOF CONDITION AND CREATE A DANGEROUS AND UNSIGHTLY RIDGE ACROSS ROOF! 3, Set and fasten gable insert panels , 4. Install balance of roof shingles , ridge caps and ridge vents (supplied) , b, Overhang Box Finishing' (To be completed after unit Is set, ) 1 . Aouse with Hinged Soffit Overhang Panels . (a) Hinged overhang section to be lowered Into place, after the units have been - set, being careful not to drop, as this could rip off hinges causing damage , Nail roof plywood section to each truss with one (1 ) 10d common nail , Nail ex- Posed frieze board of overhang section to each wall, stud with two (2) 10 nails, not to exceed at 24" o, c , i b, Overhang Box Finishing (cont'd) (b) Smooth out plant applied felt paper at roof deck Joint, (c) Feather in two or three rows of shingles between plant applied rows of shingles , c. Unbolt frame (or carrier) from home , d, . Attach sling to crane and lower over "A" half , Place straps (or bands) to match unit and attach to spreader . Caution, before lifting sling, .check for clearances of straps . If straps will touch aluminum siding or any part of home that can be damaged, block straps away from house at appropriate locations with 2 x Vs . Spreader Bar 2 x 4 Block Lifting strap p 2 x 4 Block FIGURE 9 CAUTION: Be sure straps are not twisted and tha t all straps are vertical . Try not to have straps under roorways or windows to minimize cracking, e. Tighten rigging and banding and lift unit slightly; check all bands and rigging for even tension , If Possible, try to achieve slight tilt of floor from outside wall up to center wall during setting, This will ease final placement on -centerpoint ; marks -of foundation and line up unit at outside wall , f, To set home exactly square on foundation, mark the center line of each end wall on sill plate and Place half "A" to these alignment marks , b, Overhang Box Finishing (cont'd) g, Place basement lolly column Jacks with - 1 of the support plate to be under the center beam of each halt of house , ;- ---------------------- LALLY COLUMN FIGURE 10 h, Unhook sling and remove straps through wedge cuts In sill plates , i . Next, spot "B" half of house at same location where "A" was spotted, J . Attach sling to crane and lower over "B" half , Now, Place straps (or bands ) to match sling under home and attach to sling. Caution: before lifting sling, check for clearances of straps , If straps will touch aluminum siding or any part of the house that can be damaged, block straps away from house at appropriate locations with 2x4' s , - k. After both halves are set into the proper position and aligned, the resulting center beam may be drilled and bolted (see set-up instructions) , I . Pr4or to installing soffit, nail overhang into wall section of house to secure , (See set-up insgtructions 14,3, 1 , b) , m, Ranch/Split 1 . . After house has been set on foundation, draw sections together and bolt thru center box sills using I x 8" machine bolts (supplied) , These bolts to be staggered approximately 4/0 o, c , Do not draw tight until all openings have been aligned, . b, Overhang Box Finishing (cont'd) m, Ranch/Split (cont'd) 2 , Secure floor system to sill plates using 16d common nails (supplied) approximately 16" o, c, See Figure 10 , 3, Models are provided with valley roof sections which must be field installed, See Valley Set Instructions , page 18 , n, Split-Level Erection : Generally procedures are identical to ranch/split foyer erection with following special procedures or sequences followed, 1 , It is suggested that the lower modules be placed on foundation first. Align the units with the knee wall at .the front. This will allow for Proper tie in of siding and/or brick. It is Important that mod ule "A" be set in its r p ecise location, since the upper modules must butt to it and the stair well must line up, The module "B" is set, Just as usual with ranch houses, tilt- ing modules from center outward with 2" x 8" x 8 Modules "A" and "B" should be bolted underneath by erection crew while others prepare modules "C" and D for setting, Once tilt blocks have been removed from the "A" and "B" modules , then proceed with Standard Ranch erection procedures on modules '"C" and "Bit, only being careful to mate both "A" and "B" modules to "D", as well as to each other , c A B p Knee Wall Line Up FIGURE 11 b, Overhang Box Finishing (cont'd) (Four Section Split Level (cont'd) CAUTION: FAILURE TO FOLLOW THIS PROCEDURE PRIOR TO SETTING BEDROOM SECTION ON FOUNDATION WILL RESULT IN IMPROPER ALIGNMENT OF SECTIONS, ROOF AND OVERHANGS! ! ! o, Four Section Two Story Models : 1 , Set first floor sections - "A" and "B" on foundation as outlined previously; bolt the floor box sills together wIt• h I x 8 machine bolts (supplied) at 4/0 o. c , 2 , Next, set the second story section. (unit "C") making certain that the stairwell opening aligns properly between first and second story sections and allows for field installation of trim between sections . Set the next second story section (unit "D") insuring Proper alignment of exterior walls and interior openings , Toe-nail box sills together with 16d common n8ils where exposed along floor between two (2) second story sections and install sheathing around exterior perimeter of the first story and second story sills . The sheathing must be glued and nailed, P. After Units Have Been Set Together : 1 , Set gable end panels into place, The roof may need ' to be slightly lifted to allow gable panel to be set , 2 . Install one layer 15# felt paper over ridge , 3. Instail three _ (3) rows of asphalt shingles on each side of peak. 4. Cut felt and shingles at peak to keep open 3" air space for attic ventilation, 5. Install vent-a-ridge metal cap at roof peak -- making sure that the end caps are installed at each end of vent-a=ridge, 6, .Install roof caps as needed, P. After Units Have Been Set Together (cont'd) 7, The modular unit is to be securely toenailed to the mud sill using 16d nails spaced 16" o. c , around the Perimeter of the unit, 16d Toe-Nailed 16" o.c. Place Bead of Adhesive Shim as Required FIGURE 12 Q. Instructions on Valley Installation 1 , The prebuilt valley will be built in two halves with a 1 x 4 ridge pole on both havels w/24" centers laved out from small end, 2 . Level a line from the ridge of the small cube to a point on the roof and mark this point. 3, Measure from the ridge to the point on the roof and cut the ridge pole to this dimension. The 1 x 6 Plate will have to be cut off even with the ridge pole , 3 . Measure from the ridge to the point on the roof and cut the ridge pole to this dimension. The 1 x 6 plate will have to be cut off even with the ridge pole, 4 . Set one-half of the valley on the roof so that the ridge pole is in line with the ridge on the small cube, 5. Level the ridge pole up with the small cube , More may have to be cut off the 1 x 4 to achieve level and cut 1 x 6 the same, 6. Shim the valley so that the top of valley rafters are level with the top of rafters on the small q, Instructions on Valley Installation. (cont' d) cube and nail in place , 7. The edge of the 1 x 6 will be 2" + under the valley line to allow for the plywood extension, 8. Use steps 3 thru 7 to set the other half of the valley, 14 ,3 ,2 Siding Skirt Trim Siding Is to be applied in the following manner depending on' whether it is vertical or horizontal , Remove 'shipping clip installed with double head nail , Nail starter strip (supplied) onto sill plate as shown , Slide siding along bottom edge of factory installed siding and starter strip. Install starter strip and sub corners on ends of house and complete siding by conventional method, Corners snap over the sub corners , Factory Applied Siding Field Applied Sheathing Field Applied Strip Siding Row Shim for Proper Alienment Starter Strip FIGURE 13 14 . 3. 3 Gable Siding Siding on the gabled ends is installed from the bottom up. Alum. Trim -9 Gable FIGURE 14 14 . 3. 4 WHEN GUTTERING AND DOWNSPOUTS ARE SNIPPED LOSE. Once over- hangs have been secured and siding finished, install gutter and downspouts (See Sketch) , Tie to house with clincher bands and seal all Joints in gutter with butyl caulk In house package . Garage guttering is also applied In the field in the same manner as on house at front and rear or garage , Alum. W channel — -- . *Vented Alum. Soffi * Alum. Gutter Seal Joint -T- Alum. Fascia *Strap fastened to wall top and bottom *Alum. Downspout *Field FIGURE 15 14 . 3. 5 PAINTING of raw surfaces is the last sequence for completing exterior finish, If a garage Is included in the unit Package --- exterior painting will be done after garage erection and completion, (See section on garage finish) , The use of prefinished fascia and soffit has minimized exterior painting responsibilities , The following points will need painting or touchup, a, Decorative porch posts and porch soffit , b. Front door Jambs and brick mold trim adjustment, Nail holes should be puttied before painting, c . Siding frieze or band boards around house (special elevations) , d. Windows and doors need caulking at. siding gap next to trim mold (window panels need touchup) , e . General touchup on spots bruised during erection and delivery, f. Soffit under floor of overhang, i . e, floor overhang of Split Entry Model , 14 . 3 . 6 Insulation Important - After the modules are set, insulation should be stuffed into space between (1 ) floor 2 x 8' of built-up beam, (2) in the crack between modules at all doorway openings of the common wall , .(3) in the crack between modules at both gable end walls,. (4) in the crack between ceiling rim Joints at the common wall , This is necessary to prevent air blowing from the attic between the units and into living areas of the modules , Adhesive will also be applied to seal these Joints. Interior trim should follow this sequence after insulation and adhesive seal has been complete at all center doorway cracks between .modules - (Jamb, header, threshold) and modules are structurally tied together -.at floor and ceiling, a. Draw center wall sections of each cube together with "C". clamps or gluing clamps . Tie doorway cripple studs together, using 3/4" perforated banding to achieve correct wall thickness . 14 , 3, 6 Insulation (cont'd) f. Bi-Fold door openings at mate walls are to be trimmed using the following detail , Attach Base Mould- -----� ing continuously around opening El 9- - FIGURE. 16 g, Finish drywall cracks by raking 1/8" groove out of all cracks, applying drywall Joint compound and In some Instances, drywall tape. Top all cracks and feather edges at least 4" either side of crack. After drying, sand and paint to match wall textures , CAUTION: Special Paint is sprayed and rolled on walls during plant finishing, This creates a unique pattern wall paint finish , Touch up carefully, Corner cracks can, in some instances, be corrected with the application of caulking and repainted, NOTE: Sufficient paint from the dye lot used in the Plant finishing is shipped with the house. If this Paint is allowed to freeze, matching paint will be difficult, Age and accumulated airborne dirt on paint will make matching of paint difficult in later repairs and entire walls may have to be painted for correct appear- ance. Therefore, be sure to retain all paint left from finishing operations , h, Some models require wood trim boxing at openings or ceiling and walls , - This trim is painted, After installation, caulk nail heads with latex caulks then touchup. Arches are to have Jambs J set and cased,. i . Basement and Split models require site installation of stairs. (For details on these, see Drawing on next page, ) Be sure to n i stall basement stair light git for proper lighting of stairwell , install the vinyl threshold at top of stairs and install handrail , Field Install Rake Rail I, Rise- B Sta NOTE: Field Frame Rake • P.F. Hang it Wall Between Stairs IN4 from Basement Floor to top of Stair Stringer j Box St r - FIGURE 17 SPLIT ENTRY STAIR Pre Finished Handrail Z BEDROOM LEVEL - LIVING ROOM 7 Rise LEVEL Box Staij� , h 6 Rise r' e Box Stair H FIGURE 18 SPLIT LEVEL STAIR Primed Handrail z z FIGURE 19 ; ► 12 Rise � Box Stair e ►. MtU. I f BASEMENT STAIR BASEMENT STAIR j , All doors and windows should be checked to be sure they open and close correctly. If doors will not latch, striker plates may need to be adjusted. If bi-fold doors bind on carpet, adjusting and leveling screws need to be adjusted, Cracks between bi-fold doors and other doors and jambs should be equal at any point, Bl-fold door track pin adjustments and hinge screw adjust- ment must be made for proper appearance and function, 14 , 3 , 7 Electrical Connections a, General Connections 1 , Connections between modular sections to be made in Junction boxes in attic or basement space adjacent to ceiling access panel . Wiring to be spliced is Identified for proper connection, b, Crawl Space 1 , - Crawl space house has panel box with breakers Installed and prewired with close nipple thru outside wall for connection of meter cabinet, 2 . Bonding cable is supplied but service entrance cable Is not. Hot water tank wiring is not connected within panel box tO Drevent elements from burning out should 14 , 3, 7 Electrical Connections (cont'd) b, Crawl Space (cont'd) Power be applied prior to filling tank with water and bleeding all water lines . Not water heater elements are not guaranteed, c , Two Story Electrical Connection 1 , Two story electrical connections are made within Junction boxes for first and second story and are shown on plans , d, Basement 1 , Basement house. has panel box and breakers shipped loose, with wiring cables dropped under floor of sufficient length to install panel in basement, where shown on basement circuits . The prewired panel box as for crawl house, is optional on basement models , 14 , 3 , 8 Plumbing Connections a , Plumbing Connections 1 , Wall waste, vents and water pipes ae stubbed out within floor system. These must be connected togethe and run to the waste and water service by the customer, All basement houses have a 2" dry- vent for future basement plumbing. Vents are extended thru the roof except where conditions exist to Prohibit their extension, such as where vent occurs under a hinged overhang or is placed too high on the roof where road restrictions prohibit fixed high roof slopes using roof extension panels , Where the restrictions occur, the vent extension with roof flange is strapped within the attic at the approximate location with a hold pre-cut in the roof. These extension vent Joints must be glued,- roof cap installed and ad)acent shingles . w, completed, 2 . All hot water lines within Joints are identified by red tape. All plant installed Joints and connections are air tested for leaks , however, all compression and trap nuts should be checked before water is turned on, as vibration in transportation are erec- tion may loosen them creating leaks , MAKE SURE TO 14 , 3, 8 Plubbing Connections (cont'd) BLEED HOT WATER HEATER AFTER FILLING IT WITH WATER OR THE TOP ELECTRIC ELEMENT WILL BURN OUT AS SOON AS ELECTRIC CURRENT IS APPLIED, HOT WATER HEATER ELEMENTS ARE NOT GUARANTEED! ! ! NOTE: All plumbing and electrical components have been installed in conformance with the BOCA Basic Plumbing Code and the National Electrical Code, in compliance with the State Industrialized Housing Laws and Inspected and certified by a United States Testing Laboratory in-plant inspector, 3. All field work and connections must be finished in compliance with the local codes and regulations , This work is sub)ect to inspection by the Local Inspection Authorities , 4 , Plumbing connections are made within chases and access areas as noted on. plans . These connections of waste, vent and water pipe must be field tested and inspected by Local Inspection Authorities , After inspection and approval , drywall to be completed in those areas by builder, 14 . 4 Mechanical Hook-Up 14 . 4. 1 Plumbing a, Water Supply Prior to ordering, determine type and size of water supply lines required by local code and inform Westchester Modular Homes of all special conditions. Westchester Modular Homes completes all pressurized system connections to main bath., to 4 bath ( if applicable) , to kitchen and to water heater and washer (crawl space models) , Standard installations are 4" 0 polybutylene hot and cold water lines installed to 4" below floor line with threaded female fitting for field connections , Water Heater supply line (crawl space) is 3/4"0 poly- butylene stubbed to 4" below floor line with threaded female fitting for field connection , Check floor plan, plumbing schematic and foundation prints for supply drop location and plumbing runs , Westchester Modular Homes pressure tests all water supply systems installed prior to shipment. Due to possible transportation damage, these lines should be retested after unit is erected, Westchester Modular Homes will not be responsible for any damage occurring from trans- portation off hard surface or erection, It is recommended that the water supply system be chlorinated after all connections are made i'n the field to sterilize the system. b. DWV Prior to ordering, determine type and size of sewer lines required by local codes and inform Westchester Modular Homes of all special conditions, 14 , 4 , 1 Plumbing (cont'd) b, DWV (cont'd) Westchester Modular Homes completes all DWV system connections to main bath, A bath ( if applicable) to kitchen and washer (crawl space models ) , Standard installations are ABS-D11V Schedule 40 Plastic lines of various sizes (see plumbing drawing) stubbed to 4" below floor line for glued slip field connection, Check floor plan, plumbing schematic and foundation Prints for DWV drop locations , Westchester Modular Homes tests all DWV systems Installed prior to shipment. Due to possible transportation damage, these lines should be retested after unit is erected, Westchester Modular Homes will not be responsible for any damage occurring from transportation off hard road surface or erection, c , Plumbing - Basement Variations and Exceptions from Crawl Space System Below floor connections for water supply and shutoff valves, the connection of stacks to buildi ng drain is the builder' s responsibility, Variations to include basement laundry facilities, floor drain ( s ) or sump(s ) , water softeners and basement baths are builder's option, Design, installation labor and materials are entirely builder' s responsibility, For- these installations, Westchester Modular Home cannot alter its standard plumbing installation to provide revent drops for basement lau ndry facilities or similar designs due to the individualized nature of these designs , This Is especially true for softener requirements which are not supplied as options, 14 , 4 , 1 Plumbing (cont'd) d, NOTE: 1 , Water heaters are provided but not installed in the basement only. Electrical connections and plumbing connections for these must be made on the field, 2, IMPORTANT: On basement models-no main level laundry outlet box is provided, nor are there any water supply line drops provided anywhere, because of many possible laundry locations in the basement, 14 , 4,2 Electrical a, Westchester Modular Homes will provide the distribution Panel in the factory per house plan, For all basement models, the distribution panel will be temporarily hung from the floor joints or on end of unit for field installation on back basement wall , No conduit stubs or outside holes are provided due to many possible service entrance drops and sizes , b. Builder is responsible for supplying and installing the meter base, service mast or riser, service entrances cable for meter to panel (or conductors in conduit) , etc . Builder must also install #6 bare copper ground wire into the crawl space or basement and then outside to grounding rod supplied by builder, or to the water supply line . Installation should be checked with local authorities to comply with National Electrical Code and local codes . c . Mount exterior wall bracket lights supplied by Westchester Modular Homes at¢ front and rear entries , Wiring and boxes for exterior lights have been factory installed, d, Recheck all electrical devices, appliances and circuits .- Circuit protection breakers are marked in the panel box. For specific outlet circuit connection, consult with Westchester Modular Home Field Service personnel since each model has special schematic . CAUTION: No basement wiring is provided except for- one stairwell light. All labor and materials are to be supplied by builder for basement outlets , 14 . 4 .2 Electrical (cont'd) f, Optional garage wiring details for attached garages are shown in Details on Drawings , Westchester Modular Homes will furnish (1 ) porcelain fixture and box when garage is ordered; 1-3 way switch, box and covers connecting wires for garage circuits are coil in attic area or at the side of the house, g. Range hood is completely installed in the house , All hoods are ductless type requiring no vents . No wiring Provided if range hood is not factory installed. h. Dryer options : Crawl space models have an integral 220 Volt and two 100 Volt outlets provided in the laundry location . Washer and dryer outlets are not provided In basement and must be installed in the field, No dryer Pigtails or flex gas pipe is provided. Builder will be responsible for supplying and installing all dryer - vents to the outside, 1 . Range: 220 V outlet for ranges are installed on all models, whether a range is ordered or not, CAUTION: Inform Westchester Modular Homes of local electrical voltage (21OV, 220V, 230V, etc . ) before delivery of unit. Furnace adJustments are made in the factory 'to compensate for variances . Furnace will not function properly if not adJusted for voltage difference, 2 K ¢"IteOF NI�Jl1sCL 2�x-i' *or MA ci(.._.... GI A r1 ...... ..... ..... .. ._Z x q•q�b4e r PIA t7. --•. .NoUse. .NOUs� 2°►c�4r I�ZII S -Zxh�fW155 21'e/ 7-1"°�G _I( P.1!,?'G 'o 9 x� yAaAgE h _ °1 K7 gA7P btz G 2-2"xla" O2kb qs 3 a� cj3 q•t NFAMK YP ?- 2"x le" K2 kn s{P _..NEebEa 12 oN Gas tt fiwo Strr �LASNINcj (Zeep NAILER Z M-t�fauSS 2 "Ole, • q - :%2°FltcEceD� gYPsyN ge/�RD ' fie uUDERSIDC eF ROOF HAILER GIARA4e . ::�A aAerj r- 5r=PA tZA-'I o�j y residential wood panel door = _�_- - �� with extension springs installation instructions 1 L•'i ' I1 I °4 lj 1I ' rl ONE CAR WIDE DOOR SHOWN CLEARANCE REQUIREMENTS Headroom: 12" Side Room: 3 114" Back Room = Opening Height + 1'-3" r ` M-401044 INS-045-2 Rev. A Printed in the U.S.A. 11-28-80 . DOOR-Ski;,iS iSl'ISS AND 201 - FOR OUANIITY TACKED DOOR MODEL M-weEc ACCORDING TO OIAGeAMS SHOWN BELOW EXTENSION SPRING HARDWARE �' 24 34 44 64 25 35 fOR STANDARD INSTALLATION ^� Tap Futy.Au.w617 L.H. R.H. a 401149 2 2 2 2 2 2 DOOR VIEWED FROM INSIDE H.d G"cket C..u.r M:wq. (2086 2 0�.y R<A. 3 6 3 3 4 8 MODEL 24(2 PANEL X 4 SECTION) 10' I{e.,.w1.I A.vl. 61180 9 6 hs 42OU 2 E.d"'N"An..Wy 2 2 2 2 2 2 n41� a EXTENSION SPRING TRACK AND COUNTERBALANCE INSTRUCTIONS O+�a...d1 ��, 2 2 2 2 2 2 �I 2 6r024-2 to.,-S E4,E� 2 2 2 2 2 .2 sn2s 2 IWIa� • l.H.bn..I'attw. 61141- 2 � 1:!I t t t t t t 51071 N141_2 ��j� MODEL 34p PANEL X 4 SECTION) r 3.:.r M.ekef T L. 2 H.b t< nw Fu .. a.a 61u1_I is 1 1 1 1 t 1 IF H.ed a.LJp.I r1=1 4 Ralf.h- 4WJBI1. flrlt.T Lh COW. st"I 611 2311-1 �; 10 10 10 10 12 .,12 , . Jr SM16 `:Z>— 2 Spr7ry Refe:wLy C.61. IrawA 2 2 2 MODEL44(4 PANEL X 4 SECTION) 662u �� 2 2 2 - Caw:.,,Spr:wR aaoa► J106e_x C.a a 2 Cob:. I' r IT f+i L.ck tt.wdl.Au.wbl S� ` <®+-1 ' � ,.Px 1/< yy��,,,,,,,,_ .:• rz// o` n Raze 44s ``. Ja:wr lr.ck.r It.,:zawr.l AVI. :•� lb 2 Csp«w 0.60,) 1 t 1 1 1 1 ' �4'• 64(6 PANEL X 4 SECTIOM - Ke.:ea.+.J T.a<k .aaet-t m,t MODEL tip..r. - i i aaoaaa Rao,-il4 2 Ea►«a e..S Lka;-L"k ttr p^q 40=1 ` 1 1 1 1 1 1 [ 1 Ell III Vk•+k..3m .RomJ+a r C..,.,Lck R.4 61ok2 0 1 0 0 0 i H..Nur J/6-u Ew6 L.ck tab G.;r. MODEL 25(2 PANEL X 5 SECTION) Urt Cabl. R""ob'r ',l I 6IMS Q 2 2 2 2 2 2 Lack I"Sr:ro 6157-x a Lwpk) 2 2 2 2 2 Sr.rL:N H..Q. _ Q 11 sr2.o-rs 10 bury-I 2 2 2 2 2 2 ( MODEL 3S(3 PANEL X 3 SECTIO v«t cel Trek �`7 �� 4 4 4 4 4 <Kw M Ieck Ref 7. T 61279 t1=-420 ® 54 54 54 54 54 54 !'��� traau. �i 4 . t/<• ,�c� 4 --� btt;-20<J/R-hotm.a l 2 8'-4• W,p .? K.'2tf-44 24 24 Twwk w.:.?p 1A. 16 t0 �� 24 36 48 48 32 48 +.►w.:.TOzr IOOIP-3 j 2 �F%.q.bJt:.20Y 1_7/4 Y Ro00o-2 26 26 26 26 30 30 :-INDICATES PLACUAENT OF CENTER 'R 6'103"'°7 2 HINGES rim In-flnn, :A0 COMPLETE INSU. ONS PRIOR 10 ATTEMPTING TO ERECT DOOR ' STEP: Q- Stock the second section on tap of bottom 45'co section, Lineup the end stiles and tack the section to the jambs as in STEP:3. ERECTING THE DOOR SECTIONS 1 Install lock (See lock instructions, Foldout a �a�b Page 4).See illustrated list of materials for STEP. Cut and fit stop mold of 45 at top of opening µ°'� 9 location of lock. Stock all remaining OW cut molding square at floor, Fig. 1 with in opening being careful to follow sequence the inside edge of molding extending approx. I of end hinges as in STEP:3. Attach the top half 1/4'inside the jambs, Fig.2. Tack mold I I V of all hinges to bottom of next section. temporarily in place. • Ap STEP: 2 Place bottom secticn in opening, Fig.3 with FIG. FIG.2 STEP. 5 Place rollers as shown in Fig.5, 8, and 10. / an equal overlap at each end. LEVEL THE C_;0 I w.:.ye selb � SECTION. It may be necessary to block one 1 or both ends of section to hold it level. If ^_SecMd Seen an too F;.1-C. i bottom section is not level with floor, cut Staples door to fit floor. THIS IS IMPORTANT. Fig. 4. i If door is trimmed, the bottom fixtures must be Cr OW10Awch •QG installed an equal distance from the top of the Flom l;.e t..al btt-Secnian �- bo"ati section. bona 5«n;aw .I _ P ^ Install bottom fixtures Fig.5, step plate and lift p,,,;da pans, k 1rY:ee goon tit Ftnar L:.+ 'TEP: 3 handles Fig.4 to bottom section. Notch bottom icil to sllo:r bottom fixture to be flush, Fig.7, _ I Install the pill end cable when attaching bottoma .'�-S:cpt. /, ' �" I �'• ! /` fixtures Fig.5. Attach bottom halves of end :1 - FI { :o.l . hinges to top rail of bottom section, Fig. S. t •>, TOP FIXTUP.E Lhe lowest end hinge( 2)on top roil of bottom section and increase to next higher numbers for each FI G.3 1! �' 1/4':(- each section. Exomple:13, f4, 15when irstalling 'tz' L.9Sc.a..a all hinges refer to illustrated list of materials for E.—pl.or5raclt,q i numbering sequence. Install center hinges as :loan in Fig. 9. Fasten the section temporarily ogaiast jambs «• ^ with nails driven part way into iambs and bend `�f- mil slightly over door section, Fig.4, a 1/4 r C_;aye 3.1et, i CENTER HINGE lac kwAc.�,a.J tJN. I C.•+.•114 7. Can.a*e We •. - 1 ter t W or tc.s r r M.nlfa i ' CH et/rR e:et ole/lraFI C� � ��r•• r�K. FIG. 6 aQ.1-t sc°e�. Ste►►lac Raller� �. FIG.5 . STEP-LIFT HANDLE FIG. 8 Page 2 BOTTOM FIXTUFE END HINGE Ft • Cable with nylon insert EXTENSION SPRING TRACK AND COUNTERBALANCE INSTRUCTIONS t Her:aer.r•1 Angle ( ( _ A B Spring Rtroining Coble =�, STEP: 6 Irotall the verf;eal frocks with 5/16'X 1_3/4+lags and 1/4-20 X 5/$'frock bolt: shown in Fig.l 1, If the bottom sect;on was scribed and trimmed, raise the vert;col t I t _ frock off the floor on the low side the some amount you ser;bed and trimmed the botta,"f the bottom section in Step 2. The top of both vert;cal tracks must be leve tack Suppan Irrcket See Jamb Detail Fig. 12 for proper spacing. ' ` II ' (rot;ndvdeel STEP: 7 Attach the horizontal frock to the veri;col track using the joint bracket shown in Fig. 13. Attach the horizontal angle to the head bracket. Attach this unit to the 3/9'x I-1/2'Belt, _ t )�11p to 12' horizontal track. Align the head bracket, F;g.l 1, so that the frocks wall be strai5h. tock..asher, and NutL � STEP: $ Support the rear of the horizontol fernporar;ly with props from the floor or with rope i or ware from above. The horizontal should have on elevation toward the rear of FIG.14. / oppro+umotely one(1)inch. } STEP: 9 Attach the adfustable top fixture to the top corners of the door with four(4) 114"by 1-3/4'corr;oge bolts- See F;9.10. loosen the bolts holding the roller carrier to the bracket and adi st roller to that they ore seated firmly in frock. Remove the 1 mils holding the door to the iambs. STEP: 10 Assemble the counterbolonce springs as shown;it Fig. 14. STEP: 11 Drift 1/44 hole in each bock support brocke:as high as ecv;b!c 4•a tc 12'1 f 4:` Attach As:rmbfy to horizontal her;:ontal frock and oLcvf 1 r' ;n frc..thu cdae of the Track;n frefcmtien Fer STEP 7. :•ig•��;. i`.it H••d L•cLu /' S• . STEP: 12 Attach Pulley to one end of each sprine by;mert;ng the clew;s through the lozp in t�.. \Pulley'c � 1• end of the spring and attaching the pulley to the clevis with a: I-1/-2'bol:. • e l s lock washer, and twat. Atlodm the other end of the sprang to:t.e trocl:hens.::.b;• ;raer.;ng the loop in the end of the spring though she hole prcv;cusiy driller: in Figure 14. DETAIL A-A u0 Attach stud pulley to the horizontal angle using 3/$'X 1-1/2'belt, lock washer, c R%«es eea1A 6.4e1 r!� ! ! / LIFT DOOR INTO FULLY OPENED POSITION. NOTE: DOOR MUST SECURED THE OPEN POSITION BEFORE INSTALUNG SPRINGS. �•/ STEP: 13 Thread I;Ft cable over the to�ondf stud pulley(A)on the horizontal angle, back over the top of the clevis pulley(B) aforward toward the front wall and fasten securely Beck Sugnn Leeks to the horiz.angle. Place tension on the s i pr•rg(s)by taking all slack out of the (-4 cable and spring. Stretch springs slightly, for even pull. ��a�� HORIZONTAL TRACK t J�e P/N 4105E-X STEP: 14 To properly fasten the cable to the her;xonfol angle, thread the cable through the t'' ! bock hole in the end of the angle* h.s rg , ten through I.1 up the middle We ;n the angle, •1 h down trough the front hole, then under the part port of the ceSle between the beck and middle holes. (De:o;l A-A). Repeat for other cable. to -.3'•�,'.*, �•`, .� ���� .c.'TEP: 1 E Loser the d^..•t w;.,h cc-c. /t - •;� '�` ,� ::.:::.� c:y.._.._ r„ r..z a c;i ecim:ments wish tl.e 5,»r see-r•�c;r.:i:v OFcW •`ANY ' Stet M•1/0-1.p Vari•a • I� d r•1 n e FII\: -mrc!:r:•Cf!tiGn Of o.ar CMG mc�' � �,i � s;xinr, fore :el II `•shyer II odjmrtrnenri inc7eCcd. 7c.check may be filed into place, olg. u. be sure all fastenen are secure. Stop operot;on. P g Lust enough space between door for d Leo' Jam6$rocket f' NOTE: SEE INS-099-6 FOR INSTALLATION OF EXTENSION SMING RETAINING CABLE. t/Z•so.c.Be+.•r..r VERTICAL TRACK / T—h...I Deer .P/N 41016—X � Fig. 11 FIG.12 TRACK. FIG.13 JAMB DETAIL ---- JOINT BRACKET READ COMPLETE INSTRUCTIONS PRIOR TO ATTEMPTING TO INSTALL LOCK LOCK INSTRUCTIONS CENTER MOUNT - EXTENSION SPRINGS STEP: 1 Using lock template, drill holes as required. Place outside escutcheon and hand on outside of door, insert the bolt in the bottom hole and the screw in the top. le 01 STEP: 2 Place inside unilock (2� on inside of door. Insert lock stem and cylinder tongue in proper place. Secure nut to:through bolt, holding both inner and outer parts. Install four (4) wood screws in unilock for wood doors. ' STEP: 3 In using center mount lock, attach lock rods Q to lock as shown. Attach the lock rod guides ® to the end and center stiles. See Step S. STEP: 4 With lock in unlocked position, insert lock rod spring 0 int4 place on the long rod side (Optional). STEP: 5 With door fully closed, adjust the location I goon of the end lock rod uide stile to secure the door allowing the lock to work freely. g on the end STEP: 6 Two (2) lock rods are req uired on all doors using extension spring counterbolance. Top NOTE: Remove key from lock before installing Lock Handle Assembly lock in door. with Cast Escutcheon. 1.187 Dia. (1-3/)6") F. 2 4 r d ALIGN WITH CENTER 3 STILIE Of DOOR S b �b 4 062 Dia. Lock -Handle Assembly With Stamped Escutcheon. .218 Dia. Page 4 BOTTCIM I ...... ..... e if r;— r w It ea U01,11? • moo .4 1 1)71 Wit p-f 1UW or "'i P'rl-f RAA 1h• I'ji "q%-' VIM , . ....... ... 4 IRM. k; in KO F0iCll"�rd0' 111 rrh+l(t ttr•it�� `:+r-1 �t .1� ',�M il'1 f`��i�i �1',A WU p Ma al. Mod%! oo WN MIN N4 "•`t •a iy' r •Mt' r.1• It e..d ��hn��l0• t� �s.a '1•, r ,• 1 � F An. ­ . .. Il . ' !4"Oc I 1 k.- ' e wr 4 .ego W V . 1 - 'VOW. 7 fIteIN.(ojt . r. _ on .JICPAVIMUr.4 • FKA4 I NTICAI_ SVS I Lh1 WIRING REQUIlit-HI-N I INDOOR OUTDOOR Application da la IERMO51AT THERMOSTAT(S) INSULATION TO VAPOR LINE EXPOSED INDOOR UNIT OUTDOOR UNIT 0 TO OUTDOOR CONDI-LIONS O (WITH OR WITHOUT ELECTRIC NEATER) LENGTH OF EXPOSEb INSULATION VAPOR LINE' THICKNESS} --- 3/8 25 1/2 35 • 150 3/4 Wiring necessar for andone•sta one-stage Outdoor 9 V 9 9 g• 'Recommended vapor line insulation for piping exposed to outdoor 38CO unit used with indoor unit not equipped with electric conditions to prevent loss of heating during heating cycle. When healer, vapor line goes thru interior spaces, insulation should be selected __'Additionalwiringnecessary for cooling with 2•stageheating. to prevent condensation on cooling cycle.Healing capacity shouldbe fOutdoor 38C0 unit used with indoor unit equipped with reduced 1000 btuh if over 35(1 of vapor line with 3/4-in.insulation electric heat.) is exposed to outdoor conditions. Add to cooling with 2-stage heating wiring when one or 2 IVapor lines of accessory precharged tubing packages(available lot outdoor lhetmostals are used.(Accessary supplemenlal heal use with 38CO units)are Insulaled witlT closedr.ell loam plastic insu- relay required when 2 outdoor thermostats are used.) Laken with a thermal conductivity of •20 81uh/sq II/F/inch. yn piping icaland wiring `�-- —� DISCONNECT PER NEC FROM POWER LIOUID LINE SUPPLY 40S FAN SECTION VAPOR LINE 40FO ELECTRIC NEATER� � AUXILIARY _ 28HO COIL PAfrUENSATE PRIMARY CONDENSATE v I —SECONDARY `i DRAIN CONDENSATE _!— �. -•' � DRAIN# INDOOR �� THERMOSTAT ij 3CONNECT \ \ \ I ,,,� (`( '��/� in f:i•' '' :R NEC `IN ICO T t=:\ \\ '/ �' '/'J r;'�i�4::i:1/� 1•%:fir Imp—.. "SPACE REOUIRED MIN. �• ."FROM WALL )UNTING BASE I�O�� TO UNIT -� 1� 'IGNT PLUS 4" r�� JJ ELEVATED ARRANGEMENT 1PPORT LEGS t Piping Indoor Unit Airflow. JIMPORTANT:When any fan coil is installed over a finished ceiling and/or living area, Power Wiring an auxiliary sheet metal condensate pan should be installed under the entire unit. ( Outdoor Unit Airflow NOTES: 1. :ontrol Wiring 1, Unit placement dependent on space requirement for service and airflow. See Dimensions. state secondary drnin line outlet so that any 2, Illustration shown is a general guide only and is not intended for or 10 include all scharge is visible but will not cause damage. details for any specific installation. crease mounting base height in areas where 3. Controls which start and slop outdoor unit rnusl be powered externally. Typical olongr-d subfreezing temperatures or heavy system control wiring,shown on pngn 10,uses indoor section GOVA control citcuil ow occur. See ele..valed arrangrmenl. (24•v)transformer as power source. . 1f) V Lime SpC'C:111C CAL1011S Furnish and install an air-to-air electric heal pump Metering device internal components shall be removable for (outdoor unit) in the location and manner shown on the cleaning or replacement. plan. The unit shall be designed and tested for use with Outdoor unit fan shall be propeller type,direct driver,and Refrigerant 22. Brass service valves with refrigerant line arranged for vertical air discharge. Fan motor shall be >� fillings and service ports shall be located on exterior of factory lubricated and internally protected. unit. Mounting legs shall be provided. Compressor shall be of the welded hermetic type with Nominal unit electrical characteristics shall be v, internal vibration isolation. Compressor motor shall have ph, Hertz. Unit shall be capable of salis- both thermal and current sensitive overload device, and factory operation within voltage range of v to start assist device shall be standard on 1-phase units if volts. required. Compressor shall be equipped with a crankcase 'Total cooling caparily shall be not less than 131uh heater and have internal high-pressure protection. Unit with indoor unit air quantity of cfm al F wet- motor power input shall not exceed kw at specified bulb lemperalure coincident with F dry-bulb lem- conditions. perature of air entering outdoor unit. Sensible heal capac Controls and protective devices shall include a liquid ity shall be not less than Bluli with F room line low-pressure switch, suction line accumulator and dry-bulb temperature. pressure relief device. An automatic defrost control shall bleating capacity shall be not less than Btuh will be included to accomplish defrosting (only if coil saturated air entering outdoor unit at F dry-bulb temperature at suction temperature indicates freezing temperatures)every 85% relative huhiidily, and F dry-bulb temperature 90 minutes for a period of not more than 10 minutes. of air entering indoor unit. Unit power input shall be Control wiring terminal board shall be designed to match kw or less a1 these conditions. One kw elec. indoor (40AQ) unit terminal board and accessory thermo. Iric heater shall be provided. slat terminals for standardized point-to-point connectors. Outdoor cnil shall be constructed with aluminum plate Maximum dimensions: widlh in., deplh in., fins mechanically bonded to aluminum tubing with all joints height inches. brazed. Coil shall be rows deep with a nominal fin Accessories shall include (indoor Thermostat), (Outdoor spacing of fins per in., and shall have a face area of Thermostat),(Supplemental Heal Relay),(Solid-Stale Time not less than sq feel. Coil shall be protected by a Guard II), (Liquid Line Filler-Drier), (Start Capacitor and vinyl coaled grille. Factory-inslalled coil refrigerant meter- Relay), (Flare-Io.Compalible Coupler),(Precharged Tubing ing device shall be mounted on unit liquid service valve. Packages),.(Optimizer Control), (Service Sentry), (Rack). i 11 ' 14 . 5 Supplemental Information 14 . 5. 1 Erection Options General description of work to be performed for erection . a. HOUSE SET ON FOUNDATION INCLUDES; ( Included In House Sale Price) When not backfllled, Erector will charge Builder _$50 for each house. ) 1 . Sill Seal 2 . . Sill Plates 3. Knee Walls and Knee Wall Windows 4 . Set House 5, Adjust and Bolt Together 6. Secure at Sill Plate 7. Drop Overhang 8. Set Shingles and Ridge Vent 9. Install Gable Inserts a 10. BI-Level Units - Close In and Seal Front Entry 11 . Protect Exposed Gypsum I . e.` attached garage house 12 . Set All Items Requiring Cranes Maximum Time at Setting Two (2) Hours Per Box b. HOUSE ERECTION INCLUDES ; Exterior (When not backfllled, Erector will charge Buil der -$50 for each house. ) 1 . Bi-level install entry, landing and adjoining walls 2 . Seal all exterior Joints and cracks 3. Install aluminum siding 4 . Install aluminum and wood soffits 5. Install fascia and rake trim 6. Install gutter and downspouts 7. Install shutters where applicable 8. Set exterior porches and trim 9. Frame/side/roof attached garages 10. Hang garage door 11 . Caulk and repair all components 12. Paint unfinished trim 13. Commpletion of all exterior treatments Interior (When slab is not poured, Erector will charge Builder $50 for Ranch, Two Story and Multi-Family houses, and $100 for Bi-Levels and Split Levels . ) 14 . 5. 1 Erection Options (cont'd) 1 , Includes work performed in Exterior 2, Secure mate walls at openings 3. Insulate all openings between modular units 4 . Seal all openings between modular units 5 . Insulate overhangs, knee walls , entry and band Joist 6, Jamb and case all mate wall arches 7, Trim mate wall bifold openings and set bifolds 8. Reset all bifolds 9. Set doors at mate walls and set hardware 10. Install loose light fixtures 11 ,, Touch up drywall and paint 12 . Secure carpet and or resilient at mate walls 13 , Secure stairs in basement or entries 14 . Stretch carpet on stairs 15. Lay resilient at entry landings 16. Set base/casings/shoe mouldings where applicable 17 . Set rails and stair mouldings where applicable 18. Set nails, putty and paint areas where applicable 14 , 5, 2 Erection Equipment Needed a , Listed below is material and equipment needed by your crew to perform this process : 6' Step Ladder 24 Extension Ladder 100' Tape 25' Tape 100' Chalk Line 4' Level 6' Pry Bar 1 or 2 Good "Looking Ladies 4' Wrecking Bar 2 Ea, Straight Claw Hammer 20/22 Oz , 2 Ea, Ton . Come-A=Long or Cable Hoists 4 Ea, 201 . ChaIns 2 Ea, 5 Ton Hyd. Jacks '�. 4 Ea, 50' Ropes 3/811 Small Package Shingles - Wood 16 - 3/8" Lag Bolts for Lolly Columns 10" Adjustable Wrench (Crescent) 14 , 5.2 Erection Equipment Needed (cont'd) Metal Strap Cutting Plyers Come Alongs 20 Lb. Roofing Nails Lolly Columns (as required) Skill Saw, If Elec , Available - or 8 Point Nand Saw If Elec , Not Available Pop Rivet Gun w/Rivets (Optional ) Electric. Drill (Optional ) 6 Small Metal Plates 4" x 4" (1/8" or 1/4" thick) 12 - 211x6" blocks 2 ' Long 12 2"x4" blocks 2' Long N 15# - 20 Penny Common Nails 20# - 8 Penny Common Nails 20# - 6 Penny Common Nails 5/8"x8" Eye Bolts 6-12 b, Crane Recommended Items: 35 ton or better crane 3 - 14 ' Min, Spreader Bars w/ c clamps for cables 1 - Beam 2516" or longer for attaching spreader bars Necessary cables for modular pickup 6 ea, 25' 5/8" wire ropes -w/clamps U bolts to attach spreaders to beam . Dozer capable of ,pulling 52,000 1bs , i PROVIDE PRECAST CONCRETE EXTENSION 5" DIA- OUTLET(S) 2" LAYER OF GENERAL NOTES TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN 1 8" TO 1 2" DOUBLE REMOVABLE COVER / / 6" OF FINISH GRADE WHEN NECESSARY. WASHED STONE ELEV. I ��, F FINISH GRADE OVER D-BOX= I ,� 3/4" TO 1 1/2" DOUBLE FINISH GRADE 0 FND. EL.= I FINISH GRADE OVER TANK EL.= I/o, / WASHED STONE 4" �, 1 . UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 20" MIN. ACCESS COVER INV. = IZ,33 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE (TYPICAL FOR 3) 36"MAX. 36"MAX. END PLATES REQUIRED ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. CUT INLET OPENINGS � SPLASH GUARD 4" C.I. OR AS REQUIRED 12� PLATE � ��f : �� �} I 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD PROVIDE WATERTIGHT OF HEALTH AND THE DESIGN ENGINEER. 6" 3" 3" DROP MIN. 3" 9" JOINTS (TYP.) PROFILE OF PANEL SCHEDULE 40 PVC 4 PVC IN FROM 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 10 14" SEP11C TANK 4" PVC OUT TO 3/4" TO 1 1/2" DOUBLE WASHED STONE / BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. LEACHING FACILITY 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE FFINISH GRADE OVER CHAMBERS = I `f L 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED Imo_ INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 48" 17 ( ` ,'`� �` 12" MIN. INSPECTION PORT 36" MAXF 5. SLOPE ALL SOLID PIPE AT 1 .0% MINIMUM. 10' MIN. GAS BAFFLE 6 CRUSHED STONE OVER MECHANICALLY o 0 0 0 0 0 6"E�C�RU HOED STONE e o 0 0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OVER MECHANICALLY COMPACTED BASE BASE INV• _ S� O p o tag o IZ, 7. OUTLET DISTRIBUTION BOX LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO BE INSTALLED ON A LEVEL STABLE O p Op o I f, , '' 4" PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND BASE. FIRST TWO FEET OF OUTLET - - ----Ji-- READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED PIPES TO BE LAID LEVEL. I I� �.�I� WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH !�1 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW Io�,1 AND DESIGN ENGINEER. LENGTH I WIDTH DEPTH CROSS SECTION OF PANEL GROUND WATER Z_ 8. ELEVATIONS BASED ON�-I`Y ' TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE ELEVATION = j MIN. SESEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CONTACTOR FIELD DRAIN PANEL � �`' 61F 7�.�" �� " '1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG—SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENC;INFFR '�3AC. -- — — 10 NON—SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR � TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. �,,. °•� a D L4`L =: f INSPECTOR: p�'hi DATE: I'� 1 1 . ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR: , :' '/ ; f'/�.G CERT. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS TEST PIT #: I TEST PIT f TEST PIT f LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH e 5 CASE THEY SHALL WITHSTAND H-20 LOADING. g45AC \ ELEV TOP ELEV TOP = (j. ELEV TOP = 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRE, DUST AND ELEV WATER ELEV WATER = N %. ELEV WATER = ` - _--z �' FINES. 0 PERC RATE _ MIN/IN PERC RATE _ '. MIN/IN PERC RATE = MIN/IN 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND J ,-v UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN DEPTH OF PERC= DEPTH OF PERC= DEPTH OF PERC= COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN oy TEXTURAL CLASS_ TEXTURAL CLASS_ TEXTURAL CLASS ACCORDANCE WITH 310 ( MR 15.255(3). 15, CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO a rII �W I' CONTINUATION OF WORK, WIr 16. PROPOSED PROJECT IS LOCATED WITHIN: J �, : u� nr i 1 r I'1I U M ►'�� t�l�l�!U M I,lIAMY ASSESSORS MAP # LOT :.', ZONING DISTRICT .F' GL'�+��.N�' / _ _ ?; BUILDING SETBACKS F �,� f ft. S: I/' ft. R: FEMA FLOOD ZONE ELEVATION N r� "r�luM � AS SHOWN ON COMMUNITY PANEL # LA-Tr r7 17. OWNER OF RECORD: - - / - _- __ ---- -- -- \ DESIGN DATA -- i LEGEND 4 NUMBER OF BEDROOMS ioo EXISTING CONTOURS NUMBER OF PERSONS I PROPOSED CONTOURS G — GAS LINE DESIGN FLOW I ! GAL/DAY/BEDROOM E&T TELEPHONE LINE ELECTRIC TOTAL DESIGN FLOW ��,; °r GAL/DAY w / �f WATER LINE 411 SOLID SCHEDULE-40 PVC PIPE 4" PERFORATED SCHEDULE 40 PVC PIPE — — — — — — — — — LIMITS OF OVERDIG A��A _ ��, / ( y��flu� SEPTIC TANK: — — LIMITS OF WETLANDS - — -_ _ - ���✓✓✓ GAL. X 2009� = �1 :% GALS. DESIGN CAPACITY WELL LOCATION T / USE GALLON SEPTIC K. (MIN. SIZE PER REGS) TEST PIT LOCATION O oO SEPTIC TANK \ 0 DISTRIBUTION BOX : ` �_ A. 771 EROSION CONTROL poo __ LEACHING FIELD: Fr_ ;~-`r'� .' I , LA t�.I� BOTTOM CAPACITY 50 (LENGTH) X /S (WIDTH)= 7Oj SOFT. SO FT X 0, 7 GAL SQ.FT = GAL LEACHING DAY 17 TOTALS: TOTAL NUMBER OF PANELS TOTAL LEACHING AREA w,� SO.FT. �� 13 G Aj , rION TOTAL LEACHING CAPACITY v��; GAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: - SEWAGE DISPOSAL SYSTEM DESIGN �f I -- - i ► ' �� � PREPARED FOR s RESERVED FOR BOARD OF HEALTH USE ,•,�, �. �^ K r-, LOCATED AT.� �;� � • ' I I CERTIFY THAT THE FOUNDATION LOCATION,AS SHOWN, '° i -, r% IS THE TRUE FIELD LOCATION AND MEETS THE HORIZONTAL a SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE ZONING BY-LAWS. .� N� V r ALAN R, APPROVED BY:GRjk0Y SCALE: I , �'. DATE: 'ri rl '7'r/ NIU{ ; I.' ` :lr\L. G STERED ROFESSI AL LAND VE OR ''a AN1 3T732 G. A. F. ENGINEERING, INC.N HyvrAwT �II�J � � PROFESSIONAL ENGINEERS & LAND SURVEYORS SITE PLAN 454 WAREHAM STREET, P.O. BOX 953, MARION, MA 02738 (508)-748-0252 PLAN SCALE: 1" _ -' 0llN BY: r I CHK BY: I G I` I DWG No. •E; I 9 JOB No. PROVIDE PRECAST CONCRETE EXTENSION -" 5" DIA. OUTLET(S). 2" LAYER OF GENERA NOTES TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN ELEV. 19�. REMOVABLE COVER 11fr TO 1/f DOUBLE 6" OF FINISH GRADE WHEN NECESSARY. WASHED STONE FINISH GRADE OVER D-BOXY r~` _ 3/4 .TO 1 t/Z": DOUBLE-- : . FINISH GRADE @ fNO. EL.- ( FINISH GRADE OVER TANK EL. i .'' I IYVASHEa STt}1E >T, 0 . . . . . , t. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION STATE 20 MIN. ACCESS COVER _ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 Of THE ST T MAX . MET D TYPICAL FOR 3 ". : ANY APPLICABLE LOCAL RULES ( ) 36 M,AX, ENVIRONMENTAL CODE AND END PLATES .RE U#R D SF+U! H OClAl O v 1NLE'i' OPONOGS 11i" Pt,ATE ,' I �' 2• ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 4" C.I. OR A REQUIRED. 'f . ENGINEER. 6" 3" " 3" 9" PROVIDE WATERTIGHT OF 3 DROP MIN . HEALTH AND THE DESIGN SCHEDULE 40 PVC „ ----- ....."... JOINTS (TYP ) -E A � 3. C SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 10 4 PVC IN FROM B D IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. " PTIC TAN 4 PVC E USE ISP SAL SY TE -� 14 aE K "OUT 3 4 TO .1 t 3" DOUBLE,:>WASHED STE3NE . f 3, ICE t T t 6OUBLE wASlil Ito FINISH GRADE oVEr�t CH tBERS _ ► . LEACHING FACILITY 2 OF /Eh' O /Y , USED 4. 4 SCHEDULE 40' PVC PERFORATED PVC PIPE SHALL BE : INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 48" (2, 12" I I#N. INSPECTION PORT 10' MIN. GAS BAFFLE 6". CRUSHED STONE 3�' MAX 5. SLOPE ALL SOLID PIPE AT 1.09; MINIMUM. " OVER MECHANICALLY ° % o oAp ° ° ee 6 THIS STEM IS T SIGNED FOR A GARBAGE DISPOSAL. STONE SY NO DE COMPACTED BASE ��E?Ul,�q�'ANICALLY BASE1w. _ l2� OUTLET DISTRIBUTION BOX jmt 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO BE INSTALLED T A LEVEL STABLE © 00 4" PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKfiLLEO BASE. FIRST TWO FEET OF OUTt.ET WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL. l 1/p 11i GALLON CONCRETE SEPTIC TANK AND DESIGN ENGINEER. LENGTH i + " WIDTH DEPTH ��" ` CROSS SECTION VIEW . GROUND WATER 8. ELEVATIONS BASED ON I` z4V TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION OF PANEL G UND E ELEVATION = MIN.' DISTRIBU11ON BOX DETAII. SEPTIC TANK PROFILE CONTACTOR FIELD BRAIN PANEL llv11^lf��"1�:� ��t,�., ''�'�'1'� 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AND .ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER, 10, NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR ® LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. TEST PIT DATA INSPECTOR: I DATE: I� /lri� 11 . ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS ER. APPLICATION ASPHALT R SYNTHETICPOLYMERSEAL _ PP 1 TION 0 F AS 0 12 • S }IL_E-VALUATOR. IAc # . _:/ CERT._ _ -- E :- • , u �• ,�,_; _ -�—•--- -� 12. ALL SEPTIC SYSTEM ..COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS _ IN WHICH TEST PIT I TEST PIT LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS � ® � TEST PIT �. C THEY SHALL WITH H-20 LOADING. ELEV TOP ELEV TOP :. � ELEV TOP"` 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND c.1 I , _ " ELEV WATER V WATF2 = ELEV WATER FINES. ELE PERC RATE _ MIN/tN PERC RATE ^MIN/IN PERC RATE — MIN/IN 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND +� ►� .. UNSUITABLE MATERIAL IN AREA. BENEATH AND FOR`5 Fr. ON ALL SIDES DEPTH OF PERC- DEPTH OF PERC¢ DEPTH Of` PERC- OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN TEXTURAL CLASS TEXTURAL CLASS TEXTURAL CLASS COARSE SAND FREE FROM CL AY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). e y `. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO F -- CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: owl U r1 FOAM y 3 i f U al.r ; yAN p I/1 y� �A �' ASSESSORS MAP # LOT # ' 04'` \� �� I p yr olk ZONING DISTRICT BUILDING SETBACKS F: - ft. 5: ft. ��f FEMA FLOOD ZONE ELEVATION �p \ \� �� IlWlum �C1 t-155 IUM �" AS SHOWN ON COMMUNITY PANEL # b14- 17, OWNER OF .RECORD:ADDRESS: -7 -- _ _.,., /-�•/ 1 Imo' , l�+ ///} � \ \ _....'"... __�... __.._. ~' i .._...----'_'.`. + ,.r' 1 �ESI�:C►1� DATA , , VVV ,,� LEGEND NUMBER OF BEDROOMS G' (✓l�k jv '� goo EXISTING CONTOURS'. NUMBER OF PERSONS Ili --, �} PROPOSED CONTOURS tl i DESIGN FLOW I I!.�' GAL/DAY/BEDROOM G GAS LINE TOTAL DESIGN FLOW GAL DAY —�---E&T ELECTRIC/TELEPHONE LINE w WATER LINE \ '' ►? I11 _._. 4" SOLID SCHEDULE--40 PVC PIPE r� --- 4" PERFORATED SCHEDULE 40 PVC PIPE ._.......... ..... --- LIMITS OF OVERDID - - SEPTIC -TANK; __ _. LIMITS OF WETLANDS GAL. X 200�G � i . GALS. DESIGN CAPACITY 0 WELL LOCATION -rnl USE GALLON SEPTIC TANK. (MIN. SIZE PER REGS) TEST PIT LOCATION n 0 SEPTIC TANK ----- \ 0 DISTRIBUTION BOX e \ 1 EROSION CONTROL 0�0 LEACHING FIELD: 4AL,. BOTTOM CAPACITY t rel" . . (LENGTH) X /6 (WIDTH) 9Cx3 SQ.FT. 90V SO.FT. X 0.7 GAL/SQ:FT.- GAL. LEACHING/DAY UJ TOTALS: TOTAL NUMBER OF PANELS TOTAL LEACHING AREA DD SQ.FT. TOTAL LEACHING CAPACITY GAL./DAY REV. DATE BY APP'D. DESCRIPTION / 14 APPROVED BY: , u �- SEWAGE DISPOSAL SYSTEM DESIGN L- PREPARED FOR RESERVED FOR BOARD OF HEALTH USE ,,�,/ �/ .� `; s i �f�y r\Y=/�C L ! ��� �L�� LOCATED AT Hm APPROVED BY: SCALE: I DATE: - I r, -Ip MU W l 1 PAL. �oN m �-� GAY. ENGINEERING, INC, G� H yr BAN 1` ROFESSIONAL ENGINEERS & LAND SURVEYORS � /1 454 WAREHAM STREET, P.O. BOX 953, MARION, MA 02738 SITE PLAN , (508)-748-0252 PLAN SCALE: 1" Imey: I 1cw8y.