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0514 SANTUIT ROAD
i7l- 1 4 C �I �I Citizen Web Request Page 1 of 2 73 al el Logged In As: -- Tuesday,January 24 2017 TOWN\oconneit Citizen Request, Management Route to Users Search Requests.Create ReClUe5t5 - Request Information Request ID: 58149 Created: 1/23/2017 2:23:13 PM Status: Assigned To Staff Assigned To:. O'Connell,Timothy Health Office Anonymous: No Request Category: Chapter 545 :Rubbish and Garbage edit Routine work: No Estimate: NO edit + Date scheduled: edit Estimated 2/6/2017 Change Estimated Jan February 2017 Mar Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat r29 30. 31 1 , 2 .1 1 5 6 7 8 9 10 11 12 .13 14 15 16 17 18 19 20 21 22 23 24 25 26 27. 28 1 .2 3' 4 5 161 7 I 8 1 9 Ino I 11 Created By: Crocker,Sharon _ Priority: Medium edit Health Office Citation Numbers: edit_; Requestor Information Requestor Diane Farry. Request Paul Strassel DETAILS: 514 SANTUIT LOCATION: 430 POPONESSETT ROAD ROAD Cotuit,Ma 02635 Cotuit Ma 02635 508-420-3420 Request Parcel Map: 019_ _ 1 Block 006...- __- Lot: 000 Caller said the person Number - — —has a large pit in back yard where he is throwing Parcel Lookup garbage and a blue tarp may be thrown over it at the moment. It has been attracting animals.for r years. Now huge coyotes, fox and crows are being attacked to it and person fears for the small dog. Email: e Edit Requestor Information http://issgl2/intemn lwrs/WR6quest.aspx?ID=58149 1/24/2017 Commonwealth of Massachus etts Board of Building Regulations and Standards V-7 Manufactured Buildings Program - LABEL REQUEST FORM This Section for State Use Only Date Received I �i q Label Numbers Issued: Fee Received I S U U,o U 3 C8.( 5 ` 8 803 0 ` U cgjc� Check Number I �° Date Issued: q, 4 U Issued by: This Section to be Comvleted b Manufacturer-PLEASE PRINT OR TYPE SECTION 1 -MANUFACTURER INFORMATION I BBRS\DPS I.D. Manufacturer Name IlWestchester Modular Homes,Inc MC # 116 Street I30 Reagans Mill Road Ci tip/'tale/Zip 1Win dale, NY 12594 Manufacturer Telephone Number: (845) 832-9400 Fax Number: (845 ) 83276698 klanufacturer-Plant Inspector I Steve LaChapelle Third Party Agency PFS Corporation TPIA#02 ` Number of Labels Total Amount Attached $ "Zoo.OV Manufacturer's Serial �Q `� Manufacturer's Model �. / Number Desi gnation' C170cLlle— r SECTION 2- LOCATION OF BUILDING Street _ 194 �+ - City/State/Zip -~- �� SECTION 3- BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/DeaIer Street ' go U30 Cite/State/Z.i-b I a ICertified Installer I rem vic— Licensed Construction �On (! s �' License Number: Supervisor _ I Cis i Expiration Date: This form shall be completed by the manufacturer when.requesting manufactured building labels. All inforiiiation'shall be cleari ,indicated. Incom lete forms w 3 p ill be returned to the manufacturer.unprocessed. request shall be forwarded to the BBRS%Dept. of Public SafetS, .. • an.Street/P.O. Box 1063-- _,_.__.___..__.__ Hadley.Building- Ground Floor—`--- Westboro,MA 01581 Bbrs\Forms2\mfgLabe1Request December 17,2003 . TOWN OF BARNSTABLE .y BUILDING PERMIT PARCEL ID 019 010 GEOBASE ID 605 ADDRESS 514 SANTUIT ROAD PHONE COTUIT ZIP — i LOT 68A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT. 77121 DESCRIPTION 3BR. W/ ATTACHED 2 CAR GARAGE PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services TOTAL FEES: g Y COND '00 NSTRUCTION COSTS $.00 1 PRIVATE * BARNSTABLE, • MASS. 039. ��FD MPS a BUILDV D ,>I N BY DATE ISSUED 06/08/2004 EXPIRATION DATE i � 1 - >> TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 019 010 GEOBASE ID 605 ADDRESS 51.4 SANTUIT ROAD PHONE COTUIT ZIP - i LOT 68A BLOCK LOT SIZE DBA DEVELaOP11ENT ii ff DISTRICT CT PERMIT 74704 DESCRIPTION SNGL FAM 3 .BDRM MODULAR W/ATT 2 CAR GAR&PO.11 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT I CONTRACTORS: DONALD B SHULMAN Department of ARCHITECTS: Regulatory Services ! TOTAL FEES. $668.30 BOND $.00 CONSTRUCTION COSTS $180,096.00 1.01 SINGLE FAM HOME DETACHED 1 PRIVATE f * BAxxsrnBLE, MASS. I BUILDING DIVISION' BY DATE ISSUED 02/12/2004 EXPIRATION DATE (Juj or d TOWN OF BARNSTABLE BUILDING ^PERMIT.__ PARCEL ID 019 010 GEOBASE ID -605 ADDRESS 514 SANTUTT ROAD PHONE- COTUIT ZIP - LOT 68A BLOCK LOT SIZE DBA �'rs.,<. ` DEVELOPMENT MO DISTRICT CT PERMIT I . .(74704`:` � DESCRIPTION SNGL FAM 3 DRM MODULAR WATT 2 CAR GAR&POP PERMIT T rp, ' "tdILD�' TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: DONALD B SHULMAN Department of j ARCHITECTS: Regulatory Services TOTAL FEES: $668.;30 BOND f_,__ $.00 0� CONSTRUCTION COSTS 1�180,096.00 j 101 - I GLE FAM HOME DETACHED 1 PRIVATE I?*,. giAst�, (� . 1639. C'a 17/.2 BUILDING DIV CIO✓ BY L.IUA 0 - DATE ISSUED 02/12/2004 , EXPIRATION DATE (� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATErv^ 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS. ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i Y "to 9 5- 3 /4# $ ��®K g�uN� 1 HEATING INSPECTION APPROVALS ENGINEER G EPARTMENT vy 2 r OFM 4 , to .OTHER: SITE PLAN REVIEW APPROVAL 112/4 E K SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS' TELEPHONE OR WRITTEN NOTIFICA- . NOTED ABOVE. TION. BUILDING PERMIT TOWN OF BARNSTABLE BUILDING PERMIT PARCEL, ID 019 010 GEOBASE ID 605 ADDRESS 514 SANTUIT ROAD PHONE COTUIT ZIP. li LOT 68A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT. PERMIT 77121 DESCRIPTION 3BR. W/ ATTACHED 2 CAR GARAGE PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department Of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $'00 �n�E CONSTRUCTION COSTS $.00 1 PRIVATE 1' i0_ ' +► BARNSTABLE, MASS. I I BUILDIN DIVIS N BY I DATE ISSUED 06/08/2004 EXPIRATION DATE I I 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. I 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 FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I' POST THIS CARD SO IT IS VISIBLE FROM STREET Ir BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS +I (; I I I 2 2 2 I I I i I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I I I 2 BOARD OF HEALTH 1 I OTHER: SITE PLAN REVIEW APPROVAL I I I 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. BUILDING PERMIT 7�76 TOWN.OF BARNSTABLE BUILDING PERMIT APPLICATIO - Map 19 Parcel '10 , -t Permit# �� r7ol c TA Health Division S/ -13�''"� Date Issued ;0110(( Con�brvation Division 115-1oq IC_ Ar' —7 �` 1 is w Fee *41 30 A.4�_ Tax Collector 1 1 CEPTIC SYSTEM MUSS'BE IMSTALLED'IN COMPLIANCE TreasurerV=TITL.E 5 Planning Dept. rzn yr nCbmMENTAL CODE PAM Date Definitive Plan Approved by Planning Board Al Historic-OKH Preservation/Hyannis Project Street Address 514 Santuit Road. r Village Cotuit Owner Paul & Diane Farry J Address 202 Maple Brook Rd Bellingham 02019 Telephone (508)966-4582 Permit Request Building permit for new modular (wood frame) single family dwelling with attached 2 car garage & 11 '5" x 5'5" farmers porch Square feet: 1st floor: existing proposed 830 2nd floor: existing proposed 830 Total new__1 , 660 Valuation Jr oning District RF-1 Flood Plain ' no Groundwater Overlay no r Construction Type Modular (Wood Frame) Lot Size 20, 000 s. f. Grandfathered: ❑Yes 01 No If yes, attach supporting documentation. Dwelling Type: Single Family it Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes W No On Old King's Highway: ❑Yes CA No Basement Type: id Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 830 Number of Baths: Full: existing new 2 Half:existing new 1 Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new 5 First Floor Room Count 2 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric W Other HVAC—Warm Air' Central Air: Wes ❑No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ®new size 24'x24'Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes itkNo If yes, site plan review# Current Use Single Family Dwelling Proposed Use Single Family Dwelling BUILDER INFORMATION Name Don ShulmanIRDA Tnc. Telephone Number (508) 888-421 2 Address 298 Route 130 License# CS051170 (copy attached) Sandwich, MA 02563 Home Improvement Contractor# Worker's Compensation# WC5681 521 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO New Bed d an ill (ABC Disposal letter attached) DATE SIGNATU f ' �r FOR OFFICIAL USE ONLY n PERMIT NO. r=: w r DATE ISSUED j MAP/PARCEL NO... r r_ ADDRESS VILLAGE OWNER DATE OF INSPECTION: J so" e) y�Z�oy J11 FOUNDATION FRAME t / �Y INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f - ,g. GAS: ROUGHS FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f N 1 Town of Barnstable r Regulatory Services EAPN LZ Thomas F.Geiler,Director lfc nno't" Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 4,2004 Jeffrey Lauzon Building Inspector - Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis,Ma 02061 Re: 514 Santuit Rd,Cotuit To Whom It May Concern: This letter is to confirm that this department has approved a building permit for the above property subject to the conditions of a decision by the board of appeals dated December 17,2003 and pending a demolition permit being obtained. Sincerely: Jeey .Lauzon Building Inspector I r r t4 Sk 18104 P0126 01353 01--07-2004 a 02=33rs 03 DEC {I. AM 10. r CLERK Town ofIB rns .g.. Zoning Bodd of Appeals Decision and Notice Appeal 2003-153-Fairy Special Permit Findings-MGL Chapter 40A,Section 6 Demolition and Reconstruction on an Undersized Non-conforming Lot gummary: Granted with Conditions Petitioner: Paul C.Farry Property Address: 514 Santuit Road,Cotuit,MA Mapfareel: Map 010,Parcel 010 Ong: Residence F Zoning District Relief Requested&Background: The subject property is located in Cotuit on Santuit Road. The lot is 0.46 of an acre and developed with a one-story,two-bedroom single-£amily dwelling of 624 sq.& The dwelling also has an enclosed porch of 100 sq.ft.and an outdoor patio of 220 sq.ft. According to the Assessor's record the lot was developed in 1950. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-story,three-bedroom colonial with an attached two-car garage and a small front porch. The dwelling is to have 1,660 sq.&,the garage 576 sq.ft.and the porch 72 sq.ft. The location of the dwelling conforms to the required 30-foot front and 15-foot side and rear setbacks for the RF District The property is within the AP—Aquifer Protection Overlay District and is not subject to the 330 Rule or Title 5 nitrogen loading regulations. It is not subject to Conservation Commission jurisdiction and the existing structure is not subject to the demolition delay ordinance. Procedural&Hearing Summary: This appeal was filed at the Town.Clerk's Office and at the Office of the Zoning Board of Appeals on October 01,2003. A public hearing before the Zoning Board of Appeals was duly advertised and i notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 03,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were Ralph Copeland,Sheila Geller,Ron S.Janson,Gail Nightingale and Chai=an,Daniel M.Creedon III. Mr.Brian R.Grady of GAF Engineering represented the applicant. Mr.&Mrs.Paul C.Farry were also present. Mr. Grady gave an overview of the lot and ownership history. He stated the proposal is to raze the existing dwelling and reconstruct a new 1,600 sq.&dwelling with an attached 576-sq.ft garage and a 72 sq.ft porch. The existing cesspools would be replaced with a new on-site Title 5 septic system. He noted that the new dwelling would be setback some 65 feet from the street,23 and 48 feet from the side property lines and 80 feet from the teat property line. Mt.Farry stated he contacted his immediate neighbors and they are not in opposition. The Board reviewed the plans and area calculation,noting the dwelling has a footprint of 1,600 sq.ft and that it is to be two levels with a total area for the dwelling to be 3,200 sq.& It was also noted that the existing shed was to remain. j �' 6 ` Bk 18104 Pg 127 #1353 Mr.Farry stated that they have no objections to conditions suggested in the staff report Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of December 03,2003,the Board unanimously made the following findings of fact: 1. Paul C.Farry has applied for Special Permit findings under MGL Chapter 40A,Section 6 to permit the demolition of an existing single-family dwelling and to reconstruct a new single-family dwelling. The property is addressed as 514 Santuit Road,Cotuit,MA in a Residence F Zoning District It is shown on Assessor's Map 019 as Parcel 010. 2. The subject lot is 0.46-antes and developed with a one-story,two-bedroom single-family dwelling of 624 sq.ft The dwelling also has an enclosed porch of 100-sq.ft.and an outdoor patio of 220 sq.ft with no basement The lot was developed in 1950. 3. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-story,three-bedrroom colonial with an attached two-car garage and a small front porch. .The dwelling is to have 1660 sq. ft.,the garage 576 sq.ft.,an 830 sq.ft.basement,a 10'x20'deck, and a porch of 72 sq.ft 4. The location of the dwelling conforms to the required 30-foot front and 15-foot side and rear setbacks for the RF District. 5. The new dwelling is a"reconstruction"as that term is used in the"second except"clause of the first sentence of MGL Ch.40A,Section 6. 6. The proposed dwelling does intensify the nonconformity in that it is a larger structure on the non- conforming lot However the proposed new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling because of its modest size. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the appeal for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on.a plan entitled"Sewage Disposal System Design prepared for Paul Farry located at 514 Santuit Road Barnstable,Mass."Drawn by G.A.F. Engineering,Inc.dated September 21,2003 and revised dated November 21,2003. 2. The dwelling shall be built in conformance to plans and elevations presented to the Board entitled "Choate Colonial"drawn by A J.Feith dated 07/18/03 and consisting of four sheets showing the elevations and first and second floor layout The Chairman will initial and date the plans. 3. The total gross area of the dwelling shall not exceed 3,350 gross sq.ft.,including the deck on the rest,which does not show on the plans,the garage and basement The dwelling is limited to no more than three-bedrooms. 4. The on-site septic system shall be required to meet Title 5 requirements without variance. 5. Construction shall comply with all applicable Building Division requirements. 2 f' Bk 18104 Pg 128 #1353 E . i . 6. During all stages in the demolition and reconstruction of the new,dwelling,all vehicles,equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking,storage or construction materials or items be permitted in the right-of-way of Santuit Road or within 10 feet of the neighboring property except as-may be needed for landscaping purposes or for utilities and then only on a temporary basis. No parking of vehicles on Santuit Road shall be permitted during construction. 7. All mechanical equipment associated with the dwelling(air conditioners;electric generators,etc) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 8. The dwelling,attached garage,covered porches,and deck shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any other accessory structure other than the existing shed be permitted without further permission from the Zoning Board of Appeals. 9. This decision,once issued and after the appeal period has expired,must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit shall be issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Ralph Copeland,Sheila Geiler,Ron S.Janson,Gail Nightingale,and Daniel M.Creedon III. NAY: None Ordered: Special Permit 2003-153 is granted with condition. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. . Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this decision,a copy of which must be filed in the office of th own Clerk. el M.Creedon III,Cfiairman Date Signe Z"``©�•••: �. ,�'� �{►). I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massi��i!tg certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed no appeal of the decision heen if Rid office of the Town Clerk. ? x « all.. Signed and sealed this _day o 1 D( the s an Aid42 Linda Hutchenrider,Town Clerk t�\ ••��' 3 RESIDENTIAL BUILDING PERINUT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= ° plus from below(if applicable) ALTER.ATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES attached&detached) 4''L GARA ( �$ S square feet x$32/sq.ft.= a x.0031= ° ) ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00'= 30 (number) Deck x$30.00= 3o u (number) Fireplace/Chimney (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost .cp"'e rain, Ali 10- 03 BE BA 1ABL , �,�� Town of,Bprnst, h Zoning NOR of Appeals Decision and Notice Appeal2003-153 - Farry Special Permit Findings.-MGL Chapter 40A, Section 6 Demolition and Reconstruction on an Undersized Non-conforming Lot summary: Granted with Conditions 1 Petitioner: Paul C.Fairy Property Address: 514 Santuit Road,Cotuit,MA Map/Parcel: Map 019;Parcel 010 Zoning: Residence.F Zoning District Relief Requested&Background: The subject.property is located in Cotuit on Santuit Road. The lot is 0.46 of an acre and developed with a one-story,.two-bedroom single-family dwelling of 624 sq.ft. The dwelling also has an enclosed porch of 100 sq.ft. and an outdoor patio of 220 sq.ft. According to the Assessor's record the lot was developed in 1950. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-'story, three-bedroom colonial with an attached two-car garage and a small front porch. The dwelling is to have 1,660 sq.ft., the garage.576,sq.ft. and the porch 72 sq.ft The location of the dwelling conforms to the required 30-foot front and 15-foot-side and rear setbacks for the RF District. The property is within the AP—Aquifer Protection Overlay District and is not subject to the 330 Rule or Title 5 nitrogen loading regulations. It is not subject to Conservation Commission jurisdiction and the existing structure is not subject to the demolition delay ordinance. Procedural&.Hearing Summary: This appeal was.filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 01,2001 A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all:.abutters in accordance with MGL Chapter 40A. The hearing.was opened December 03, 2003,.at which time the Board found.to grant the appeal. Board Members deciding this appeal were Ralph Copeland,Sheila.Geiler,Ron S.Jansson, Gail Nightingale and Chairman,Daniel M. Creedon III. Mr. Brian:R. Grady of GAF Engineering represented.the applicant. Mr. &Mrs. Paul C. Farry were also present Mr. Grady gave an overview of the lot and,ownership history. He stated the proposal is to . raze the existing dwelling and reconstruct a new 1,600 sq.ft. dwelling with an attached 576-sq. ft. garage. and a 72 sq.ft.porch. The existing cesspools would be replaced with a new on-site Title 5 septic system. He noted that the new dwelling would be setback some 65 feet from the street, 2S and 48 feet from the side property lines and 80 feet from thereat property line. Mr. Farry stated he contacted his immediate neighbors and they are not in opposition. The Board reviewed the plans and area calculation,noting the dwelling has a footprint of 1,600 sq.ft. and that it is to be two levels with a total area for the dwelling to be.3,200 sq.ft It was also noted that the existing shed was to remain. 43 DEC 17 Arl 10. .,�. p} °* O(� UN G q ei i Town of Barnsta`Ie DEC g 2Q03 Zoning Board of Appeals Decision and Notice Appeal 2003-153 - Farry Special Permit Findings - MGL Chapter 40A, Section 6 Demolition and Reconstruction on an Undersized Non-conforming Lot gummary: Granted with Conditions Petitioner: Paul C.Fairy Property Address: 514 Santuit Road,Cotuit,MA Map/Parcel: Map 019,Parcel 010 Zoning: Residence F Zoning District Relief Requested&Background: The subject property is located in Cotuit on Santuit Road. The lot is 0.46 of an acre and developed with a one-story,two-bedroom single-family dwelling of 624 sq.ft. The dwelling also has an enclosed porch of 100 sq.ft. and an outdoor patio of 220 sq.ft. According to the Assessor's record the lot was developed in 1950. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single4amily dwelling. The proposed new single-family dwelling is a two-story,three-bedroom colonial with an attached two-ear.garage and a small front porch. The dwelling is to have 1,660 sq.ft., the garage 576 sq.ft. and the porch 72 sq.ft. The location of the dwelling conforms to the required 30-foot front and 15-foot side and rear setbacks for the RF District. The property is within the AP—Aquifer Protection Overlay District and is not subject to the 330 Rule or Title 5 nitrogen loading regulations. It is not subject to Conservation Commission jurisdiction and the existing structure is not subject to the demolition delay ordinance. Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 01,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 03,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were Ralph Copeland, Sheila Geiler, Ron S.Jansson, Gail Nightingale and Chairman,Daniel M. Creedon III. Mr.Brian R. Grady of GAF Engineering represented the applicant. Mr. &Mrs. Paul C. Farry were also present. Mr. Grady gave an overview of the lot and ownership history. He stated the proposal is to raze the existing dwelling and reconstruct a new 1,600 sq.ft. dwelling with an attached 576-sq. ft. garage and-a..7Z.sq.ft. porch. The existing cesspools would be replaced with a new on-site Title 5 septic system- He noted that the-new dwelling would be setback some 65 feet from the street, 23 and 48 feet from the side property lines and 80 feet from the rear property line. Mr. Farry stated he contacted his immediate neighbors and they are not in opposition. The Board reviewed the plans and area calculation,noting the dwelling has a footprint of 1,600 sq.ft. and that it is to be two levels with a total area for the dwelling to be 3,200 sq.ft. It was also noted that the existing shed was to remain. i Mr. Farry stated that they have no objections to conditions suggested in the staff report. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of December 03,2003,the Board unanimously made the following findings of fact: 1. Paul C. Farry has applied for Special Permit findings under MGL Chapter 40A,Section 6 to permit the demolition of an existing single-family dwelling and to reconstruct a new single-family dwelling. The property is addressed as 514 Santuit Road, Cotuit,MA in a Residence F Zoning District. It is shown on Assessor's Map 019 as Parcel 010. 2. The subject lot is 0.46-acres and developed with a one-story,two-bedroom single-family dwelling of 624 sq. ft. The dwelling also has an enclosed porch of 100-sq. ft. and an outdoor.patio of 220 sq. ft with no basement. The lot was developed in 1950. 3. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-story,three-bedroom colonial with an attached two-car garage and a small front porch. The dwelling is to have 1660 sq. ft., the garage 576 sq. ft., an 830 sq. ft.basement, a 10'x20' deck, and a porch of 72 sq. ft. 4. The location of the dwelling conforms to the required 30-foot front and 15-foot side and rear setbacks for the RF District. 5. The.new-dwelling is a"reconstruction" as that term is used in the"second except" clause of the first sentence of MGL Ch..40A, Section 6. 6. The proposed dwelling does intensify the nonconformity in that it is a larger structure on the non- conforming lot. However the proposed new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling because of its modest size. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the appeal for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled"Sewage Disposal System Design prepared for Paul Farry located at 514 Santuit Road Barnstable,Mass." Drawn by G.A.F. Engineering, Inc. dated September 21,2003 and revised dated November 21,2003. 2. The dwelling shall be built in conformance to plans and elevations presented to the Board entitled "Choate Colonial' drawn by A J. Feith dated 07/18/03 and consisting of four sheets showing the elevations and first and second floor layout. The Chairman will initial and date the plans. 3. The total gross area of the dwelling shall not exceed 3,350 gross sq. ft.,including the deck on the rear,which does not show on the plans, the garage and basement. The dwelling is limited to no more than three-bedrooms. 4. The on-site septic system shall be required to meet Title 5 requirements without variance. 5. Construction shall comply with all applicable Building Division requirements. 2 i � FF 6, During all stages in the demolition and reconstruction of the new dwelling, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials or items be permitted in the right-of-way of Santuit Road or within 10 feet of the neighboring property except as may be needed for landscaping purposes or for utilities and then only on a temporary basis. No parking of vehicles on Santuit Road shall be permitted during construction. 7. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 8. The dwelling,attached garage, covered porches, and deck shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any other accessory structure other than the existing shed be permitted without further permission from the Zoning Board of Appeals. 9. This decision,once issued and after the appeal period has expired,must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit shall be issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Ralph Copeland, Sheila Geiler,Ron S.Jansson, Gail Nightingale, and Daniel M. Creedon III. NAY: None Ordered: Special Permit 2003-153 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty.(20) days after the date of the filing of this decision,a copy of which must be filed in the office of the n Clerk. aniel . Creedon III, Chairman e Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of peTJury. Linda Hutchenrider,Town Clerk 3 1001 Permit Number REScheek Compliance Certificate Checked By/Date Massachusetts Energy Code RES check Software Version 3.5 Release Id Data filename: H:\Check•\REScheck\03288.rck PROJECT TITLE: 03288 _CITY: COtUit STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family. Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) APPROVAL LIVIIT=f`, TO FACTORY BUILT PORTION DATE: 10/02/03 DATE OF PLANS: 10-01-03 OCT PROJECT DESCRIPTION: Choate K RT yG DESIGNER/CONTRACTOR: ZZ A Westchester Modular Homes. Inc. = _3 STUN RG z No4113i COMPLIANCE: Passes ' �ssjONAI Maximum UA=291 �'''n,,•:,,+++�+`+`'�, Your Home UA=241 17 21/o Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Ener!*v Truss 830 38.0 0.0 21 Wall 1: Wood Frame. 16"o.c. 1845 19.0 0.0 96 Window 1: Wood Frame:Double Pane with Low-E 161 0.400 64 Door 1: Solid 40 0.160 6 Door-1 Glass 40 0.380 1 Floor 1: All-Wood Joist'Truss:Over Unconditioned Space 830 19.0 0.0 39 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans. specifications. and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECc.-heck) and to comply X'Vith the mandatory requirementsllisted in'the RESc•hec•klnspection Checklist. The heating load for this building. and the cooling load if appropriate. has been determined usi g the applijphip Design Conditions found in the Code. The HV.AC equipment selected to heat or cool the building sha I be no greater than 125%of the design load as specified in Sections 780CMR 1310 and.14.4. y 0 2003 _ BuilderDesigner ✓✓./ Date ' /C— . ,.�. n p € •wwfes rq .. XXEE�1 .�„ k 11t*}{ 1Wryi�� 1t�y'S - r . mslT.wxYN,854.'.GGP�it4'iG' - ^ Job 57 6313 SEVEN-04WESTCHE� s i, F.D. TOP CIIORU 2x6 SPF (S) #2 : T2 2x6 SPF (S) Yi, THIS DWG: PREPAf1E0 FROM COMPUTER yNPU�i[LOADS 6 DIMENSIOOS)_SUOMITTEO BY TRUSS NFI�t. w_ p BOT CHOHO 2x6 SPF (S) 2100f-I -BE (A) 1X4 #3 DIEM-FIR,IX4 #3 SPF OR BETTER CONTINUOUS LATERAL WE(IS 2x4 SPF (S) 03 BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. ,o BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80TH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DO NOT m WALK ON BRACING OR USE IT TO SUPPORT LOADS OF ANY KIND v (8) PROVIDETFIELD CONNECTIONS OFORE757PLB. LOAD IN ALL ITT DIRECTIONS AT END OF WEB. RECOMMENDED CONNECTION: 1J NOTE: CONTACT ALPINE ENGINEERED PRODUCTS FOR PROPER TRULOX PROPERLY DESIGNED TRULOX NAIL PLATE OR BETTER. LENGTH OF NAIL PLATE SIZE AND NAIL QUANTITY. ALTERNATE COMPONENT KNEEWALL MAY BE MODIFIED AT END TO ACCOMMODATE HOME ASSEMCONNECTION (IS KNEEWALL, MAILERS, ETC.) , AND FIELD (C). NOMANUFACTURER'S HINGEDFIELD CONNECTION71PROVIOEDETAIL. A MINIMUM OF 2" WOOD CONNECTIONS, SHALL BE DESIGNED BY THE BUILDING DESIGNER AND SUPPLIED BY OTHERS. TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. WARNING! FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY (0) TRUSS MAY BE STUBBED BACK 1"8 AS INDICATED BY OASIHED�LINE. ! ! ' RESULT IN INADEQUATE STRUCTURAL PERFORMANCE, SPECIAL LOADS TC - FromMBE1T26 PLFAC.at-10.00/toLAT120tIP1_F at: 12.65R. A OPTIONAL BC - From 20 PLF at 0.00 to 20 PLF at 13.79 CANTILEVER - PL - From 20 PLF at 8.84 to 20 PLF at 12.02 DETAIL TC - 147 LB Conc. Load at 12.65 2X6 WEDGE TRUSS TO BE USED .WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY ,W4X51B1)W4X6 iSPF (S) #3 DO NOT USE WITH PLASTER CEILING. (L/(IL: 290- 16 L/dT: 210.61) 4 147#. -i W4X6 ` R=1124# yy=3"B e A Ci T 2 12 (B) p 5 28HPMH-iB (NO ga�(`) ' -- (D)I W5X4 W4X51(81) 1 y,� (C) In (A) ' N -r-I1� � (C) 28HPMH-Ia9'4 . W4X (D1)� `1 -3 3113 y� 514118 I 5, y - • =105 OVER 2 SUPPORTS - 0` 2#. W=3 B R=1049# W=3"B TJ Q o cs, ,---I R14hov(_-(t,tA note. 1® i 1D WLR REV. 2-2-98 a-.a (� y - ��P��11 OF 414S 2638-14229 PLATE V� TP DESIGN`CRIT=TPI OTY 1 TOTAL SEO - 64421 Dy ALPINE ENGINEERED PRODUCTS. INC O -XOTT L. '� REV. 18. 1t)3 SCALE =0.2500 i� InUSSES REQUIRE E M `� / �+ 1 PORTANT x�1 911ALL N0/ BE RESPONSIBLE FOR ANY �SCH VV (��I(SM• ` 4 , (/ PSF REF 2638--57363 ARNINGINIIANDL ING, E TIO 0 A ION FROM THIS DESIGN OR THESE.SPECIFICATIONS, OR AHv BtUCINf.. SEE IIIB-91 by IP1. 9 `SA'! ;�,'•.o.� O y FAILU E 10 9""D 111E I11USS IN CONFUNMANCE W1111 OPT. FOR AUUIIIUNAL SPECIAL PEN B DL 10 . 0 PSF DATE 05/07/97 ALPN CONNECTORS AM HAUL OF 20GA GALV. STEEL NEEIING ASIM OUIREMENTS UNLESS DATER OICATEO. 1 No. 32020 /� f NE o U A653 R37 EXCEPT AS NOTED. APPLY COIINECTORS 10 EACH FACE OF CHORD SHALL BE LAIEPALLY RACEP•WITH n DL 10 . 0. 0 PSF ORWG 967,838 L.� t� In AND UTA.ES9 OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIIEATIIING, BOTTOM T '� "T'^Y VO Iti p C0/0 IOR9 PER DRAWINGS U0. 150 C 160A-F: DESIGN SIANOAnOS WITH PnOPEnLY ATIACIIEO p10 I0 CEILING E P(7:C�`�'�S_T_F \���`' LL 0 - 0 PSF -ENG WLR —� GO/ IN W/JPPI IGBLE PNOVIS IONS OF FL9 C TPI. AN ENGINEER'S ALPINE IECIW[CAL UPDATE 17/1/911 FIT 1 0 [I \�'ti.1•�ONA`f��G/ TOT,LU. '7 n U PSF —7 TRUSS SEAL ON 11119 nNAWING APPLIES 10 ME COMPONENI DEPICTED HETIE DRYWALL APPLICATION. FURNISH A /. 4�l 1E� /1 VI >....- CINA OF Tn19l �< •- /' OUR.FAC. 1 . 15 ' _-7, 1= G O _O. 1=. IN OTL1, AND 914LL NOT BE RELIED WON IN ANY OIIIEP WAY. OE910N IO hlE THU59 EHE[1ION CONINAC TOP. ,rye, ay The Conunon>vealrh ofMassachuserts _ 1�epn-anent of Inrlusirial:lccirlenrs IF Office of Investigations 600 Washin'ron Srreei Bosion,Mass. 02111 Workers' Compensarion insurance Affidavit Applicant Information Please PRINT Legibly location: City: _ Mp phone Sog ❑T :un a homco��n u ct pertornng all work myself'. Rb6- 45�� ❑1 :nl a sole. proprietor and have no one working in any capacity [I1 am an employer providing workers' compensation for my employees working on this job. Company name: Don Shulman RDA Inc d/b/a Realty Development Associates address; 298 Route 130 Sandwich phone#: ( 508 ) 888-421 2 insurance Co.: Granite State Insurance Co. po icyR: WC5681 521 Ml am a sole proprietor_ 2encral contractor or homeowner(circle one)and have hired the contractors listed below %Vito hay e the following wor-ers compensation policies: Company name: Don Shulman RDA Inc, d/b/a Realty Development Associates addrI-ss: 298 '_Route 1 3 0 cir}: Sandwich phone;r: ( 508 ) 888-421 2 insurance co.: Granite State Insurance Co. policy n: WC5681 521 companynalne: See Attached List of contractors addre33: phone is insurance co.: policy AQ:lehed;additional steer if necessary Failure w secure coticra�,.c as required under Section 25A o?!tiIGL 152 can lead to the imposition of criminal.penalties of a fine up to Sl,d00A0 and/or one years' impnsonnlcnr as"ell as civil penalties in form of a STOP WORK ORDER and a fine of$100.00 a day against me.I understand that a copy of this statement may be fon,arded w the Office of lnvcstigations of the DLL for coverage verification. 1 do hereby Cc!tit under the pall airy that the information provided above is true and correct. atr O y Dare PriniName Don Shulman President RDA Inc . Phone; ( 508) 888-4212 ofnciat use only do not tariie in this area to be completed by city or town official City or tdti,n: crmit/license p ❑Building Department cilecb-it inuncdiltc response is required - ❑ Licensina Board ❑Selectmen's Office cone+,r person: ❑Health Department phone ❑other �rci iscd 195 Pi.-�) CONTRACTOR'S INSURANCE INFORMATION GAF Engineering J M Shaw Construction 266 Main Street Wareham, MA 61 Progressive Ave West Bridgewater, MA (508) 748-0252 (508) 922-9115 Hartford Insurance 13WECGM9054 Arbella Protection 96016400001 Greg P Jones d/b/a Jones Excavating Emond Water Systems Inc P O Box 830 Sagamore Beach,MA 02562 676 Sanford Rd Westport,MA (508) 888-3600 (508) 674-0527 Liberty Mutual WC231S329973 Safety Insurance #NXC0105991 Settipane Foundations Corp Gutter Pro Enterprises 4 Samosett Dr. S Dartmouth,MA P O Box 1197 Plymouth,MA (508) 991-2980 (508) 746-0400 Mass Bay Insurance ODN6127663 Guard Insurance Group GUWC341635 Marc Auditore d/b/a A&W Plumbing J&M Heat&Air Conditioning LLC 285 Palin St Apt#306 Brockton MA 620 Dickinson Street Fall River, MA (508) 897-0990 (508) 673-1624 Maryland Casualty #SCP34129461 Hartford Insurance 864X899602 i Beaupre Electric Inc. J&R Precast Inc. P O Box 668 Swansea,MA 16 County Street Berkley, MA (508) 326-8765 (508) 822-3311 Arbella Insurance 9090361201 C N A Insurance WCC133820940 Fred's Landscaping & Irrigation Hadrose Well Drilling 103 N Leyeden Street Brockton,MA 43 Padelford St Berkley, MA (508) 586-6901 (508) 822-3694 Farm Family Casualty #2012X0109 Eastern Insurance Co. WC98924039 Ash-Away Hearth & Chimney, Inc. Map Insulation 703 State Road N Dartmouth, MA P O Box 1309165 Old State Rd Sagamore Beach (508) 993-5577 (508) 888-3599 TIG Insurance Co. UB-866X378-A-02 Liberty Mutual WC1-181-053991-010 Ronald M.Burgo Drywaller Paramount Rug Co.Inc. 47 Tremont St S Dartmouth,MA 430 West Street Brockton, MA (508) 990-0570 (508) 583-5022. Merchant's Insurance CCP9133566 Hartford Insurance 08WECKH4834 Amazon Painting ABC Disposal Service, Inc. 940 West Main St #9 Hyannis, MA P O Box 50540 New Bedford,MA (508) 771-8083 (800) 310-9111 Maryland Casualty Company SCP 39067732 Commerce&Industry WC 969-15-18 ZIC Don Shulman/ Realty Development Assoc t °FSHE Tok, --Town,of Barnstable Regulatory Services BAZNSr"LE9 Mass $ Thomas F.Geller,Director Fn 9. ram Building'DiAsion Tom�Perry, Building Commissioner 200 Main Street; Hyannis,MA 02601. Office: 508-862-4038 Fax: 508-79076230 Property Owner Must Complete and Sign This Section If Using A Bu-ilder r r I as Owner,of.the subject property hereby authorize'- T-ii C, - to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address'of Job)" , t 3 SNg atute of Owner Date Print Name Subscribed to and sworn before me this 3o y of_CG'E"&, 20 3 _ Kathleen M. Harvey, Notary Public 1'di,,, C:ouin?ission Expires March 15, 20 E.. .. fit... ..... „t,...... .. .._ ... .. .. .. - - QTORMS OwNERPERMISSION -5.—; Board of Bu.zlding Regulations and Standards One Ashburton Place - Room 1301 Bosto��, Massachusetts 02108 IHome Improvement Contractor Registration. Registration: 129028 Type: Individual Expiration: D6/24/2003. Donald B. Shulman Donald shulman 298 Route 130 Sandwich, MA 02563 Update Address and return card.Mark reason for change Address Renewal Erregl;ayz nt Lost Card I � faze i�oo�zin2o�zc a��/�zoaczc%ccaP.C7.a Board of Building Regulations.and Standards License or registration valid for individul use only _. HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 129028 Board of Building Regulations and Standards Expiration: 06/24/20 03 One Ashburton Place Rm 1301 -Type: Individual Boston,11/ta.02108 Donald B.Shulman Donald shulman 298 Route 130 Sandwich,MA 02563 Administrator - Notvalid without signafure r BOND NO. 2544962 WESTERN SURETY COMPANY STREET PERMIT KNOW ALL MEN BY THESE PRESENTS, that we, RDA, Inc., 298 Rte 130 Sandwich, MA 02563, as Principal and Western Surety Company, as Surety, are holder and stand firmly bound and obliged unto the Town of Barnstable, Massachusetts, in the full and just sum of Four Hundred Sixteen Dollars, to be paid unto the said Town of Barnstable, its successors or assigns, to which payment, well and truly to be made we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, whereas, an application for a license for use of Streets has been made to the Superintendent of Streets of said Town by the said RDA, Inc for 514 Santuit Rd., Centerville, MA NOW, THEREFORE, if the said RDA, Inc. shall indemnify and save harmless the Town of Barnstable from all costs, actions, suits and claims whatsoever arising from any and all costs, actions, suits and claims whatsoever arising from any and all work, occupation, or obstruction authorized by said license, and shall restore said street or other public place so occupied or obstructed to its original condition within the time specified in said license and to the satisfaction of the Superintendent of Streets, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect. IN WITNESS WHEREOF, we hereunto set our hands and seals this 6 h day of January 2004. Witness: RDA,/Inc. B �pRPORAT = SA . WE ERN SURETY COMPANY BY: Attorney-in-Fact j POWER _OF.ATTORNEY r Know All Men by These Presents: (Irrevocable) BOND No.R- 25 4449b2 That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the _ approving officer if desired.That Western Surety Company,a corporation,does hereby make,constitute and appoint the following i THREE authorized individuals: AUTHORIZED INDIVIDUALS AUTHORIZED INDIVIDUALS l CHARLES` N RflBI SON PATRICIA5''Ar,"JOHNSuNtI r x` 11L"L'IAVl x t t �j 'f. .X S � �. • r v ,+,, 3,. � v � ,r++ t!v��,�.•e'S�),_� '� ti a.,r°� `T'd' ���,p. �� s yn- y�xy; r '''�td W� of Y y r y y„. y�"•i3�y�il� i I c {r,4� ,e , � -} �?"t '�` ti �t � .i r , :rY e �� �• �s.t ? rC" ..F, � FS "1 'p9 * tI*i 43- i 15— r Y•«' ( �, v .,l73,}. �r C r.a'�„ z1 � s � i. �` a '�MD' a3 i * +?fi. k �. f�7y P� `�6 >,�` j'S;!` 7�4 �y �vv.�.s. t Y f '' y}l;•b ,r err .`r ^tlfi ,.at• '.n',.li'ik".4 �F, S` }��.y'"tvtk4 ..R'�als in the City of SANDWICH State of N A S S AC HU S E T T S with limited authority, its tile and lawful Attorney(s) in fact with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf asl§urety,' one of the following bonds. An ORIGINAL bond required by Statute,Decree of Court or Ordinance for: MAXIMUM PENALTY (A) ADMINISTRATOR REFEREE IN PARTITION EXECUTOR - COMMISSIONER TO SELL REAL ESTATE % PERSONAL REPRESENTATIVE TRUSTEE OR RECEIVER-In Bankruptcy(Excluding Chapter 11) GUARDIAN OF INCOMPETENT CURATOR CONSERVATOR OF INCOMPETENT/CONSERVATEE ,x+'t' $ $QQ+QQQ "*'; COMMITTEE OF INCOMPETENT - r ,,�t `c.1*1 SALE OF REAL OR PERSONAL PROPERTY When this company has qualifying bond or when it is a separate , '} bond for accounting of proceeds of sale only. (B) - GUARDIAN OF MINOR OR CONSERVATOR OF MINOR �10 QQQ (C) NOTARY PUBLIC RECEIVER-(In State Court Only) AI `~} ). t - ,-� PUBLIC OFFICIAL AND DEPUTIES TRUSTEE-(Testamentary Only) (D) PLAINTIFF'S COURT BOND-Banks,Savings&Loan,and Trust Companies $rr`1QQ,t1QQi, '"I't• (Except Restraining - Order and Injunction -All Others,except bonds rohibited by-NOTE',below - '� r'_<$ • 2Q 000+ )r"•. 1 s (E) COST ON APPEAL (EXCLUDING OPEN PENALTY,STAY,SUPERSEDEAS OR GUARANTEE OF A JUDGMENT) �$ ✓ .::i}.:laF is .� f � . (F) LICENSE AND PERMIT EXCEPT BONDS WHERE THE UNITED STATES OF AMERICA,A FEDERAL AGENCY,ORA STATE IS THE OBLIGEE :'+{„' i' a. '",$ ,yi2$,000' `""'�y�,►'_„w �chex p, �l« (G) STATE LICENSE AND PERMIT-The following S I X 6 bonds are authorized where the state of $C t s s4,S �M A S S AC H U SE T T S -.... A is the obligee(other state required bonds not authorized).AUC REAL ESTATE BROKER TRANSIENT VENDOR .PRIVATE DETECTIVE !MOTOR VEHICLE REPAIR SHOP EMPLOYMENT AGENCY SPECIAL FUEL USERS (H) ANY BOND OR INDEMNITY provided there is attached to this Power of Attorney,written authority in the form of an endorsement, letter or telegram, sighed by the Senior Underwriting Officer, Underwriting Officer, President, Vice President, Assistant Vice President, Secretary, Treasurer or Assistant Secretary of Western Surety Company specifically authorizing its execution. For confirmation of the necessary.written authority, please contact our Underwriting Department at I-800-331-6053 (33.9 060,in South Dakota). NOTE L ERSEDE�'S,`ORPOPEN PENALTY OR STAY BONDS ON APPEAL OR GUARANTEE OF JUDGMENT OR BAIL BONDS OR CONSTRUCTION BID OR CONTRACT" %%N"xcepN a 'I—ov ded m S rNDi It DE.ENDANTS OR UTILITY DEPOSIT BONDS OR SITE IMPROVEMENT BONDS ARE NOT AUTHORIZED BY THIS POWER OF ATTORNEY, WESTEIt1V SUl(ETY COMPANY further certifies that the following is a true and exact copy of Section 7 of the By-Laws. of Western Surety Comp any; duly: adoptb&`and now in"force!to wit. "Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed)m the c r,pratefname of the Company by the President, Secretary, any.Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Dit;'cfor,Qmay authorize The,P-resident, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall hWet'authority to issue bon&&!oAcies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,jpolicies,' u e> in gs,,Powers,of.Attorne o other obligations of the corporation.The signature of any such officer and the corporate seal may be printed by facsimile." t •E> �� • a4"� WESTERN URETY COMPANY Dated rsd7 dg}FofApril2003. ATTE Y M Iiltl$11R Assistant Secretary By - STATE OF SOUTH DAKOTA COUNTY OF NHNNEHAHA 1 SS Senior Vice President On this lst day of April,2003,before me,D.Krell,the undersigned officer,personally appeared PAUL T.BRUFLAT and A.VIETOR who acknowledged themselves to be the Senior Vice President and Assistant Secretary,.respectively,of Western Surety Company,a corporation,and that they,as such officers being authorized to do so,executed the foregoing instrument for the purposes therein contained,by" signing the name of the corporation by themselves as inch officers. - In witpess whereof I hareuatp set my hand and official seal. _ D.KRELL " �qxouar euaue�;q f 5l-LoN tuxmAbiro/I • _ / �`/ _ _ n+ycommua�E*anesNovemeeao.xooa __._ Notary Public,South Dakota' I, the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable;and furthermore,that Section 7 of the By-Laws of the company as set forth in the Power of Attorney,is now in force./ I I In testimony whereof,I have hereunto set my hand and the seal of the Western Surety Company this' lU day of J O n Ld Ct P—y �Ut0 WEST RN SURETY COMPANY *IMPORTANT:This date must be filled in before it is attached to the bond and it must be the same date as the bond. By / S OR VICE PRESIDENT Form 99-A-4-2003 NOTICE:This 6order must be BLUE.If it is not BL ,this is not a certified coo. Affidavit of Substantial Financial Interest of A)C— , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel - 2 I d The address of the property is 5 ► 4 Sa� � 2. I have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 1 - 5- - Oq , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: N ame Address 4. Within the last twelve months,, from today's date, which is I - °�E , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel r� Address 5. Within this calendar year, I-have submitted building permit applications for property in which l have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted .13r-- building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted L16uilding permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received uilding permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,this 5�day of cw, , 2004 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT r a0iit49.34 f 21 MM.,► w"s ou,+euar o.�"'A""No.oRr)sm 10922 We, Paul C. Farry and Mary E. Farry, husband and wife as tenants by the entirety, both of Sudbury Middlesex County,Massachusetts being=married,for consideration paid,and in full consideration of One Dollar ($1.00) vm@i. grant to Paul C. Farry • of Cotuit, Barnstable�C uAty A ' ? 7 with quit[latm tDVPaatdB ftlandia Cotuit, together with the buildings thereon, situated in (. Barnstable (Cotuit), Barnstable County, Massachusetts, bounded and described as follows: 4Yltolt�tG634; BEGINNING at a cement bound set in the south side of Santuit Road, a Town Way, and being the Northwest corner of Lot 68A and the Northeast corner of Lot No. 67; THENCE running Northeasterly by the South side line of Santuit Road, one hundred three and 44/100 (103.44) feet to a cement bound at the northeast corner of Lot 68A and the northwest corner of Lot 68B; THENCE South 250 16' 00" East by the westerly line of Lot 68B, one hundred eighty and 14/100 (180.14) feet to a cement bound which is the southwest corner of said Lot 68B and the southeast corner of Lot 68A;. THENCE turning and running South Southwesterly by land of owners unknown, twenty (20) feet to a cement bound; THENCE running South 640 55' 00" West by Lot 71, one hundred (100) feet to a cement bound at the southwest corner of said Lot 6eA; THENCE turning and running North 200 55' 59" West by Lot 67, one hundred eighty-two and 48/100 (182.4a) feet to the Northwest corner of said Lot 68A and the point of beginning. Containing 20,000 square feet of land. Said premises are shown as LOT 68A on plan of land entitled, "Subdivision Plan of Land in Cotuit - Barnstable - Mass.", drawn for Thomas J. Carroll et al by Charles N. Savery Co., Engineers and Surveyors, dated June 6, 1958, which said plan is duly filed in Barnstable County Registry of Deeds in Plan Book 143, Page 147. Being the same premises conveyed to us by deed of Edmund J. Gallucci and Doris I. Gallucci, dated January 7, 1980 and recorded with Barnstable County Registry of Deeds, Book 3041, Page 238. (*Individual—joint Tenants—Tenants in Common.) BOOK4934 KE 122 our hand cadsail tin.1!! ......Ztk—dRyof r-..19 85 . :.... ............................. ................................. 1xai'l C. Farry ..... + 1 5:.....N L, ...... ....... .... ... ........ ............... .............,................................ ......................... 1 .rFirY x �t �Dptpptl(1I'� � �996i1[altNFn9 Q " Worcester, ss. p� y-��, ar 9 19 85 Then personally appeared the above named Paul C. Farry and Mary E. Farry and acknowledged the foregoing instrument to be their fr act and deal, ore me .' �..i`a.........�� .... . ... .. ..... / Notary Fubuc—pJustice of the PCs= My Commission Eapim.jp 1 LATR BLE COUNTY Y OF DEEDS OPY.ATTEST ADE..REGISTER CHAPTER 163 SEC.6 AS AMENDED BY CHAPTER 197 OF 1969 Every deed presented for record shall contain or have endoned upon it the.full name,residence and post o6ice address of the grantee sad a«vital of the amount of the full considemtion thereof in dollars or the nature of the other consideration therefor,if not delivered for a specific monetary sum.The full consideration shall men the told price for the conveyance without deduction for any liens or encumbrance assumed by the grantee or remaining thereon. All such endorsements and recitals shall be recordtd as put of the dad. Failure to comply with this section shall not affect the validity of any dad No register cf duds shall accept a dad for recording unless it is in compliance with the requirements of this action. RECGRDI:c FEB 2186 f:.l_>,A, br. � ,r`r; r<� �� t fA81 F^ Model sales Como, 298 Rowe. 1.30 REALTY D VLi DOPME J.�`�" Route 44 SAndwich.,MA 02563 1 r r LakevtEle,MA j" E S (508)y46-3572 Fux;946-.35?1 FAX TRANSMITTAL SHEET RETURN FAX NUMBER (508) 888-4211 To Fax Number: 508 7 SD Date: A&Atli I�2 2oc,-j From Total Number of Pagos- (Including Cover ]Page) If any problems receiving this fair, Phase call (648) 888-4212 T-----------------------;---------_- ---- -------------------.._----_ r 1 t { Gin Ory �Cx , 1 I ' 1 I `'1.11 w �u-s�-ew, w c...i.c� � v�`y�-���� '--F�-va i.ruo r� ra►.r�,� ; tAAsLAI ' I MAn L, , . I { � 0 0 cv�P I. s/1. I11�4 rev M I . { I , , ' I I , 1 L--w--------- - ---------------. --- .., ---- --- ------� (" stom Ptah Moditlar Homes • Lmid Development Web She- www.T;DAmodularhomes,com • nutit; RL%Ard�lZllAuic)dularhumcx.corn I 'd IIZbBBBBOSI owl HON eLT BO b0 21 -JeW %d P ,Engineefing& ROBERT M. DE�vR051BRa, FE. esign Co., Inc. Consulting Engineer 508-946-3561 Suite four - 66 Cambridge 5treet 508-946-1653 P�'ddlFbnrnu:�h, MA 023-k,j March 11, 2004 Project No. 2004-065 Mr. Hots Miguel Realty Development Associates 298 Route 130 Sandwich, MA 02563 Re: resign Review of Foundation Wall Attachment Detain for Farry Residence,514 Santuit Road,Cotuit,MA Mr. Miguel.- You asked me to design a fastening system to attach a portion of the poured in place concrete garage foundation to the main house foundation. The proposed home is a modular frame structure manufactured by Westchester Modular Homes, Inc. It has the appearance of a three quarter Colonial-style structure with an attached two-car garage, You have provided me with plans for the project dated July 13, 2003, with a revision date of August 6, 2003, 1 understand that the garage foundation and the main house foundation were placed at different times, and that they do not meet in full width joint. Although it is permissible to have a cold joint between adjacent elements of a structure, l recommend strongly that you provide a positive attachment between them to ensure there is no differential deflection of settlement across the joint. Y recommend that you install a series of steel angle clips on both the inside and outsie of the joint, 'rhese clips should be fastened to the concrete of both the garage and the main house with 5/8" threaded rod set in an epoxy grout, 1 recommend that you install these clips at 24" on center, and staged them in elevation from inside to outside of the joint. I have prepared the attached sketch to show the intended detail. If you have any questions regarding this report,or if you require additional information, please do not hesitate to call. Very Truly Yours, ' :1Y',11f7 0 Robert M. IDe o e s P.E. 1ROhe sr $1 r � �� ••,.� s -a Z 'd TTZbBBBBOST OWI Ham eLT :80 b0 21 JVW ASAr)gineenr-?g E & Design Co.,Inc. Suite Four• 66 Cambridge 3trcct• Middleborough, MA 0234.6 phone 508-946-3561 - Fax 508-946-1653 8Y DATE FILE SHEET (�1✓"'� LC��1'hL�--� susc� 3- I110 ► O ) j S i 4- F6JJ C: i ear ice LA 1aj f ' .......... E 'd TTZb88B80ST owl LION e81 :80 too 21 .aew TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 10 Permit# /y th Div on s f`t"' `'` § f �'Datekssued �/�"�©Y G?4 Conservation Division q" 111'1;1' t R j 11 EApplication Fee Tax Collector I� A 1, b0 K- � D Permit Fee D _ _ Treasurer --- -- -- - ------ �ONISION Planning Dept, Date Definitive Plan Approved byIreservation/Hyannisann`ing BBoard Historic L�� Project Street Address J/'� ��^J 7z)l -E!,J Village C0 7-0 i `i Owner o/- G; r��'�ey Address i��s/���✓b i9-�J �Ji9 y/ Telephone Permit Request LQ VE' UIp -G, S ; V\``G`S l \ y Square feet: 1 st floor: existing Z proposed/0P a 2nd floor: existing D proposed4/o 00 Total new Z✓`r 76 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 20, O 00 alai" 6 etc:,Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) r Age of Existing Structure- Historic-House: ❑Yes ,ZNo On Old Xing's�Hig%ay:`10 Yes -, No ' Basement Type: ❑Full 15YCrawl ❑Walkout O Other Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) 45 "Y Number of Baths: Full: existing / new Half: existing new. Number of Bedrooms: existing 2 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel:/6 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes /l!TNo Fireplaces: Existing d New Existing wood/coal stove: O Yes ,2Y-No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size r Z Z - - Attached garage:❑existing Mnew size.�7� " hed�existing ❑new size �o Other: z, Zoning Board of Appeals Authorization Appeal# Z003•1�3'��Recorded Commercial- ❑Yes ,�RVo If yes,site plan review# Current Use /� ��17 -N���� Proposed Use BUILDER INFORMATION Name 1"t14Y,y6V -�3V let' Telephone Number Address License# Home Improvement Contractor# ,%6)600 02635 Worker's Compensation# A r/6Uc10 a)1!2,2 i5Zco ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - SIGNATURE DATE FOR OFFICIAL USE ONLY '- PERMIT NO. DATE ISSUED MAP/PARCEL NO. I ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE r ' n ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING • DATE CLOSED OUT ` ASSOCIATION PLAN'NO. i Parcel Detail Page 1 of 2 y kS e`+ ,ma's` � ,.,.. U, .§. _ :�.... .«_ `=s'. '.' :. .• .... ..�._,>. .. ....1?'q ..............�E...» ...... Logged In As: Parcel Detail Friday, February 6 2004 Danielle St.Peter i�a rce l V eta 1 Home Application Center Parcel Lookup Parcel Info Parcel ID019-010 Developer Lot LOT 68A Location 1514 SANTUIT ROAD Frontage 103 Sec Road Frontage , Village .COTUIT Fire District COTUIT Owner Info . ... -- - Owner ,PARRY, PAUL C Co-Owner Streetl 202 MAPLE BROOK RD Street2 f City BELLINGHAM State MA j zip 02019 Country USA Land Info Construction Info Building 1 of a_ Year 950_ _ Roof ;Gable/Hlp Ac None ,1 Built Struct ,.v Type Effect Roof Bed Area 676 Cover "Asph/F GIs/Cm Rooms 2 Bedrooms ..._... . Bath Style Cottage wall Knotty Pine Rooms 1 Bathroom Model "Residential Drywall Total 4 Rooms Rooms Bath Grade Below Average Floor Vinyl/Asphalt style Stories Kitchen 1 StOry Style Ext .,.<........^......^.,,.,�_, ..,.. Heat E, - �.__..,, ....._ ,,.. Bath �,._ �.._. Wall Wood Shingle Fuel ;Gas spit 1 Full � a .. .. .... .._. .... .... ..... �, . Heat Type HOt Alr Found-anon ; plCal h Permit History Issue Date purpose Permit# Amount Insp Date Comments Visit History Date Who Purpose 2002-08-20 ''' PT Meas/Est 1999-08-18 Frederick Stepanis Meas/Listed Sales History http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=659 2/6/2004 Parcel Detail I I Page 2 of 2 Line Sale Date Owner Book/Page Sale Price 1 2/15/1986 FARRY, PAUL C 4934/121 $1 2 FARRY, PAUL C 3041/237 $0 Assessment History _ ....... Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2004 $46,600 $0 $0 $164,200 $210,800 2 2003 $34,300 $0 $0 $70,500 $104,800 3 2002 $34,300 $0 $0 $70,500 $104,800 4 2001 $34,300 $0 $0 $70,500 $104,800 5 2000 $29,700 $0 $0 $47,200 $76,900 6 1999 $20,000 $0 $0 $47,200 $67,200 7 1998 $20,000 $0 $0 $47,200 $67,200 8 1997 $11,900 $0 $0 $24,700 $36,600 9 1996 $11,900 $0 $0 $24,700 $36,600 10 1995 $11,900 $0 $0 $24,700 $36,600 11 1994 $13,400 $0 $0 $26,200 $39,600 12 1993 $13,400 $0 $0 $26,200 $39,600 13 1992 $15,200 $0 $0 $29,100 $44,300 14 1991 $21,500 $0 $0 $50,900 $72,400 15 1990 $21,500 $0 $0 $50,900 $72,400 16 1989 $21,500 $0 $0 $50,900 $72,400 17 1988 $22,700 $0 $0 $26,900 $49,600 18 1987 $22,700 $0 $0 $26,900 $49,600 19 1 1986 1 $22,700 $0 $0 $26,900 $49,600 11 Photos _. ..... ........vim http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=659 2/6/2004 ONSTAR One NSTAR Way,Westwood,Massachusetts 02090-9230 EL EC rR/C GAS December 22, 2003 Dear Paul Farry, This letter will serve as confirmation that the electric service at 514 Santuit Rd, Cotuit, Ma. was removed. Based on this information, there is no electric power to this building and you ' may proceed with the demolition. If you have any questions, please contact me at (888) 633- 3797. Since�ely�y ours, GIS ShirCey 511ac ay Customer Service Clerk F 0,1 :(--'ITU:T '_INTER. FA,( tC, :50E4287517 Jan. 65 K14 4:41F t �1 ` Cotuit Yin &.strict . . Water ;Dzpartmrnt 430C FALMOUTH ROAD. P.O. BOX 451 GOTUIT, MASS. 02035 FRONE i508) 428-2687 FAX 408) 42B-7517 January 5,s004 Realty Development Assuciates 298 Rte.130 Sandwich,MA 02563 RE: 5 i4 3antuit Road-PARRY 'I'o whom It May Coac:tm, This letter confirms that the waterat the home locatrd at 514 Santuit Road in C:utuit, has lien turned off and disconnezicd at the meter pit that is 10Cated at the property line. Please contact us at 428-2687 the moming of the demolition as we would like to stop by. Sincarei v. r r J Chris wisemsn Assistant Superintendent +` 1 Whn Erre ery Deliv 127 27 Whites Path South Yarmouth.Massachusetts 02664 January 7, 2004 _ Re: 514 Santuit Rd, Cotuit Mr. Paul Fany 202 Maple Brook Rd Bellingham, MA 02019 To Whom It May Concern: This letter is to confirm that the natural gas service to the above referenced property has been cut off and capped. If you have any questions, please call 508-760-7530. Sincerely, \ Steve Jacobson Field Supervisor LI_ - 3,3� `ot TPA 03 Gt% I l AM IG _ MAM . U P'9 I�i v I f•V0 L �7 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-153 - Farry Special Permit Findings - MGL Chapter 40A, Section 6 Demolition and Reconstruction on an Undersized Non-conforming Lot Summary: Granted with Conditions Petitioner: Paul C.Farry Property Address: 514 Santuit Road,Cotuit,MA Map/Parcel: Map 019,Parcel 010 Zoning: Residence F Zoning District Relief Requested &Background: The subject property is located in Cotuit on Santuit Road. The lot is 0.46 of an acre and developed with a one-story, two-bedroom single-family dwelling of 624 sq.ft. The dwelling also has an enclosed porch of 100 sq.ft:and an outdoor patio of 220 sq.ft. According to the Assessor's record the lot was developed in 1950. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-story, three-bedroom colonial with an attached two-car garage and a small front porch. The dwelling is to have 1,660 sq.ft., the garage 576 sq.ft. and the porch 72 sq.ft. The location of the dwelling conforms to the required 30-foot front and 15-foot side and rear setbacks for the RF District. The property is within the AP—Aquifer Protection Overlay District and is not subject to the 330 Rule or Title 5 nitrogen loading regulations. It is not subject to Conservation Commission jurisdiction and the existing structure is not subject to the,demolition delay ordinance. Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 01, 2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 03, 2003, at which time the Board found to grant the appeal. Board Members deciding this appeal were Ralph Copeland, Sheila Geiler, Ron S.Jansson, Gail Nightingale and Chairman, Daniel M. Creedon III. Mr. Brian R. Grady of GAF Engineering represented the applicant. Mr. &Mrs. Paul C. Farry were also present. Mr. Grady gave an overview of the lot and ownership history. He stated the proposal is to raze the existing dwelling and reconstruct a new 1,600 sq.ft. dwelling with an attached 576-sq. ft. garage and a 72 sq.ft. porch. The existing cesspools would be replaced with a new on-site Title 5 septic system. He noted that the new dwelling would be setback some 65 feet from the street, 23 and 48 feet from the side property lines and 80 feet from the rear property line. Mr. Farry stated he contacted his immediate neighbors and they are not in opposition. The Board reviewed the plans and area calculation, noting the dwelling has a footprint of 1,600 sq.ft. and that it is to be two levels with a total;area for the dwelling to be 3,200 sq.ft. It was also noted that the existing shed was to remain. Mr. Farry stated that they have no objections to conditions suggested in the staff report. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of December 03, 2003, the Board unanimously made the following findings of-fact: 1. Paul C. Farry has applied for Special Permit findings under MGL Chapter 40A, Section 6 to permit the demolition of an existing single-family dwelling and to reconstruct a new single-family dwelling. The property is addressed as 514 Santuit Road, Cotuit, MA in a Residence F Zoning District. It is shown on Assessor's Map 019 as Parcel 010. 2. The subject lot is 0.46-acres and developed with a one-story, two-bedroom single-family dwelling of 624 sq. ft. The dwelling also has an enclosed porch of 100-sq. ft. and an outdoor patio of 220 sq. ft with no basement. The lot was developed in 1950. 3. The applicant proposes to completely demolish and remove the existing house and reconstruct a new single-family dwelling. The proposed new single-family dwelling is a two-story, three-bedroom colonial with an attached two-car garage and a small front porch. The dwelling is to have 1660 sq. ft., the garage 576 sq. ft., an 830 sq. ft. basement, a 10'x20' deck, and a porch of 72 sq. ft. 4. The location of the dwelling conforms to the required 30-foot front and 15-foot side_ and rear _ setbacks for the RF District. 5. The new dwelling is a"reconstruction" as that term is used in the "second except" clause of the first sentence of MGL Ch. 40A, Section 6. 6. The proposed dwelling does intensify the nonconformity in that it is a larger structure on the non- conforming lot. However the proposed new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling because of its modest size. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the appeal for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled "Sewage Disposal System Design prepared for Paul Farry located at 514 Santuit Road Barnstable, Mass." Drawn by G.A.F. Engineering, Inc. dated September 21, 2003 and revised dated November 21, 2003. 2. The dwelling shall be built in conformance to plans and elevations presented to the Board entitled "Choate Colonial" drawn by A J. Feith dated 07/18/03 and consisting of four sheets showing the elevations and first and second floor layout. The Chairman will initial and date the plans. 3. The total gross area of the dwelling shall not exceed 3,350 gross sq. ft.,including the deck on the rear; which does not show on the plans, the garage and basement. The dwelling is limited to no more than three-bedrooms. , 3 4. The on-site septic system shall be required to meet Title 5 requirements without variance. 5. Construction shall comply with all applicable Building Division requirements. 2 i 6. During all stages in the demolition and reconstruction of the new dwelling, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials or items be permitted in the right-of-way of Santuit Road or within 10 feet of the neighboring property except as may be needed for landscaping purposes or for utilities and then only on a temporary basis. No parking of vehicles on Santuit Road shall be permitted during construction. 7. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 8. The dwelling, attached garage, covered porches, and deck shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any other accessory structure other than the existing shed be permitted without further permission from the Zoning Board of Appeals. 9. This decision, once issued and after the appeal period has expired, must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit shall be issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Ralph Copeland, Sheila Geiler, Ron S.Jansson, Gail Nightingale, and Daniel M. Creedon III. NAY: None Ordered: Special Permit 2003-153 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the T9,wn Clerk. aniel . Creedon III, Chairman e Signed 1, Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of Pe17ury. Linda Hutchenrider,Town Clerk 3 HAYDEN BUILDING MOVERS, INC. S POLICY#: AVWCMA1152752003 POLICY PERIOD:02/0612003 to 02/06/2004 REPORT WORK RELATED INJURIES IMMEDIATELY TO:'1-800-699-6240 (Toll Free Number) .f This card is for identification purpose'; only and is not a'.t', guarantee that the coverage is currently in force. �•✓}B' ��lii.'. C%!)'Y1l'IIZO R2UC2�.�� Of/.;7��!//kJ(J.(%/'7-(WP.�6 BOARD OF BUILDING REGULATIONS 3 License:'CONSTRUCTION SUPERVISOR Number: CS 016161. a e: 5 " Expires: 09/19/2005 Tr. no: 3776 Res ROBERTF HAYDEN 60 CHEOH ROAD COTUIT, MA 02635 Administrator k ,6�'IIlYI7('I/IIK.'G(�� Board of Building Regulations and Standards rl HOME IMPROVEMENT CONTRACTOR '-� �Registra6207piration: 7/22/2004 Type: Private Corp ration HAYDEN BLDG MOVERS INC.. ((". Robert Hayden PO BOX 496 � � •.COTUIT Mills,MA 02635' Administrator. I.:. �>tc,. .. ."st4 •r:i'. <.. ... �::x �uy�a't'I��p.,��5 i -_—, The Commonwealth of Massachusetts -= Department of Industrial Accidents ` - office of/nyestigalioos 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit i name: location � �b T i ' v i?J/ i= bhone# city C I am a homeowner performing all work myself. I am a sole rietor and have no one workii in ca achy I am an em layer rounding workers' compensation for my employees working on this job. ......:.,.....:..:..,:•.v::::::.}'::.:.:r:::;::::. ;:.}'.T:.}:i.;:.:;;?;.}:.T:.}:n:.iT+:;:F:.,v,}}i};•:::::::-„•:.t.::n.:::.:.... .Yf:•{?: !eomnany name -- :?:i4vii?i::::i�ti iii^:'i{:i}i i::::i>:ii}isti:R:•r:?T:::i::'r:?'::i:>.:i':ii�R:ii?:}:�': . n}};{.};}Y:}::::::.�ii}Xiiiii!�i!:Tv::-::.;:+'w•;p:{v;. •.................::....:..........:........ ...n;:,.. .............. :.. �.v:yr....... ....?'� v:::v::;......•::::•.n......• - :::}:.}}::;:...,., . ... ::-+.: .iT r ,....,. ..Tr.. :�tlseirance>co:;: s�M. 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TY.;r..;:.,w:::;,v:.,...: ....................................:.v. ............................:. .. :w.y�'y:LJ:?L!{:•i}:i•?:vi:,.::•}.y:'Lr,{i?:::rv.v::::::v:r:::i::::::;?{•T'.:;•}:{{.}:;??{4:^:{v:{J}:.}:•}:•:J::.:�:W:v:.{:r.;•:4:n::::x:nvv. ..:.;.....n:;:.i:v:::::::{::n•;:::n.v....... .. :. .... ....... ... t• . IIT81tt.ti.cb. .. .. �j Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penaities of a Hue up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and it fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Inv ations of the DIA for coverage verification. I do hereby certify under the dpena o ed at the information provided above is trap and correct G Date 'Signature Print name �✓G Phone# �/�'����'�� �� official use only do not write in this area to be completed by city or town official city or town: permit/license#• ❑BuIldLag Departrnent ❑Licensing Board ❑checkif immediate response is requited ❑Selectmen's Office ''- []Health Department " contact person: Phone tl; - _ ❑Other Oevisad 9195 PJla Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe 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. WMENOM Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and 4 ` supplying company names,•address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and 41. �;: date the affidavit. The affidavit should be returned to the city or town that the application for the permit or,license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns ibly. The Department has provided a space at the bottom of the Please be sure that the affidavit is complete and printed leg affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitlhcense number which will be used as a reference number. The affidavits may be redaned to the Department by mad or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. of hesitate to a us a call. please don 8n' , I The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of InYestlgatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 J- °�t►,Er - Town of Barnstable ti Regulatory Services swaivsrABLE, MASS. Thomas F.Geiler,Director o°ATf1639. a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • 4 I, Pa U L C FA P12�4- , as Owner of the subject- ro e l P P ttY . hereby authorize Alo/b'/V 9J/G z;)//V& /40 to act on my behalf, in all matters relative to work authorized by this building permit application for: 1 S A NTLO T I�? Co�u.i MA (Address of Job) Signature of Owner Date PA) U1 C Print Name Q:FORMS:OWNERkRMLSSION 9 Rj)a 1 1.3 T ,, AL Y DEVEL P ENT vlutlel utc �;entcr 298ktt��.irc 1.30 �.j ��./l�l�[�s 'JAL` lioutc44 &indwich,MA OZ563 Lakeville,MA (508)888-42.12 Fax:888.4Z11 A S 5 0 L I A T 1; S (508)946 3572 Fax:946,iS71 FAX TRANSMITTAL SHEET RE T'URN FAX NUMBER (508) 888-4211 To Fax Number: Date• 2- From: r f 1CV Total Number of Pages: (Including Cover Page) If any problems receiving this fax Pleaso caU(508) $88.4212 r----_-------------------- — .._.,---------------------------------- SPOW I :7 4c, 7 t x `7 C 1, I - 112 0J. I tt } r/ , i nn I rt JC Q!L/1 Q-• t xC�l LV,4-0. d- �.r�? X YL /14,1 GQ.. � I I , I � I _ , I I I , I I I I 1 , t I t , L------------------------------------------------------- --- -----� E Cwstom Built Modular Homes . Land Occelopin(mc Wrb Sitct www.RUAmutlul;irhumcs.unn •e•nwit: Rh/�t7j��[)Ant���]UlaYE1t)t11Cti.ta)IIt T 'd IIZb8B88OSi OWI H08 d2E :21 b0 21 JeW, N ' Q ru to CZ) i z LLI --- - _ FE7 - _ Z NO M LL cl _ —`--__— o .c7 Lj iffl iiE im. cc IL m �g rd Q i --, m i s.s.rru .r L �0 E Q z U N CC W - - LLJ PZ LU ul REAR U i =- 08 LEST RIGHT N E �� t r t h,ll.A. Inc:. 1wi 10 REALTY DEVELOPMENTMu��Su�xc:�;>1�r 5a uc�wich,M MA(?2563 Rcutu'44 (508),`88-4212 Fax!88&4211 S S 0 C I A "g' LukcvI11C,?r1A 5 (Suet1946.3.5712 ra,:946 511 FAX TRANSMITTAL SKEET RETURN FAX NUMBER (508) 888-4211 To FaxNumber:_ .509 794 Date:- � o To: } � C) From: ( . CD 80-(" � � � � - � V .. O 3?, Total Number of Pagos: - Uncluditag Cover Page) z � Z If any problems receiving this fax, Please call(5()8)888-4212 j----;- ---------------- -•--- --- ------- ---- _------------1 --- j . t I ! 1 1 f . 1 = J1 I f l I l I t I I f 1 tt t t 1 ` J I I I I t I I 1 , I , 1 I I J I 1 t t 1 1 1 1 F 1 1 1 t i 1 , 1 t 1 1, 1 I 1 I � 1 L--. -- ...----...---- — ---•- ---- ----- ---------------IR Custom Built Modular Ho cis • Ln11.d Develo ent �Y/ef.,Dice: www.T:L�:liuuclulath<iutes.com � c=a;;lil: kiL1A'���L)llntctilu�;chontes.cutli T 'd t 1Zb8BBBOST ONI d021 dt,z : IO 00 LO .rdd -o "i HEr?EBY CFRTFYlJAr THE F'OLNO,yT:(7.J SHJtVi•J H'EREDN 'G:qS IOCA iEO BY AN INSTRLmENT Flr� CONOI '70 RY ::.A.P.AND R€PRESENTS 'HE LCCA-IC GV HE v t Pr?V'PER Y AS DETFRIxNEC BY SAID SURYEY'�.zz _fv SPIFE.SET.F..K.: /` 14]3C.=1 a l;' �� `/// / 4/ J d ..I✓ ` Z ;tJ :,Tli`Y =iif_E' E!__•J •�Ir;.G= / AO % Gi.Yea.`�a � _.�.3.731 O.al< � c (A�`ii.`JE lA-._7.1;• / \ 'O / y„� j '_i NOTE: ALL CFFSETS SF'C'YrN P..2E `> TFE TOP L Or THE CQNCRE7 =OUN-IAIJO� 'd'6.1I '.r ASSESSORS MAP 19 d 5 LOT 10 ? AREA=20,000 S.F. 3r v. ----r-l- F ,. Li � % Lai I f ` _ CA 1 L9 }J O 1 $1co z CfLCT a < <C; U •- -j o —1 'E a-Z z C _0- b J 3 20 ()WG. 1 _0 R7 } s 7t X 8 SPRUCE 5/8" CDX FIR PLYWOOD 2 X 6 RAFTERS; 16"O.C. TWO 2 X 8 SPRUCE WITH 5/4 X 6 P.T. DECKING - . 1/2"CDX PLYWOOD. - 2 X 6 JOIST; 16"O.C. NAILED AND GLUED - i 2 x 6 FLOOR JOIST; 16"O.C. - r , 1/2" CDX,PLYWWOD JOIST HANGER t , -6'. 2 X 8 P.T. RIM JOIST B 4 X 4 P.T. POST - 12' t — 2 X 4 P.T. RAIL 0 2 X 2 BALLISTERS 5"O.C. '--mlllllµ 4 X 4 P.T. POST,`* B 10"CONCRETE FILLED SONA TUBE;'4W-DEEP MINIMUM s 1 f � u n i n 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 30 Reagans Mill Road-Wingdale, NY 12594 a(914)832-9400•(800)832-3888• Fax(914)832-6698 ff BRUNELLE CRANES ti�df•� `„'� tzxr ',r�9�;��� Y 'f � � s,;� %�' MODULAR ERECTORS `. .. ' Ri CH' CJ,eRtfiNfLVF 86 SLATER PARK AVE. �s Sl'AFER' PARK, PAWTUCKET,RI 02861 PAUTv it FT'R 1 02891 !% HAIR '.HFiGFff vft*if'' .EYES .. 1+ aye► "s=ta P i,'Bl.uE T0: k kpNaTgN , - LQl UE Q4T9 /` / 12 0.3 �.SEC a t/EMS y; ' � i �/ce {oam�rnaruue� o`'.�lZaa�aclucaeCra �: DEPARTMENT OF PUBLIC SAFETY '; =� Llcense: ,HOISTING.ENGINEER LICENSE I 1 Number:,HE.. 074910 $ 1 Birthdite 12/13/1936 a°t _. 3.i. Ex lies 12/13/2003 Tr.no: 10289 P= , .f ' wRestricted 16-; r ;, RICHARD BRUNELLE f 86 SLATER PARK ANE ua�ph Z.; PAVVTUCKET, RI-02861" Commissioner BRUNELLE CRANES MODULAR ERECTORS 86 SLATER PARK AVE. x.j _ =a. PAWfUCKET, RI 02861 TO. �� rt: z } N t II WESTCH STEM MffiDU05i HOMES-INE Set Manual 'Authorized Builder: RDA Inc. d/b/a Realty Development Associates 298 Route 130 Sandwich, MA 02563 (508) 888-4212 / 946-3572 r , INDEX 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 i 14, 0 INSTALLATION/ERECTION PROCEDURES 14 , 1 General Procedures 14, 1 , 1 Site Installation and Erection 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 con unction 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 ) unction 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 rior to delivery of the units to allow early completion of basement stairways and easier unit and garage erection , Unpoured floors J 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 Finishing Sequence 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 , 1 , Plumbing stacks installed and couplings connected, J . Carpeting seamed, k, Inside trim completed and doors ad) usted, 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 , 13 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 oruchaser , 1 , 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 -- - FIGURE 1 bitch 2 . Trees, shrubs and wires must be removed to allow access for the3trallers 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 installatioi 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, f 1 FOUNDATION 0 i r 1 r It-9.l Typical Crane Location Typical Modular Location i i 1 (• I FIGURE 2 Typical Conditions for Crane Erection d, Positioning the second or additional 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 correct, Required heights of foundation , walls , and Piers or basement beam columns must be checked to allow for accurate positioning of the unit , Refer 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 1� ' above the side of end walls , Level Pier Side Wall Footin ' ��� �'• "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 ± P' , 2 , Level : Maximum out of level P 3, Westchester Modular Homes 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, 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 non-compliance with setting requirements . r1 14 ,2 , 1 Crane Setting (cont'd) d , Remove protective weatherproofing and wood strips from centerwall and overhangs, (weather permitting) , being sure to pull all protecting 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 out 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 Sealerr , d. Pour. Foundation or solid Masonry Anchor Bolt p " " (Top course) d Q FIGURE 5 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 , Slide Wedge out Foundation Sill Plate And Replace . Once Unit Is Set T-7 Approximate 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 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, 4 n n Outside B Outside Ideal Crane and Modular Locations See Figure 2 for Typical FIGURE 4 to_AfU N.b Tlo. • �'�t I�r t.Ass el,ILL. cONTINIAOL 42 _67PAP kor_ P GoNGI��TE l�k mr-Nam4 . *Y�tlNt?�.TION WAL.t. 2xa .e,I Lj, pLA-rE. 4 UFJbt .w19? . 5ILL hEAl.�k. "coon .MAXIMUM t' ChM Go�N�ks uU 1� u,)kU LU c 1 ct, 1_ CCjUj I IIIUUU 10 1 um L snow l a De 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 i COLUMNS LOWER UNITS TOGETHER t FIGURE 8 Run aline from front to back to get proper height on columns , 14 ,23 Data Plates and State Seals a, P, F , D, and State Seals : 1 , LOCATION OF P. F . 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 OR DATA PLATE UNDER ANY CIRCUMSTANCES ! ! ! 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 , House 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 , u, M21 11dl19 13OX t i n i sn l ng (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 41s , Spreader Barµ 2 x 4 Block Lifting Strap a 2 x 4 Block FIGURE 9 CAUTION: Be sure straps are not twisted and that all, straps are vertical , ,Try not to have straps under roorways or windows to minimize cracking , .. e, , _Tightenrigging 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, - Thi's will ease final placement on centerpoint marks of foundation and Ifne up unit at outside ' Wall , , f To set home exactly square on foundation, mark the center '1 i ne of -each end wail l on s i 11 plate and v ;j place half "A' to these alignment marks , b, Overhang Box Finishing (cont'd) g, Place basement lolly column Jacks with I of the .,upport plate to be under the center beam of each half of house , LALLY COLUMN FIGURE 10 h. Unhook sling and remove straps through wedge cuts In sill plates . 1 , 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 W ' s , k. After both halves are set into the proper position and aligned, -the resulting center beam may drilled and bolted (see set-up instructions) , 1 . Prior 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 module "A" be set in its precise._ 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 "B only being careful to mate both "A" and "B" modules to "D", as well as to each other , c A B b 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 with � 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 noils 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. Install 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 Dead 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 lased 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 f FIGURE 13 14 , 3, 3 Gable Siding Siding on the gabled ends is installed from the bottom up, Alum. Trim :- Gable FIGURE 14 14 , 3 , 4 WHEN GUTTERING AND DOWNSPOUTS ARE SHIPPED 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. 'J' channel - -- *Vented Alum. Soffi * Alum. Gutter 000 Seal Joint Alum. Fascia l/ it *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 , E Insulation Important - After the modules are set, insulation should be stuffed into space between (1 ) floor 2 x S' 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 , t , Bi-Fold door openings at mate walls are to be trimmed using the following detail , Attach Base Mould- =--;-_ ing continuously around opening 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 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 install basement stair light for proper lighting of stairwell , install the vinyl threshold at top of stairs and install handrail , Field Install Rake Rail �1 Rise �b Box Stai NOTE: Field Frame Rake :.. P. Han it Wall Between Stairs IM4 from Basement Floor h to top of Stair Stringer � rn 6 Ris ~ Box Sti, r , EIGURE 17 SPLIT ENTRY STAIR Pre Finished Handrail aZ BEDROOM LEVEL / f LIVING ROOM 7 Rise LEVEL Box Stail , ti 6 Rise w Box Stair K G � o . 11 Al 1-4 EIGURE 18 SPLIT LEVEL STAIR Primed Handrail z x FIGURE 19 ., ► 12 Rise Box Stair -' 3-0 nW. 1• ► Mlu. 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, Bi-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 prevent 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 adJacent shingles 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 Plumbing 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 M 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 F 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 I bath ( if applicable) , t© 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 al-1 connections .are rude - in the field to sterilize the system, b, DWV Prior to ordering, determine type and size of sewer lines , required by1 ocal codes and inform Westchester Modular ,, ' Homes of all special conditions, Standard installations are ABS-DWV 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 building 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 laundry 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 , 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 , e . 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 , i . 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 , K: 2'X 4"Iteop M t,�L�Stz �p IJ/ILK �....._ ._.... el A q ...._. ..... ..... .. V Iry =2x•4"gAbLOTr - N _. .Not1g� .NoUst= 2",.+' t pu s "2 x'4"ttt1155 21"eI "e% 5 tZ�q'b •� N 4" lT to G I 9 x7 -JAPMp- b 9• K7• gAOMP btt --- — — C, -2 U NE�a�a 2 kb sYP �-x"x le" Kell 2 kn s{r _..NEebEa O fJ E G�IZ fi WD G,etlz 5trr rLA544i" 2"x.-4 veer MAILER 2 x-t'taus5 24"e/a :%2"�l aEGDI7� gYarsyN gel�tiv to U�CEit6lD{•ep Reep ►JAII1Ct• ejAaA4V GA IA r Sr-PAI AT10W / r rTl I r i I ONE CAR WIDE DOOR SHOWN CLEARANCE REQUIREMENTS Headroom: 12" Side Room: 3 114" Back Room - Opening Height + 11-3" M--401044 INS-045-2 Rev. A Printed in the U.S.A. 11-28--80 ,ca.vx...r.,a - DOOR SERIES I51,155 AND 201 FOR QUANTITY PACKED ACCORDING TO DtAGIZAMS SHOWN BELOW ' DOOR MODEL M1MeEA EXTENSIONS?RING HARDWARE 24 34 44 64 25 35 FOR STANDARD INSTALLATION r� Up Fun..Aa....617. r�����,,��,, R.M. Qt 401199 Ilrt/l 2 2 2 2 2 2 DOOR VIEWED FROM IN51DE LLLSJ��' H.1 B.ec4<I Cu.1er H:p. 42086 2 ( B•-9' 3 3 4 $ MODEL 24(2 PANEL X 4 SECTION) 3 6 10' 14e U-0.1 Ang1. 611e0 9 6 420V 2 EM H w.ti+..brr 2 2 2 2 2 2 5114 EXTENSION SPRING TRACKANO COUNTEReAWNCE tNSTRUC71 T.b-4 2 2 2 2 2 2 12 Qfl,tl 2 .. 61t120-2 ft..-5 2 2 2 2 2 -2 2 ndlry l.M,be.eaf�n.. 2 �7' S1W1 alto-= 1 I 1 1 1 1 1 MODEL 34(3 PANEL X 4 SECTION) J.:r I.—k t T L.H.be*..F:.n.. ! �O 42041a 2 A...a.IT I I 1 1 1 i 6tUl-t �In nit J-.b ate T Mmd B,e,c4d 4raso-I �+=1 4 - Ru11QA.�..b1Y Pult.t. L:k C,b1. Lkst"I 61128 t 10 10 10 IOL 12 12 r Sl.el ai126 - L��. sP•:o�:e:y Cew. 51r10_x (Z>--' 2 Sp.:..q R.b:n:ry C.61. 6dm 2 2 2 2 2 2 MODEL44(4 PArIE1 X 4 SECTION) c b:. ral" s teck <aca+A1�...by. 1 1 1 1 1 1 �: 1• "°°'a sI=- i t L-k IHwj. 7 `" � J1017 �,1 2 ii Csp.e:.l O.i..) `�6We3-1 fKb1 MODEL"(6 PANEL X 4 SECTION) a.�R ! 7-1, \ ur r ❑Q�QOO 30431-414 C=o 2 E,t.r.:ow Sp:q ��- �' �r 400b1 1 1 1 I 1 T AUK�KE ii tit C....x L...4 a c-a. f u°6t 0 1 0 0 O i � alss-e M.. S3-6 a-u s I els < G-A. Q MODEL 25(2 PANEL X 5 SECTION) Urt C.w. J_b II.-A" 2 2 2 2 2 2 <OQNI_X 12 Loco ter S..:..g t 61241 61576-X a L...pl.) 2 2 2 2 2 2 -_�—^'�'� Sr.rL:p H...rt 1 Iw I`en-=n�z r�<- © I.I d12i0 i-s _b 10 J MODEL 35 V.n:col T.x4 J C-^-w oov-3 2' � 4 4 4 4 4 4 (3 PANEL XIS-SE-CTION) Ls4 tei S. s1239 ® 2 ® 54 54154 54 54 54 4 a�22-z5s CY 4 4 4 4 4 4 2 Q I 16 .c�o-u16 to• �Q 24 36 24 24 32 48 ..,w.:_ 48 48 70x I'.00 q_7 2 eoo09-1 0 26 26 26 26 30 30 L--INotCATES►tACUAENT OF CENTER n- L'QS-°' 2 HINGFS ON in-rY n. ::AZ)COMPLETE INSTR, ,ONS PRIOR TO ATTEMPTING TO ERECT DOOR - ,5.��, STEP: 4 Stock the second sectionon top of bottom section. Line u the end stiles and tack the section to the jambs as in STEP:3. ERECTING THE DOOR SECTIONS , Install lock(See lock instructions, Foldout I a fb Page 4).See illustrated list of materials for STEP. Cut and fit stop mold of SS at to of opening t`s'ta 4 P Pe 9 location of lock. Stock all remaining sections and cut molding square at floor, Fig. 1 with in opening being careful to follow sequence f the inside edge of molding extending approx. I of end hinges as in STEP:3. Attach the top half 1/4<;ns;de the iambs, Fig.2. Tack mold ' j of all hinges to bottom of next section. E _ temporarily in place. LAPPrm• -STEP. 5 Place rollers as shown in Fig.5, 8, and 10. / `STEP: 2 Place bottomsecticninopen;ng, Fig. FIG. 1 FIG'2 �. an equal overlap at each end. LEVEL THE - C•..:.ye sots i SECTION. It may be necessary to block one t S«nne S<es on or both ends of section to hold it level. If �- j .? Teo f:a..o bottom section is not level with floor, cut sn•pta j door to fit floor. THIS IS IMPORTANT. Fig. 4. i If door is trimmed, the bottom rsxtvres must be C"r�" installed an equal distance from the top of the FIG c t:.e t..<i ease.SKt oA bottard section. tiottu.S•u;•.. �- ( p tY•:t STEP: 3 lnstol!battens rlxtufes Fig.5, step plate and lift o„r l• ��� Ft..U; r ` `}-- C. handles Fig.6 to bottom section. Notch bottom \ ' rail to ollo:r bottom fixture to be flush, Fig. 7, Install the pin end ccble when attaching bottom -S:cptc_ fixtures Fig.5. Attach bottom halves of end , - FI hinges to top roil of bottom section, Fig. 8- s 1 v^'I�, 70P FIXTUf E Use lowest end hinge(12) on top roil of bottom f. 9 section and increase to next higher numbers for each FI G.3 i /� / } 1/<-s T- tochsection. Exomplc:13, IN, 15 when installing = 1� e. toy Sc.<-a all h;rkw refer to illustrated list of materials for E•apl• St•cU-9 r i numbering sequence, install center hinges as shown in fig.g. Fatten the section temporarily oga;mt iambs FIG- ^ with nails driven part way into iambs and bend `� nail slightly over door section, Fig.4. //��''!p-,r c.n:.�.s•!h, i CENTER HINGE txk�.J.an,.../fVvra FIC !/C a IJ/C I .;.►q 1 t..�ores.:•.., ii;r / N•..It• _ -r.•rut CN nc..< : t• I. cv C/ `� FIG. 6 !_t <,-.:c. sr..n«. s•u<r FIG.5 STEP-LIFT HANDLE FIG. 8 Page 2 BOTTOM FIXTURE END HINGE Y EXTENSION SPRING TRACK AND COUNTERBALANCE INSTRUCTIOt4S ` Cable with nylon insert ' ebriroerel Angle ( � . A e install the vertical tracks with 5 b'X T-� d'(a ti Spring Retaining Cable v.. STEP: 6 / gs and 1/4-20 X S/13'track —_ shown in F79.11 I. if the bottom section was scribed and trimmed, raise the vent t 1 t track off the floor on the low side the some amount you scrs6ed and trimmed Ili,battanwf the bottom section in Step 2. The tap of both vertical tracks must be See Jamb Detail Fi tack Surrpeat 6raket g. 12 for proper spacing. I (rot i.•cl•rdeeh / _ ; STEP: 7 s the horizontal frock to the vertigo,a track using the joint bracket shown Fig. 1 1 t Fig_ 3. Attach the horizontal angle to the bead bracket_ Attach this unit to 3/11'x 1-1/2'Bait, _ 1 f Up to 12' horizontal track. Align the head bracket, Fig-1 1, so that the tracks will be stt lockwasher, and Nut STEP: 8 .Support the rear of the horizontal temporarily with props from the floor or with. or wire from abase. The horizontal should have an elatson toward the rear o: F(G.1 �-+ = evapproximately one(1)inch. • _. STEP: 9 Attach the adjustable top fixture to the top comer of the door with four(4) 1/4 1,3/4'carriage bolts. See Fig_10. Loosen the bolts holding the roller carrier the bracket and adjust roller so that they are seated firmly in track. Remove th mils holding the door to the iambs. STEP: 10 Auemble the counterbalance springs as shown in Fig. 14. STEP: 1 1"Drill)/4'hole in each bock support brocket a high as r,1ja!C rt.,I re 12')L-n:- ` Atteeh Asdembly to.Horizontol berizontol track and aL cvt 1 r' in fro-..te(d oe of tha m ea • _ Trecit in frefrticn Fer STEP 7. 'S• ,�. STEP: 12 Attach pulley to one end of each spring by inserting the clevis through the lo_p Pulley I _ _� � 71e end of the spring and attaching the Pulley to the clevis with a /8'X i-1/:'Ec Ce 1 lack waeher, and rut_ Attack the otner end of the spr;s,to:t.e track heron.h •nser;.q the loop in ISO end of the spring through the hole prcvir�ss:•dcilk:: z w in Figure 14. r. DETAIL A-A Attach stud pulley to thi horizontal angle using 3/-X 1-1/2-bolt, lock washc (2 hMees eaci side) nut. LIFT DOOR INTO THE FULLY OPENED POSITION. NOTE: DOOR MUST BE SECURED IN OPEN POSITION BEFORE INSTALLING SPRING: �• STEP: 13 Threod lift cable aver the top of stud pulley(A)on the horizontal angle, back o the top of the clevis pulley(B) and forward toward the front wall and fasten seam " fed S000en IRaekes to the horsz.onsle_Place tension on the s i eobic and spring. Stretch springs r v)by taking all stack out of the" ( •c \ HORiZONTALTRACK p rig. pr rigs slightly, for even pull. •jai ••tt To ( fostcn the cable to the horizontal angle, thread the cable through the t J� P/N 41D52-X t t STEP: 14 P�y rig g 1 t f bock hole in the end.of the angle, then up through the iddle hole in"the angle, � down through the front hole, then under the part of them ccSle between the beck and middle holcs. (De:osl A-A.). Repeat for other cable. t: �.•• =�� `�:� :TEP: 1 E Lo•,er the d-••-r svi:h cx-c. � . . r..a::c cis cc;uc:ments with 11.4 u:»r s:c.roc is:i: OPcN I r-=Ilion. $1t>rMel�OverlapveA.• _ I r� d 0 °t r r.ny:mail odlur_tmenn inace:cd_ tc c.+eck Fjj\':.. C.,�cl;r-•grctien of Deer c•+c me.'r r s;•rsnc:for egvci pail, :ee fig. 14. Et sure all festersen are secure. Stop mold j _ ;•r _ / may be msled into place, allowing just enough space between door for good CaSie � / Jamb Srocket l, NOTE: SEE INS-099-6 FOR INSTALLATION OF EXTENSION SP'c1NG RETAINING CAN VERTICAL TRACK A�' 1/i-soac.tet�.... P N 4 t016-X / v � Track.s Dew / _ /-: - 65 Fig. 1 1 FIG.12 TRACK, FIG.13 JAMB DETAIL JOiNT SPACKET rr , ILOCK INSTRUCTIONS I CENTER MOUNT - EXTENSION SPRINGS STEP: 1 Using lock template, drill holes as required. Place outside escutcheon and handle ( on outside of door, insert the bolt in the bottom hole and the screw in the top. ,. 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 Paris. Install four (4) wood screws in unilock for wood doors. STEP: 3 In using center mount lock, attach lock rods 3U to lock as shown. Attach the lock rod guides ® to the end and center stiles. See Step 5. STEP: 4 With lock in unlocked position, insert lock rod spring 50 intq place on flee long rod side (Optional). STEP: 5 With door fully closed, adjust the location of the end lock rod guide ® on the end stile to secure the door allowing the lock to work freely. STEP: 6 Two (2) lock rods are required on all doors using extension spring counterbalance. TOP NOTE: Remove key from lock before installing Lock Handle Assembly lock in door. with Cast Escutcheon, 1.187 Dia. (1-3/16") bl�ti4 ! ►t ' .� 4 2 Pa c� �,. AI IGN WITH CENTER ,r' !� ''� 3 STILE OF DOOR �V 4 4 3 1.662 Na. Lock -Handle Assembly With Stamped Escutcheon. .218 Dia. Page 4 BOTTOM VR, 1P.IoR lip) F;i i I.h 0 N 5U uu t W.- .(.I%*M! '(i F71 M,� •WIN, • NZ ir I 1.Car, —p- I i 3 ,-A • 0 r v . e . 41. ip 0 6 p t-I � oj ryt& pi/p clif, NIf. 'REM Cie rw. 4111-MA , je. I i kF.-X .4. eaw. ...I't RV vfi of AAA m MOM PAW .1 Elp .1.qX W, IV .,I,, f(tt-k U1 ,RM; W isi w�j�1 � ,,•yi�tl ..1'•t.�t.T(�'• 'r r.:'.It.'::ty,tr!'n 1.rfp'A" %.,i, r r ••y...e ,•IJ.y �• �F .. �axi �ste orwar ,�:;�':.,,..,�:rr::�fA•lr:>,:.�•�'I:,; t,;�s':�{f��t�ry'�' :� '� � �t�t..i•t.:�'. . ON IT. _0 mms cmsqfwouw A I-Ta UFA -e ! Y"..' 0 - L JL J .! vR IL A V A A %.a a.l L l.-1 IND'OOft I A A OUTDOOR tERMOSTAT THERMOSTAT(5) INSULATION TO VAPOR LINE EXI'OSEb INDOOR UNIT OUTDOOR UNIT 0 1.0 OUTDOOR CONDI'I IONS O (WITH OR WITHOUT ELECTRIC HEATER) Q , LENGTH OF EXPOSED INSULATION 0_ I J 1. t I VAPOR LINE' TNICKNESSt _ fit) (in.) ��---- J 10 3/0 25 1/2 35 • 150 3/4 Wiring necessary for cooling and one•sin ge lion ling.Outdoor '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 heater, vapor line goes lhru interior spaces, insulation should be selected Additional wiring necessary for cooling with 2-singe heating. to prevent condensation on cooling cycle.Nrnting capacity shouldbe (Outdoor 38CO unit used with indoor unit equipped with reduced 1000 Mull it over 35 It of vapor line with 3/4-in.Insulation electric heal.) is exposed to outdoor conditions. Add to cooling with 2-singe healing wiring when one or 2 IVapor lines of accessory precharged tubing packages(avnilablr for outdoor thermostats are used.(Accessorysuppleme.ntnI heat use with 3000 units)are Insulalerl with closrd i r,ll loam plastic insu• relay required when 2 outdoor Ihermosials are used.) Imion with a thermal conductivity of .20 Otuh/sq 1t/F/inch. A Fypic al ni ing and wiring � _ _ ------ DISCONNECT PER f1EC F ROM'F'OwE R - LIOUID LINE SUPPLY 40S FAN SECTION 40FO ELECTRIC IIEATER VAPOR LINE � AUXI`IARY 28HO COIL v CONDENSATE 1 / - -_ PAN 1 PRIMARY CONDENSATE rSECONDARY OnnIN CONDN#SATEDRAI ��``�\_�� � � INDOOR � ..�--•�--•.� '". ' '.�f��'THERMOSTAT -•�\- �,_` ^` I i. III II ���- SCONNEC7 f- -R NEC `�\ \ \.•` _•�":� :It r/irrr:% / T� •. 3C0 11,!, .` \ ��� /� /�•/ I,,`:;�:a:%'err r.;ill EAT IMP !Lt `'� \�`` ��� s' "�. •�. 'I��•::::•�irr SPACE REOUIRED MIN. 0 l' "/�''�� .FROM WALLJ- / DU14TI1IG RASE TO UNIT =1GHT PLUS 4" \ '� [LCvnTED AnaANGCMCNt JPPORT LEGS t ��` Piping Indoor Unit Airflow 1IIMPORTANT:When any fan toil 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: :ontrol Wiring 1. Unit placement dependent on space requirement for service and airflow. Seems` Dimensions. )cnte secondary drain line oullm so that any 2, Illuslrnlion shown Is a general guide only and is not Intended for or to include all scharge is visible but will not cause damage. details for any specific Inslnllation. crease mounling base height in wrens where J. Controls which dart and Slop outdoor unit muss be powered externatly. Typical olonged sublrcering lempermures or heavy system control wiring, shown on pagn.10. uses indoor section GOVA control circuit low occur. See elev.lyd mrangrrnent. (24•v)Irnnslormer AS power Source. In A 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 driven and Refrigerant 22. Brass service valves with refrigerant line arranged for vertical air discharge. Fan motor shall be fittings 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 satis• both thermal and current sensitive overload device, and factory operation within voltage range of v to start assist device shall be standard on )-phase units if volts. required. Compressor shall be equipped with, a crankcase Total cooling capar-ily shall be not less than Btuh healer and have internal high-pressure protection. Unit with indoor unit air quantity of - cfm at F wel• motor power input shall not exceed kw at specified bulb lemperalure coincident with F dry-bulb tem• conditions. perature of air entering outdoor unit. Sensible heal capac• Controls and protective devices shall include a liquid ily shall be not less than Bluh with, F room line low-pressure switch, suction line accumulator and dry-bulb temperature. pressure relief device. An automatic defrost control shall Heating capacity shall be not less than Bluh with be included to accomplish defrosting (only if coil salurated air entering outdoor unit at F dry-bulb temperature at suction temperature indicates freezing temperatures)every 85°; relative hubiidity, 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 al these conditions. One kw elec. indoor (40AQ) unit terminal board and accessory thern,o• Iric heater shall be provided. slat terminals for standardized point-to-point connectors. Outdoor coil shall be constructed with aluminum plate Maximum dimensions: width in., depth in., fins mechanically bonded to aluminum tubing with all joints height-inches. 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-Slate Time not less than sq feel. Coil shall be protected by a Guard II), (Liquid Line Filter-Drier), (Slarl Capacitor and vinyl coated grille. Factory-installed coil refrigerant meter. Relay), (Flare-Io-Compatible Coupler),(Precharged Tubing ing device shall be mounted on unit liquid service valve. Packages),.(Oplimizer Control), (Service Sentry), (Rack). .i: 11 14 . 5 Supplemental Information ,v 14 . 5. 1 Erection Options General description of work to be performed for erection , a, HOUSE SET ON FOUNDATION INCLUDES: ( lncluded in House Sale Price) When not backfilled, Erector will charge Builder -$50 for each house , ) I . 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 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 backfilled, Erector will charge Builder $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 Lnterior (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, 20' 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) . � r 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 Hand 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"W' blocks 2' Long 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 lbs , IRA" aal NIGovernney P:S�OlL, � OPf����7� Joseph S.Law Governor PP +��a r� Kerry Healey 1 1P� �elo)''2v ..f�P Commissioner Lieuf+nem Governor ¢� f(lG ,/ PP J�- Thaas chairmanunis EdvvardA.Flynn • Secretary "Thomas L.Rogers Administrator May 1,2003 Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale,NY 12594 RE: RECERTIFICATION IN THE MASSACHUSETTS MANUFACTURED BUILDINGS PROGRAM—MC#116 To Whom It May Concern: This letter is to confirm your certification in the Massachusetts Manufactured Buildings. Program as a producer of Manufactured Buildings for the period of May 1,1003 through Apri130,2004. This approval is contingent upon compliance with all previously listed conditions of your approval,andd compliance with the provisions of the current Massachusetts State Building Code, Electrical Code, and Fuel/Gras Code. Yours truly, STATE BOARD OF BUILDING REGULATIONS AND STANDARDS vc~A-� Thomas L. Rogers Administrator cc: MA Board of Examiners of Plumbers and Gas fitters MA Board of Examiners of Electricians Ties correspondence has Been issuedfiom the Boardof Bui(ding kegulations andStandanfs Taunton Tirtnct Office:1380 BaySt.,ca o.Box.871,Taunton,WA 02780 t PFS PFS Corporation 2402 DANIELS STREET MADISON, WISCONSIN 53718 TELEPHONE: (608) 221.3361 FAX: (608) 221-2084 I BUILDING SYSTEM ACCEPTANCE REPORT NO. 99-577_ . 1. TYPE OF ACCEPTANCE Date of Acceptance Jar_ua y 19, 1999 Expiration Date _Januay--v 19, 2001 Original Acceptance Report No. - 86-579 Mill No. A I 4 2 . IDENTIFICATION - Manufacturer Westchester Modular Homes, Inc. Telepbor_e No. 914-832-9'00 Address 30 Reagans Mill Road -- Wincrdale; New York_ 12594 Inspection Agency PFS Corporation - 401 South Market Street_= Bloomsburg, PA 1781S __ + 3. DOCUMENTS SUBMITTED System Plans (Date Stamped 3/24/86 fDescription aystems Drawings Sheets 1 thru ! I i Calculations (Date Stamped 3/30/94 Calculation Manual Sections 1 thru _ 12 i Quality Assurance Manual (Date Stamped 6/21/96 i ualitv Assurance Manual Section 1 thru 14 f I f4. DESCRIPTION OF MANUItACTUREI3 BUILDING OR PANELIZED SYSTEM Occupancv: X One & Two Family Detached X Other (Specify) Multi-family_ B. Type of construction (Classification_) Light wood frame - Combustible C. 'Tvpe of Systems Factory built dwelling consisting of 20' to 28 ' wide modules (! (nominal) in lengths of 24 ' through 60' (nominal) in ranches, raised ranches, canes, two-storm, split levels tees, ells.:and duplexes. _ � { I t i 5. APPLICABLE CODES OR STANDARDS See attached State Code Building Sheet Approved in PA, NJ, NY, CT, NE, VT, MA, ME and IBC. i 6. LIMITATIONS OF ACCEPTANCE (If Any) Building System Acceptance Report based upon __ 1 review of documents f submitted (Section 3 of application) . Plans for each individual � j unit will be submitted for review and acceptance prior to construction. All site j work shall be inspected by the local building official f This is a Building System Acceptance Only. For manufactured-buildings 'to be certified, an accepted concurrent Qfi Program is also required. PFS Corvoratfbn IManufacturerl par b :/ Reviewed by: !Accept d by: n 4 I Richard L. Wenner, P.E. James A. Rothman, P.E. Name 1 Vice President Sr. vice President-QG 'Title Date Signed APR 2 2 1992 Date SiqLaed 5' Date Sinned 1c319�i ' 4/16199 bl LISTING BY BUILDING SYSTEM ACCEPTANCE REPORT (BSAR) Manufactured building systems are listed by Building System Acceptance Report (BSAR) . The identification of fabricator, documents submitted for acceptance, description of manufactured building system, applicable codes or standards, and limitation of acceptance are contained in this report. The report number identified in the PFS Listing Directory is the BSAR Acceptance Number_ The presence of the PFS trademark as shown below is identification of a listed manufactured building. PFS ® The promulgation of the BSAR is contingent upon the manufacturer entering b g g into a contract with PFS for follow-up duality control service and product listing. Under the Trademark License Agreement with PFS the manufacturer of a building 'submits documents to PFS for review and acceptance. Upon final PFS acceptance, a BSAR is issued and the manufacturer is authorized to attach labels or other authorized evidences of the PFS "trademark to his manufactured building which is found by him to be in compliance with the PFS BSAR. Representatives of PFS perform periodic inspections and/or tests of the building at the factory or from time to time elsewhere. Failure to comply with this Agreement may result in withdrawal of the PFS trademark. JAR:hln s/1/9g R , ' a , IiL90 OR SYSTEM • Low maintenance solid vinyl siding KITCHEN ELECTRICAL/PLUMBING x 10 floor joist 16" on center as with lifetime non-prorated transferable . Light oak wood framed cabinetry with • Hot water baseboard heat. required by span with double rim joist. warranty. raised panel doors. Steel joist hangers where required. • 5/8" Nominal (19/32) rated plywood • 200 Amp service panel with circuit roof sheathing, exposure#1. • Drywall soffit over kitchen wall cabinets breakers. • 3/4 Nominal (23/32) Tongue and with recessed light over sink. groove plywood sturdi-floor glued • 5/12" Roof Pitch with class "A" • Ground fault protected receptacles and fastened. fiberglass/asphalt self sealing shingles • All kitchen designs incorporate lazy provided in kitchen, bath and exterior with 25 year warranty and aluminum susan and angled wall cabinets. locations as required by code. • Wall wall carpet with 1/2 foam drip edge. • Self edge high pressure laminate counter • Smoke detector/alarm system with pad and d tack strip. Shipped for field installation. • R-38 Ceiling insulation. top with 4" backsplash. built-in battery back up provided as • Solid wood bridging installed at • Low maintenance ventilating soffit and • Double bowl stainless steel sink with required by code. center spans. facia system. single lever faucet and pull-out spray. • Lighting fixtures provided at kitchen, • Lighted ventless range hood. dining, bath,walk in closet, hall, entry • Full length attic ridge-ventilating system. foyer and exterior door locations. EXTERIOR INTERIOR BATHROOMS CODE COMPLIANCE POLICY • 2 x 6 studding 16" on center. • 2 x 4 Studding 16" on center. • Light oak wood frame vanity with raised Westchester Modular Homes are built to • R-19 Batt type Wall insulation. • Full 8' ceiling height. panel doors. comply with nationally accepted building • Self edge high pressure laminate vanity codes including BOCA Basic Building • 1/2 Nominal (15/32) rated • 1/2 Gypsum drywall with smooth top with 4" backsplash and china basin. Plumbing and Mechanical code as well as plywood sheathing, exposure#1, finish on walls and ceilings. the National Electric code. It is the glued and fastened. • All interior drywall surfaces primed • Single lever vanity faucet. responsibility of the builder to notify • Andersen® Tilt Wash® double-hung with white latex paint. Recessed mirrored medicine cabinet Westchester Modular Homes of any vinyl clad wood windows with High • Six panel hardboard hollow core with lights. changes to the stated specifications PerformanceTM insulating glass, p required by local code or authority removable grilles and full screens. interior doors painted white with • Bath fanlight combination having jurisdiction prior to order triple hinges.• Vinyl clad wood framed sliding glass • All interior o • Elongated vitreous china water closet. placement to assure compliance. openings are wood cased. patio door with tempered double glass. • One piece smooth finish fiberglass Specifications and suppliers are subject • Door chime at front door. • Painted wood interior trim with tub/shower unit with curtain rod, to change without notice. extended window sills. • Insulated steel exterior doors with wood • All shower valves incorporate anti-scald • Pre-finished ventilated closet shelving. single lever valving. frame and adjustable oak threshold. o b ode n " Featuring Andersen Tdt-Wash Windows ;y 30 Reagans Mill Rd. •Wingd�de,New York 12594 � ESTCHESTER MODULAR ONI� ES,@NC. (800) 832-3888 • (914) 832-9400 . wvvtiv.westchester-modular.com Foundation Details: • Footings 8" thick x 16" wide Min. 3,000 psi poured concrete • Walls 8' tall x 10" wide Min. 4,600 psi poured concrete . • Lolly Pads 24" x 10" x width of house Min. 3,000 psi poured concrete • Windows in foundation to be 10" x 24" with screens p ' �:{�; .. ..:.`+.-r.8'"s:.:;;N', �.•,• '..' u' ,•.'+,"-...-''1-"-.','''.'i ?� .�::�.?!,a'._:' .:;:.,:y,4??Ff+?<_�i!:7.:e:=.T:� :�_ r;�.^�oK4k':�ic?'c.nc�y�_.Y::H•�;-� - FC ROOF RIDGE ASSEMBLY-END NAILED TO TOP CHORD LATERAL ROOF RIDGE INSERT FRAMING MEMBER WITH(2) I6d NAILS PER EACH END OF RIDGE BLOCK KNEE WALL- 2 X 4 SPF#3 STUDS O TRUSS SPACING,2 X 4 SPF 03 TOP PLATE IC p PRE-ENGINEERED ROOF TRUSS . TOP CHORD OF ROOF 12 � D ' TRUSS 5 p 1 - 2 X B TOP CHORD LATERAL. FRAMING MEMBER A 2 X 3 LEDGER mawc WALL EXTERIOR CONSTRUCTION C NO STRUCTL ION CO SECTION DETAIL .. I 12•-11 1/2• W-11 1/2" •� CROSS SECTION OF STANDARD-TRUSS TOP CHORD OF ROOF TRUSS (STRUCTURALLY INDEPENDENT&NON STORAGE ROOF TYPE) FACE NAIL KNEE WALL TOP PLATE - 4 TO ROOF TRUSS TOP CHORD WITH - ^ (3 16d NAILS 2 X 4 KNEE WALL WITH STUDS 0 . EACH TRUSS ` - NOTES , 1) 16d NAILS MAY BE REPLACED WITH .131"x 3 1/4'POWER DRIVEN NAILS _ O`SECTION DETAIL a ' " KNEE WALL(TRUSS MEMBER) KNEE WALL(TRUSS MEMBER) R FASTEN MICRO LAM CEILING BEAMS TOGETHER WITH 1/2'DIAMETER * _ BOLTS® 72'0 C c= I Li Li BOTTOM CHORD OF ROOF TRUSS BOTTOM CHORD OF ROOF TRUSS _ MATING WALL FASTEN MATING CEILING GWB TO BOTTOM CHORD OF ROOF TRUSS ®`� Westchester Modular Homes Inc ® 30 Reagons MITI R..d,Yfingd.I.,New Ywrk, 12594 Tel (9" 32-9400 Fox (914)532-6698' A SECTION DETAIL AO SECTION DETAIL MODULAR eU)LDING SYSTEM (�"�J O SHOWING MATING WALL SEAMING SHOWING MATING ROOF BEAM l "� 200F SECTION DETAILS w - CCV wW.v MTf ABC DISPOSAL SERVICE, INC. 1245 SHAMAUT AVE. P.O. BOX 50540 NEW BEDFORD, MASSACHUSETTS 02745 (508) 995.0544 FAA (5G8) U96-6323 1.8003WS111 ABC Disposal Service, Inc. 1245 Shawmut Avenue New Bedford, MA 02740 Re; Certified Landfills To Whom It May Concern, Please be advised that ABC Disposal uses only State Certified Landfills for the disposal of construction debris or general trash. Construction Waste/Trash being removed for A)cl at (Job- Location) 51q � .� NA Au&k, is being disposed of at (Landfill) i NtO eC xd� LanCA tQQ If there are any questions regarding this matter, please contact Steve Camara at ABC Disposal Sarvice,- Inc. at (508) 995-0544. 1 • Sincerely, Steve Camara Vice President/Operations Manager. ✓/0/— I - ze �'o�z�aoouuea� o�`i%�aa�acf�sr BOARD OF BUILDING REGULATION rlicense: CONSTRUCTION SU ERVI S SOR Number: CS 051170 �a Birthdate:,-09/10/1952 i Expires: 09/10/2004 z Tr. no: 2588 Restricted: =00 DONALD B j SHULMAN 298 ROUTE 130 SANDWICH MA 02563 � Administrator r N sv O 0. o� �0 / P 168 set A Rl4A• 101,600t Sq.Fr.00 c.s was. m O 6• 00, O �. N L 0 z o ' SBA IV • AR$A = Z0,000 ± So.F:. s LOT 0. .o sue,. z , `00• y.O rsti.+ar+•IF 1 L_o T "T 1 A NOTE : 51-IOWN AS LOT No. 65 ON PLAN OF (� COTUIT PIG14GROUNDS DATED JULY 1, 1926. �N I SU13DIV15ION PLAN OF LAND IN o o coTu IT BARN5TABLE' " MASS. Z �mA 4 ' >�ea FOR 0.mb S wo O�w in 0 TWOMA5 J . CARROLL ET AL m00 o 0 cl' 0 HE xi p, SGALC CuARLES N. SAVE-RY Co. m �N '01 40 FT ENGINEERS 4 SURVEYORS A COTUIT -- FALMOUTI.1 VA'rE1 MASS. 6 JUNE 195% PLAN No. 65$ 34 Y7 _1. r BUILDING INF MA fON O .w. p� � MODEL: CHOATE, „�03288 SPECIAL USE PROVISIONS. EXTERIOR ENVELOPE THERMAL 5) Lit .�CAln`��, Ida I 514 SANTUIT ROAD CONDITIONS OR LIMITATIONS PERFORMANCE (U VALUES . PROJECT SITE: COTUiT, MA BULL DER/PURCHASER: SANDWICH, MA BUILDING MAY NOT BE LOCATED TURNKEY. PAUL & DIANE FARRY WITHIN FIRE LIMITS C0TUII, MA US= GROUP: R!! 6'- 0" MINIMUM CODE REQUIRED- SETBACK FROM LOT LINES WI I H SEE ATTACHED RESCHECK CONSTI .UC T ION TYPE: WOOD FRAM _ First Floor = 830 SOFT. �- 0 HOUR EXTERIOR W,4LL — B/P F COMPLIANCE REPORT n Second Floor =830 SO.FT. TO LGI = 00 SO. �- ,--\I \� �. r FOR r-T Meets MA Code exception #2 S.;,o SHALL BE R E S P ON S i B L VOLUME. 27, 200 C U. f I (1&2 Family) for construction control HOUSE LOCATION ON LOT SMOKE DETECTORS O.K. � �- 10 7/16 ' BUILDING HEIGHT: 2 " NUMBER OF S I DRIES: 2 HEATING SYSTEM TYPE: 1ST FL = R E su L®61V� DEPT., DFSI�N OCOUPANCY LOAD: 102ND FL= 8 j �C_A I INS T A.L L ED ON SITE BY B/ SPECI,^',L SYS T EMS ' is FIRE ALARM PHOTOELECTRIC HEATING SYSTEM FUEL: j1 SYSTEM TYPE: (SMOKE/C0. DETECTORS) SHALL BE THE RESPONSIBILITY . FIRE SUPPRESSION NA OF BUILDER/PURCHASER SYSTEIvi I YPE: HEATING SYSTEM CHIIMN Y _ _ TABLE OF CONTENTS QA iE I =Lvrs►or\ O I R. N A O R VENT N T TYPE.E. 1. ELEVATIONS 1 D/01/03 N/A I L I ^ 2. FOUNDATION PLAN DESIGN LI VE LOADS (PSF) SHALL BE I HL RESPONSIBILI I Y 3A.FIr�sT FLOOR PLAN I� 33.SECOND FLOOR, PLAN OF BUILDER/PURCHASER CROSS - SECTION . f n- � - — 3A.=1rRS i FLOOR PLUMBINC PLAN I� i n - I r ^ 5B.SECOND FLOOR PLUMBING PLAN _ U 2no — �0 I nID P,I � I Y NF O� .Mr,T LON oA.FIRST FLOOR EIS CTRICAL PLAN - oB.SECOND FLOOR ELECTRICAL PLAN 40 PF S Corp-_ � 8. STANDRD NOTES & DETIS. 10A O - I A �01 S Str��Mark���� N S- =S: 100 Bloomsburg, PA 17815 _ II u�,L A CONIES. NA Tpl 0 � /30/O� O THE NA Si.AIt LABEL LOCATIONS I t 1st FLR Dry Box ENTRY CLOSET �� PFS.COPPORC�iIUr� APPROVAL LIM(TFDTO 1 st FLR 'Net Box — - - ACTORY BUILT PORTION _ IUnder kitchen ,sink an T��. ' OCT j6 COVER SHEET r^ right side `• v, 2nd FLR Dry .Box —► /-/ �u1N '- Festchester Modular Bones Inc 3DrZM2 CLOSET - Ind B R Wet BOX — _ `U- J.J_� r` ,Fri - _ _-..- -. �� a Dffices and M-nufactz-er t�Zant n G.BT.H VANITY _" s>F c �_ " 30 P.eagans kill Rnad 1Fingdaic KY, 12594 Inspection Agency Label _ yND �13t = Tel (845)8S2-9400 .F= (845)832-6698 i Data Plate is under �� I J-� Fa �. FF�w,H� ;= _4fanufmct Nkitchen sink on right side �}�caG urer o_ AfC1 7 (one per, unit) Expiration Date_ 0 til Arc I N N A N Y q" -{ N 1,%� FOVERHANG, DIMENSION (*) HOUSE WIDTH ' ROOF PITCH 24'-D" 26'-0- 27'-B" 5/12 16 11 16" - 7/t2 16" 11" 16- } 9 12 12" 11" I 12" U ` 12/t2 8 3/4" 8 3/4" 8:3/4" W 0 C; . ar ate'o. c . WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS. z GRu PA7ERNS FOR OTHER MANUFAMRERS MAY BE DIFFERENT. 0 , U o IL a_• w <a o ; N 'i- a Z ¢aE — a Fm 1 0- I ,2" - ROOF TO ACCOWL DRIFT LOAD I O_O _ Ij1 PORCH BY B/P = z IfQQ EL f <4 co LL v^ ® ,� co III I L I mm �� II II cv W W . III , I I i= I 1 C . ALL EXT.SLAP.S. STEPS, RAILS do GUARDS TO BE . L I DESIGNEDJ SUPPLIED AND INSTAL="D BY B/P Ir N I=ROrnl T ELEVATION t� f:- a c) Lo BY B/P BY WIviH' SCALE:r- 1/4"=V-0 —r cn I Eo O- b W-LAI9LNG�M-� 3 ' m "C i. o t1 d a x ? O 2:E �3O ' III III 7 - • IIIII1I II II IIIIIIII II®II1IIIII IIII III III �-j�-Dao � c a nQ 14 ON Q Vp LI I V7I lI i Fill] 11 1 I' O U Q I LJ --- D o RIGHT ELEVATION � LJ . AAd E " zSCA 1/8 -1 0 E , REAR ELEVATION o < ==T ELEVATION CDNIn N- rnm -Q - L - SCALE: /E3 i'-D" •V Ln n u Ln L. • a 30•-D- 24•-0' U Z Z LLJ Q 00 Os 1 -- FOUNDATION WAIF I p L i U "' FOOT7G 1 I n Z a o ¢O m Oi - NOTE: POINT LOADS ARE DIMENSIONED• DM ABOVE OTHERWISE.- � ¢LL I p� MAXIMUM SPAN BAN COLUMNS = V-7D- 9� Q 6'-7- 6'=3" F n 00 ,�arauu"rnrr o _ � ` -�-1- - - Q r-a , Cj ____J L -J L___J �LALLY COLUMN J m 3 x Q fix` . I t Q � c COLUMN FOOTING �W >>- Z. two GARAGE [UNEXCAVAILD] -1 _ QUQ �"'•,n,n LL _ J STAIRS AND POSTS DESIGNED AND CONSTRUCTED BY B/P CoC Co p - i _BASEMENT O ' O [EXCAVATED] c UP QP SUPPUED BY WMH i I O z O Or1P� _T - d:lSALLED BY B/P I I a o v S [JI N E5 rY C.]rn G7 5=7 cr) Zo ` - - • QJ o M 0 Q �' Y J o r 7O - -- o 29'_ i-7T C_ 0- TT T z 3n= vL�XL - ' 7 0 0 . - a o rn O �/ L C 4 u�c� I + V L7 J N O L o O O .�f•- OLLJ • Q O U 0 o o rn Q z O' N (!1 Q r N (y O W I I O I U) 23•_lt. 30'-0" U Z 00 < C�• • - N/GRILLES �"� n MW2432 MWCN235 1 MW6066 z L" o O 0 N '0 o I �I (00 aU Li f-o O sClt�" rb WC o 00. IA DINING RM. ¢ a o 1 ® 13'-3 1/2" x 13'-0 1/2" t_ D24 ' O 1 5-D' I <—a < d'D D13151 P23 z I I ' •. - PANTRY � _- .�m sa:ITs- .. KITCHEN. 11'-l" x 13'-0 1/2"30 O n "i _y D2fi A30 A60 / C wp en S �\ CHASE �_H _ '- w ` N . _ - CD P Z J coP (� l8"x18" c� ❑s <2 LU Q >r Ccl, q o c LU fro 1 Foje'%a 2Q¢ I 1' c o i < .. CO CO oGAPAGE < W nO pp Q o LIVING ROOM C".) - . - AI! rlRE SEPARAMON B-%--N O GARAGE !x HOUSE BE l8'-6" x 13'-0 1/2" DONE ON SITE BY B/P - - O 0 N 9 x 7 OHD 9 x 7 OHD a MW3046 j W � MW30.6 G W U C S2 CN PORCH I Q In _ -� o — a m � v v LL_ p 3 _ � z O v o II� =N • nJ C7 . 7 cry ro< O Li—:2 lJ 1 � LL- RGOW j �-c I LIG_i SUPPLI_0 I VNT SUPPLIED I _ <CD z l 1 ILIVING RM, j �.1 I 21.0 I 12.i0 �ON< �1 Z DINING ?IJ, j i73 I 63.2 I 33.65 Q �. KI i BRKrS i I 145 I 8-5 ' . 7.40 C, Z U Z O m �., Lilo Q �¢ N ro. MW2432 MW3046 MW3046 Z p0 0 J F cr r-2 r- �m w Qa o ¢o O O o Z QE. - s-IONr n — ►=-I MASTER BEDROOM 3 N O 15--0 1/2" x 13'-0 1/2" - n < N Q ` • O D16 u a O LINEN D24 i ----- 0co 0 N 3 [2]1 i/2^ x 9 i/4' F4 w 0 E -n A, . m : mICROLAM - ROOF BF50 _ D26 �_��. d�^ ' a i� i CHASE m d. m = 0_- A. J _ CESS -.- 18"x24" t >> r( 3 aw 2 x - N " x30' I i I w 01r I y z yh� D26 ¢LL 9 I o I w o I co I o h _ � BEDROOM 3 BEDROOM 2 0 a 3 I - • I r 13'-9" x 9._7.. 11-0 1/2" x 10'-8" � � - `o p as a S © MW3046 MW3046 M W3046 a I �---- - • • .I • - e ' Uo'rn co r co SO (J o �. . C CD o rn co (� 7,,L) CN W r�Q 0 w� �/ z - LLJ LIGHT & VENTILATION SCHEDULE (SF) "moo �� a z0— POOM I Ar2EA I_IGHT SUPPLIED I VENT SUPPLIED p 00 0)¢ Q ' MST $DPM I 196 1 20.6 11.46 Z tr N co BDP,M 2 I 118 10-3 5-73 Q t- - `� BDRM 3 1' 132 -1 20.6 ( -- 11.46 cn I - Lw 0 I u CONT RIDGE VENT 18 in' /LF Z ~V 0 0 _ I I- TYP ROOF Q 0¢ o ROOF PITCH MAY VARY 3OYR SELF-SEALING FIBERGLASS SHINGLES Z SEE ELEVATION DWG #1 OVER 151 ROOFING FELT p 0- _j 12 OVER 5/8" AGENCY RATED SHEATHING F t- U } . PRE ENGINEERED & ""�_SITUTHANE APPLIED CONTINUOUSLY IU CERTIFIED ROOF TRUSS DESIGN TO EVES FOR ICE SHIELD LJ G P S i CL Eai Z E AIR BAFFLE BY WMH IS ATTIC SPACE IS DESIGN© R38 INSULATION W/ VAPOR BARRIER FOR LIGHT STORAGE 1x5 SUB FASClA G. i u u ALUMN FASCIA TYP EXTERIOR WALL ALUMN SOFFIT 10-7 IN /FTzVENT [2] 2x6 SPF J3 TOP PLATES 2x6 SPF #3 ® 16" OC STUDS ' 2x6 SPF #2 SOLE PLATE GWB INTERIOR SIDE R19 INSULATION W/VAPOR BARRIER Z (STAPI ED TO STUDS ® 7" O.C. - MA only \ TYP INTERIOR WALL 00' .1/2" AGENCY RATED SHT. EXTERIOR SIDE 12]2x4 SPF 03 TOP PLATES - VINYL'SIDING _ �' 2x4 SPF 3 6I6' OC STUDS � F O- co AIR INFILTRATION WRAP a \ 2x4 SPF #t3 SOLE PLATE _ z 1/2" GWB BOTH SIDES cam. c x yaZ �x c 2x1CC 0 SPF f2 016" OC FLR JSTtu d >>_ eat y Z p yip`3 r O 0 y , �S i� cc O C TYP MARRIAGE WALL [2] 2x3 SPF J3'TOP PLATES 4 20 SPF 03 ® 16" O.C. a_ 1 ' AGENCY RATED SHT AT MAT.SIDE �Jr `�` +. 1/2" GWB'INTERIOR SIDE \ 'I \ E 2x3 Co SPF 10 SOLE PLATE TYP SUB-FLOORING e j\ 3 4" T&G AGENCY RATED SHTG. \ > O 2x6 PT SILL PLATE 2x I \ S m z 10 SPF #2 ® 16' OC FLR JS o (SUPPLIED & INSTALLED BY B/P) c c S W \ a . `R-19 FIBERGLASS INSULATION �� Y ED a � c TO COMPLY W/ENERGY CODE \ r w (It\-S-,ALi BY B/P W/VAPOR - a p BARRIO WARM SIDE) \�^ \ E ER •T U ` I� i 15/16- o'En ��cp � �. ' SEE STANDARD NOTES & � DE AILS - DWG ¢'6 SUPPORTS N I QJ Y N x & STAI?S >. O' r o BY B/P 0 3 c } _ C Z -- L_J034 o � _ X a �� 4D + ,� z 3 0 - - 0J <_ �O o m w a u1 chi c I N Q LLJ ro C� a _ o L0 CID¢v N V � CDLLJ .. - (n O O O Arid - z zO§E vA 0 ' Q Qcoz O O)< . Z t~ Ncn ' Q u p011. 23'-11" 30,-0- Z O0 UJI CIE Q L1 a o 1 0 QO c J J D.. 4 LL wo �)- J L_- a 4� o o ` 3-D 2-V DW KIT SINK Z Q< 1 L"'v ,i/ DINING RM Z Q .. - .3" D FROM D 3/4' JPPLJES 1 D;ON,2ND I I I I _ KITCHEN " 2" WENT TO 2ND FLR - - O_O Z oix wo • I / ' J� b �O �Qm Z eel _s z \ W > :3 w6 ow I.- dy [~q � 5 \\ a 0 0 < . . - CC) n o GARAGE B q < o LIVING ROOM CID - Z v O O N S S Wr c " �co ' PORCH - PEDESTALKIF r (D Q O ^ SIN K NK SINK DW ' I I I TYP a co _=a I I I a < FL • I :E-6O I J I � o obi - a A TDCDNri. W/ SUPPLY DIAGRAM 2 VENT > 2- VENT VIEW A' - NTS To 2ND FLR r r FL = FLOOR LINE � r - 1/2" SHUT OFF VALVE LLJ QWV DIAGRAM ---_--- DRAIN BY BP = N ,�2 - COLD VIEW 'A'' - NTS DRAIN a WMH o 0 LAV `' ------ HOT O w - F— z �1 � , � D = D'AIN - "` c� c� CY V = VENT VENT BY BP = D 3`� ro ? o — FV = FUTURE VENT VENT BY WMH W o O _ C _� - STAND ova _ Dw C a ari Q S - S LAND , DW DISH WASHER i z C c•I cn N KIT SINK _ Q WC WA1cr CLOSET � T FC = FIELD CONNECTION BY B/P B/P = BUILDER/PURCHASER Wa K t 30.-D_ c� Z z w og < o SHOWER O g ulSHOWERWC 2-D Z C Cr oN ~d 3'D 2`WV 1 1/2-V O y Q c J F 0 I U O_ TUB/SHO CL N Ga o QO 1 1/2'D&V Z a U MASTER BEDROOM' ¢L WC ' < II Q 3-D&V -LAV CL I 1 1/2-D _ 0 1 _ WASHER . 2_V FROM -_�--- y t5T FLR 1 1/2-V Z ` - 00 `r„�,En,r.u,,,,, TTS DRAIN PAN Q >} riy3� �z O a S.U .O ''pit 4rnu�n i "'o I co � � - ! "� BEDROOM 3, BEDP,OOM 2 Of U v�i co C C_7 Y N GENERAL BATH MAS-=R BATH SHO O >-CO - - J - LAV WC 7U8 SHO - LAV WC (, WASHER OJ Cco I' THRU <. t < 3 yD ROOF 1/2 I I I S z=E p O YP J y- J D C� _ I I I I orn -J J Y 1 LJ Q L - N 171 r r'") V) 0 . Lf) O CD O �_ TLIB/sHo - LJ WC oxr - � O LAV V L) U • i I - o p ZC) T t t- �O ?� SHOWER co z { , Cf Q � ¢ ro Z - N I LAV waSH=R :5- DRAIN .. Z. Of (N V) >71 7s: FL <[ � LLJ LLJ - / . • r O V '� - • U) � �� .�'�Cam• V11 s DRAIN PAN 23.-11" *J Z OO .P uj C9 O G P2 P� a , Q 0 n o F- o P4 e Z >CC N E- O O O o :D / ,5�J U MCA QCI� r. O ` L-� W 4 U O F ' ® ri • , C cm �O 7 Z a< 7 6 DINING RM I} N a a � 7' . 7 7 6 a - 51 t - KITCHEN 00 unu.NH�7- 7- TS . TO GARAGE tLuj-0- 0 3 r� C p CZ wn Lu Q m =Z Lu 2 So �huannuW 1 co-x W/ 1 pro- w w BWT e 2.&FL R _ s F e - n 0 GARAGE s N. LIVING ROOM co e O Z + - _W OJ B r 8 a U<co L N PORCH O Eco C �� T 3 LEGEND CIRCUIT DIRECTORY n` �< s o 0 N AM?)WIREI CIRCUIT I - CIRCUIT IWIREIAMP NO. - p x �_ U: —o o PAM- 6OX I O. I C nov nuo r�evnce I 1 120 ,112-2 GAS STOVE I KITCHEN RECEPT 112-21 20 2 �< M o �! i 0 M 71Ov DUPLEX RECEP9 -SRLJ7 WRs 3 1 20 112-21 MICROWAVE 1 KIT/DIN RECEPT 112-21 20 4 =0V RE-,n� GL KIT DIN 14-2 '15 1 6 1 5 12D 12-2 REFRIGERATOR 1 / U _ r� �ti ux 7 1 15 114-21 GL BATH/KIT I GL LIVING PM 114-21 15 18 ~ C b uONr suRv�.'z uouNr� 1 J 10 W W V o•.t 1 g 1 15 114-21 GL ENTRY,SD/CM(AFI)• GL GBATH, MBATH 114-21 0 r-) _� acn O R=�UCN z7 ouac i1 15 14-2 GL MSTR HDRM(AFI) I BDRM 2 & 3 AFI 14-21 15 1 12 ED 1 Srrx,NR_w�r i 13 120 112-2 WASHER . 1 DRYER 1:10-413D 114 0 I SW..T,.- wP wcr 1 ( 1 1 l o (n O O O �o~ i I -.5 1 20 112-21 .DISHWASHER I . 1 I 118 R—az/ma L M"VL�I I i i 1 20 112-21 BATH GF I•S 1 F— 1 1 I 120 O W� Li .N/urn Ea7 v c un;, 11 1 g 1 I 1 `1 122 z ~ +- . C, seot ouRoc� cON.E:=ny: 1 21 I 1 1 1 ( I 1 24 p V O U 1 23 1 1 I i° I 1 1 26 Q Z 3- BOX Ac/oc S++oKE o-r ror 2 5 1 1 ' 1 1 28 D orn¢ , .27 1 1 - 1 1 1 30 j. 10 ® DOOR Eu 8U7MN ')O L)= N(n a r._mNar_OurLET 1 1 1 1 1 32 Q = 31 34 � - m -E—S--7 33 . 1 36 O --r � 1 O L r^jg v�nw s7srev our 35 1 38 Q -�' c�c FM:a vOrn 37 1 4D a o r.c F W F1D00 uarrs 39 1 1 1 30'-0- } O Z O0 QIo Q Fr Z Dy o k0 N <a v of ASTER BEDROOM Z �o: L 10 Q 23 14.16 - k 9 0 C7 W.O. 11 20 CONNECT wnp m So v I a2. m a ¢ z ° • TO lST FL n Y ON FIRST FLOOR 11 I C !�( L O < ^ •�< m >} SOo z ❑ i a U N 12 I LLL �brypul 1 . 1 co• lz I - Co. C. /� 'Z ° + � Z. O 0 Y i BEDROOM 3 EDROOM 2 O a - 1 12 0 1 o N N S' • ' W 12 El ------------- co to D Q 1 Q __J Erco M O 3 co <. ". i .J Z ti 2T D < _ Q • Y z a e �o � o ` - Q ( , -w___N I— `/ Pl C>CN m O �� U) O _J hL-- < LL O Li �� - Z - �1 � z ��. Q co Q�,z ' V 0 Cl rn Q Z LNV) (n q , c , - T- WII`•IIDf- 5C1-i LDUI_I1 _ -'>• � - ----- - VY i - .. IG YOGI ICI-ILbULI= c � . . �+v✓ l�1iill(i:N'_ _,, �'' r� -f �,c�sl•) INSULATED, ME-I-AI_ 9 LIGHT ------------ --- -T1�7 V/_'YI`G1.1.1 I llh J t -'': -,._._....�,l it x :rl;_? <b_tr)--- D><�,O— Y=0'' >< 6'—r3" 1_NSULATED, METAL, C PAHEIL -- I _ I 5,1-_ _�, (__ �5r) xlb IDS_I '1�7=r) _- _UX30:1_ 3r U >G�13- IIASULATED,MCIAL,GpAhIL"LI ISLIGIII'�AVr - _ _ at t�1`ClC_I'Ir!�U �Itl fl,+,�-- ----• ___ __—__ _,_awl-- 71�nXTl / J I(`1=J ^— hx3G2 3'•�G_x 6 —r3 IhISULATE�MC'rAL�PAhIELI ZSLIGIII'. iµl 1'dl`ILI,� - --;,,�.7---' ----•,------•---- ----•----_. .--- J. ._..fir, - ,a�i (s1-)_ i�>«l� �z --o" x 6'—E3" IIISULA'I'EUlMEI'/�L,DOUI3LE IGUGII'I" + .-- -- -- - — - -- —' ----- ?.Lt+l, f,_I __ �Ipzl�a___,Pll (5� — _I 5 = Er $'—O' x . 6'—D" WOOD, SLIDING GLASS DOOR 1.1Y� f��('LLlrl(:It31�— IU,rI 'F 1 l',n.'�; _ ' 1 S i�— r—. r—•- ;rr j?f;(I(•1'I(.1/•V _I3,li r' a ,),- -=_��._� ^1=1(�CD 3 -U�..a< G_ �J_ WOOD, SLIDIIAG GLASS DOOR _ —i--,�l= ,��•/il A(9.�' fy z S•,'h.Cr> ---- ------. - —--- -- Y: _ - -- _� _._. 167_: r1G _ - � ll G,rl'�(=•FS---•-- I•,IVJ 1�'t`I•Il11�171�I, --j,l,! %-- �13f•`.,<•?�I';'- r",r15 �r� •-- • --•- -----•------ - --- -- • PI i i3� f313/�;iihl�-��,L --- ----- — ------ -- — -u�lollr•IU T�V•)— {1fil`Ld�ilrlp J5I In17p;— z�T-- -- ------- ------------ ----- - ll > ---- I'IVJ F t.l I Gi •, -� ,� - --••------- E,5. 1,'I v N flu y'•>S'u�= bw�(�f--'� L'. - - - _._..... _...... - 1. _ `I.1�1 II)'•I'n 7 5 'sc = 3.1 u(5F)_ 3..'I 1, i I I b:' V-1J U V D I u.5 —1',—+��; ��,�,L.,_�,1 5 ' c'°G_6,U;ri i i ------ ----•------ -- — _3 I'IG II1d V Wut;U.. II. `I f.77 %•i' )_; ' io Liz rT _ — ---- _l'I 3 2. II w V•WOpU —i.l --.3 :!O — V- l_ T.0 rl. l'1 7�';/I" I t ';•;, i.�'(pP 1JU I f3. 1 i.so 37.%I_ 1.q(;rer l 1=LO 0 f� P L_A N NOTES ------- - ---_.--- ------ I; Label locations are•deslgnaled by; r 7, All Interlor and exterior Handrails and/or 1XI 5lale Labels 5. Attic Ac.cess(ee) ort Cape Models are to be Guardrails are Installed by Dulider/Purchaser r LIdJ Third Party inspectlon Agency done oil site by IJullder Purchaser, Data Plate 2, Maximum height of ecp'ess willdow sills �, 1( applle(I, any purl to be finished by .builder . Is 3`-3° Above 1-lnlshed door on site, slitfll be In colnpllarice with all Refer to order selection foru,. for specific appllcuble bl.11l(Ili)g node requlrefnents and alihllarlces supplied WIIII•(his Clouse, under jurisdiction of the local bullding 4. Uath room tans are rated at 50 C17M, Inspector. ( garage, additions, porch,. etc ) .-- SUPhI_Y I\IO�i-f-S __—=_— _ --- ----- -- L�WV NOTES _ --- - • 1,IAalerlals are lips L copper and lend [roe molder. -- -- . -- , 2, Water supply eliall 6n eecarely allache�l to Ilnm bulldlnqq nl no I. Malerluls are PVC;sclnedule 40, greater distances between eupporl Inlervule Ihtip,speolfled I 2, Drainage and.Vent piping shall be securely attached to Ilia bulldiny Ilotlzanlal pipe at W-U" ill no grenler support Intervals than•epecllled. Vertical pipe at each story, Ilorizmnlal pipe al 4'-0" far 02" or larger 3, Water hooter to be supplied and Installed by G/P, Horizontal pipe al 3'-0" far pl 1or or smaller A. All supply lines are clubbed lluouyyh Ilie first flonr. Supply lines'below first Boor eupplled unit Installed by B/P. Verllcal,plps of 4'-0" 5, All hot water lines In unhealed spaces shall be Ineulaled by B/P, 3. All drolnoge connections liorizunlul to horizontal and vertical to 6. All Iube and/or showers In be supplied will, null-scald valves horizonlnl are long swoop or double 45 Ililinga, 7, All d"lose Installed with self closing vnlvnm (Le. wael,er,dlshvinalnor) - shall have o water hmnrner atresihig devinn nit (ho eup,ly linee,jpp '4, llorizonlal vent pipe connections to verlloal vonl brooch or Black State d and Installed apes by U/P mn ells, In nocordauoe with nil ehnli occur at local 0" above Ilia hoar rim of the highest fixture Slate and local nines 1/ aotlea. served by Ilia horizontal vent, 0, All Bxlure supply lines I/2" dlameler skull hove Indlvldual . shut off valves, , I=1 .1-_M-PICAL NOTES L Efeolrinul panel In ralad Zoo amps,-- 10, Moor bell billion nl split entry front doors eliall be Installed by B/P 2, lion-tirelolllo sheolhed noble Is [)Jim IILI-Il. If. One [11 ON circuit shall be Inalalled lit busontenl by B/P, J. Mree ore Installed wllh Ineulaled elnpinn. 12. A clothes w6eher alroull ehult be Installed In lineament by B/1' If washer location Is not Incorporated 4, Elechfu service shall be grounded by D/P It compliance with NEC, elnle mid local codas, into houee, 8. All eleolrloal oomponanls eliall be listed and/or labeled by a nationally rsaognlzad laeling lull and 13. lisoe,lacleI shall not be Installed directly over electric baeeboord tioutere. shall be Installed In accordance with m lutfoclurer instructions and lobnllolre/ilea Instructions. 14, alroull breakers for'electric baseboard healers are only Installed In panels of houses with electric A,.Electric panel shall be located and mounted In basement by B/P, unless noted otherwise, baseboard syslema. 7, A,eervice disconnect eliall be Installed at a readily accessible location nearest Ilse point of 15. Smoke deleolors are Interconnected and Installed on a fighting circuit with no Intervening switches pit ' entrance of U1e service conductors, - that olroul6 'B, Teleplwne and television cable options run to Ilia electric panel location. I0. Smoke deleolors shall have a buttery book-up power source. g. Door bell wires shall be conneoled hn basement by B/P, 17, easement orpoke detectors ore supplied by WMN and Installed by B/P, ' E13[3 -- 1-IE.ATING_ NOTES_ _ 1=1'IW - HEATING NOTES 1, Electric baseboard healing circuits are 20 Amp, 220 Valle with 12-2 non-metallic sheulhed oable I. Baseboard rullnys are based an 190' F water temperature at I GPM flow rate wliIt 05' entering air, 11oxii NIA-B, 2, Fire( Boor baseboard units are Installed will, heatirr . IAoxlinum trallcge per ciranill elnnll be •176U walls, g pipes elubged Ilnru floor, Second floor Ireallnq pipes J. haseboarde are rated at 260 nnlle per linear foal, between baseboard uhlls ore Installed In floor and/or wall panels, B/P In responsible for Interconnection 4, IAhdrnunr Iherrnoelal range to 45' In 70' r, belwoen modules and floor@, Balance of healing eyaleun is to be designed, supplled and Installed by B/P, 8, General Ilghling receptacles eliall not be located above electric basaboard Inoulln unite. 3, All Reuling pipes hr unhealed epooes,ehull be insulated by B/P, 9 4, Minlinuin Iherrnoelal range Is 40' to 7G' F. 5, Access panels are (or ilia Btillder/Purchaser to use In the Interconnection of ilia hoofing systemn. 7lteee panels may be permanently allnchad and flnlahed over by B/P after heating system Is completed _ FOUNDATION NOTES ° rIiRIMI:'IEIt BEAM o the founpallon plan In provided for Inundollon doelyyn pnromelere _ __ [2] 2x10 SPF f�2 T only. Cmnp ale Icundallon engineering booed an specific Bile - 1cl'of Peril WML C)condlllnne appllcrible local and shim codes, to Ie reviewed and EACII MODULE approved by a raglslered archlleol or engineer it fire e.lale of bows deelgnal'on, 2x0 SILL PLATE A 1 7, "to flullder purafieeer @half be responsible for dealgn, eonnlruotlen and node compliance of all foundallnn elements Including (but not �( •limited lo) elruottrral, plurnbing, electrical, hooling, energy __ L —,4 WALL L1 d- conesrvuhlon and tire separation, — p; 3. Minimum column tooling Blte allall be 2'-0" x 2'-5" x to" deep, l 'LALLY COLUMN—► 4. Conorels,@Irenglh nl,ali be Jo00 rel ppr greater, COLUMN UM B. Lolly column shnil be rnlnirnurn A:I i/2" steel pipe. FTO B, roundclloh sill a roll be preservative healed itnn)at (sup),figd —01/1" DOLT de IJU'h tor,or aslat SLAG orrd Inelalled by BJP prior to house delivery and asl), there uhall --V%-- —"-be no proh'Uelon above lop of sill plates, its WASIIER ®32°00 STEEL PLANE 4,8). it L.A�-1 -rD rN f r0 - BOLTS BY B/P LALLY COI-UTA14 SlSf�GC?9Jr IV)W LLS !ivLlr4Jyld /.I. RDA II\IC PAUL & DIANE rnRRv ��1?IALJd ___ f. tl-11RD PARTY INSPECTION AGENCY 03288 Q1-'-�lY-� 298 ROUTE 130 L'llrlAW11011.I:ia,. APPROVAL LIMITED TO WOOD SANDWICH, MA 02563 514 SANTIBI ROAD FACTORY BUILT PORTION -1�L-: cvturr, ran A 4irriER� [ y uni -.' OCT I Q 2Wa 611tin L�')' S .�. A.[ Y D �L.� .,T r ,/ - �._- 1f ( Y :A �� I0-01-03 �j, � ---- APPraC>v�D CXr r "v tanuun rrnr f"� � �... �EatH o *� PFS CORP FIT A, s ; OCT 10 2003 (�IhhIIIInnIII Q�uImIII We�lr,hcslor Mocli.11ar Ilalrlus Inc - .a SNo" T ' + lW� lop 111r•.cK DAt[— = APPROVAL UPAI 1.=D TO 30 N9uyans I�III liontl, Winydule Ilevi. Yerl(, I2J94 P? FACTORYDUILI pOnT!ON ���••••••/// Tol (91A)032_••9dUU I'ttxrFoff4rlNor � : .7_....._v._.-_._ SSY 7lnl- ^' SMOKE DETECTORS O.K. w CeE 614b�ill'Lrgiil�i�65E�PIT- 4. 7� Z 1 ` W v J - L Q LJJ Q Z • V i.L Lij I •' _ Q. O � Q - L o L 0 � - LL Q° z ui _ W ui - m = 0 C O r LL U • ... - e / m J W Z Z z () (D M OO W SCALE: 3/16" — 1 '0" ° co di o wl ° o w - ] W ]. 1>'-'L i z LLJ W W REAR U OU Q o � CDQ w - Os Qwo a p> Q f W p 77 Q ry 1- _ z 0 0 LWL (n � Q U • m -J W z . LEFT RIGHT o = zH CD W . . n n � w O Q ti SCALE. 1 /8 — 1 0 o � � = o CD w ,. • 4 - ----- - -- 30'-0" ----- — —= 2432 CN235 6068 C°O KITCHEN \ 0 • - 2468 � 11'-1"x 13'-0" 00 to r, cp `f 1•/ LL v.•' r N 24'-0 _ DINING 13'-4"x 13'-0" 2868 �J J . - - BROOMS° y 1868 00 00 04 00 2668 3068 6068 f 1 LlJ w O • wT BUILDER SUPPLIED / DIRECT VENT GAS W Z OO M O ? O LL q; LIVING c; N co SITE BUILT GARAGE 18'-6",x 13'-0° 23'-5"x 23'-0 U P s w � 2 QC, z u- 00 w 5468' .. -304G 3046 I ' w 0 O SITE BUILT PORCH m o 1.1'—T x 5'-8" r Z 9070 9070 12'-0" Z � . P O p O Iwi Co 2 ` - J a- QU)jl- U ; _ m -1wZ .- 1868 .., — SCALE: 3/16" = 1 '0„ u W w W- o - owl = - " bi NOTE: A MASTER BATH WITH -- ---- WHIRLPOOL, SHOWER, VANITY AND TOILET WILL NOT FIT IN -THIS SPACE -- -�- NN _30 0" " \ 2432 3046 3046 \ \\ \o. LL onco _ m Lij z - N' O N 2068. il) \\ \) MASTER BDRM ih O Q. W 24G8 15'-0"x 13'-0"00 ' N W 19 04 .. U. ONLY ENOUGH ROOM - N/ . y N ,.. FOR STACK W/D AND A LINEN - - - LINEN CLOSET. „ 00 2068� 2668 ao Ljj d / C 4 DN �\ CV U ~cl) 0 Q 2668 STAIRS \ o Q - 3'-6' x 8'-2" ' - c�2 2 p U c .. �, U Of r BEDROOM r ¢� z LL BEDROOM 11'-0°x 10'-8" 0, < 13'-8".x 9'-7" 6 LU 0�0 Q w \\ LLJ o cm = " 3046 3046 3046 -- Z —7'-4" � 8'-4 1/4" - 914" 4'-11 3/4" Q . 30'-0" D g z ,• - moo O LWL U) -� -wio' Q W ' Q U) � U m J W z Q = _ z C) C M SCALE: 3%16" = 1 '0" Q ° ; W co � Wo ate. p = 0 o co `r "I HEREBY CERTIFY THAT THE FOUNDATION SHOWN HEREON WAS LOCATED BY AN INSTRUMENT o SURVEY CONDUCTED- BY G.A.F. ENGINEERING, INC. _ AND REPRESENTS THE-LOCATION ON THE z o o / Of:A4ASs9cyG PROPERTY AS DETERMINED BY SAID SURVEY." o o ALANM. 0 0.. 3 171,911, Z v GRADY m uj No.37732 '> BENCH MARK: A ALAN M. GRAD P.L S 37732 D TE. a N SPIKE SET IN UTILITY POLE O 9°FEssto�� a ELEV. = 100.69 / '�asuRu�°P 0 a P Q (ASSUMED DATUM) Q� 0 >_ M NOTE: ALL OFFSETS SHOWN ARE TO THE TOP a m o '`J y CORNER OF THE CONCRETE FOUNDATION WALL. o W N R' 03 F m } to m o Z Y LOT wQ � _ o o v ASSESSORS MAP 1-9 z_ ui o LOT 10 ' CD GUY WIRE AREA=20,000 S.F. _ s Z_. Z 0 a� Q m C JN. �V = N q, W W x 6 W a li T W Sao Z Z w cT EXISTING t Z ui FOUNDATION W a N w T.O.F: _ 104.29 i to Z • O. m 64 Lu W- J L LL- o a LOT 11 Z U _ Z ry ui m LOT 7 Q i �ry� ry0 0 ZO o W Q8 U ORR W J o a—J o Q_Z o a0. ~ 0 Q V. •�•E o v w Z. W h a LOT 6 m N O i N 0' 30' 60' 120' DWG. 1 . I . "I HEREBY CERTIFY THAT THE FOUNDATION"SHOWN' HEREON WAS LOCATED BY AN INSTRUMENT z SURVEY CONDUCTED BY G.A.F. ENGINEERING, INC. W o '+ r : ., . . „ . ... ,. ., _$ .. ``:. b..y �i.l, :` ,. .rt ` •}� .:' ,•-, ',<� r"„'' d N:OFA1q qc ,� PROPERTY AS DETERMINED N ON THE ' � o o � ,-o AND LOCATION E MINED BY SAID. SURVEY. a M c� U-Nv o ALANM. i'- / v GRADY yC G o O f v. 1 ° X •• BENCH MARK: ._d _ _. _. / A ui No.snsz F .: /`�/• Q m m a H / Csa�fss�o ALAN M. GRAD L.S.#37732, ,DATE:.. a o N SPIKE SET IN UTILITY' POLE as t, �Ev Q, Q a p ELEV. = 100.69 PO p p a 4; (ASSUMED DATUM)• Q / r . \ ' m ` .. a a o ` \ NOTE: ALL OFFSETS SHOWN ARE TO THE. TOP o V` CORNER OF ,THE o CONCRETE FOUNDATION WALL. N m Q \v a. - M p m .p J \ LOT 9cn O ASSESSORS MAP 19 z > M LOT 10 w N r7co GUY WIRE `µ; AREA=20,000 S.F. p N Z Z Q Q o 3�` o LLJ W x Lama LLi !!^^ Z w m c, Z W Z g O W I IEXISTING $ JQ m W 1 FOUNDATION • ZZ T.O.F. = 104:29 LL N2 co N J uj O ~ . LOT 11 • 0 > Z lop s LL - - - ' LOT 1� — LL 7 t— Q a, U-o o L r ti°j ryo p z j QU a W -jo a_J Q F_ ir x X R m • a a. c. rn a LOT�. to o' 30' so• 120• DWG. LL� . PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) » FINISH GRADE OVER LEACHING FIELD= GENERAL NOTES TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN 4 SCHEDULE 40 PVC _ REMOVABLE COVER SLOPE O 21G MIN. OVER SYSTEM ELEV.= 1 ------.. .. __-._. . . " W_ 6 OF FINISH GRADE WHEN NECESSARY. FINISH GRADE OVER D_BOX= -µ-- 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE FINISH GRADE O FND. EL.= FINISH GRADE OVER TANK EL-._ 1. -- MAIN mff� 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 20" MIN. ACCESS COVER METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE PARALLEL LINES OF (TYPICAL FOR 3) 36"MAX. 36"MAX. 12" MIN. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2' 4" PERFORATED PVC PIPE 36" MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 4 C.I. OR PROVIDE WATERTIGHT _ OF HEALTH AND THE DESIGN ENGINEER. " 3" DROP MIN. 3" 9" '� ""�� " JOINTS (TYP.) t 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL SCHEDULE 40 PV7F6 4 PVC IN FROM SLOPE PERFORATED AT 0.5% .. SEPTIC TANK 4 PVC OUT TO �_ _::_ BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. LEACHING FACILITY p �� CAP ENDS d d Od 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED -"--"- 12" 00 LAYERS OF ♦_-_.__.{) cO �-TYP O INSIDE LEACHING TRENCHES OR LEACHING FIELDS. LR�"LLt - 48" --� ___ O O DOUBLE WASHED STONE 8 O :w :__.__.._ ------��� O _(L LAYERS OF 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 10' MIN. GAS BAFFLE 6" CRUSHED STONE 3/4". TO 1-1/2" OVER MECHANICALLY CD CD6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6" CRUSHED STONE COMPACTED BASE O -� _--- -- WASHED � OVER MECHANICALLY COMPACTED BASE -— -- - 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED ��UTLFT -DISTRIBUTION BOX --------- - �j_._ .... TO BE INSTALLED ON A LEVEL STABLE 1-- - PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND BASE. FIRST TWO FEET OF OUTLET _ READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED PIPES TO BE LAID LEVEL. GROUND WATER MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH ----- �------- '`AND DESIGN ENGINEER. GALLON CONCRETE SEPTIC TANK - fll__WA ` ►�1''-1 -- ,�..__....__.__ . CROSS SECTION VIEW LENGTH + ��_. .WID TYPICAL FIELD PROFILE TYPICAL FIELD SECTION a . ELEVATIONS BASED oN� Ut�i 7 TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE p T -ryr /� DISTRIBUTION BOX DETAIL A�L 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SEPTIC C TANK PROFILE VELD DETAILS 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 + TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. © .w•s-sit _ -���11��= DATE: ��� ���____. 11. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS INSPECTOR:.-. -, OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR'`Ct�l'Ctr> �' " CERT. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS TEST PIT -MST-PIT--- TEST PIT : LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH 12 ELEV TOP -- tf dP ELEV TOP CASE THEY SHALL WITHSTAND H-20 LOADING. T - = -_ .98 ac 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND �o+►d ELEV WATER.. _ _WA _ .. ELEV WATER FINES. 3T� PERC RATE = MIN/IN PERC RATE sue. -PERC RATE = MIN/IN 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND Aa'ruit - DEPTH OF PERC= `UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES DEPTH OF PERC= DEPTH OF P +� ±..._. OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN c COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN TEXTURAL CLAD a -'TEXTURAL TEASSL_j� + TEXTURAL CLASS ACCORDANCE WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES MOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �• F1 -1 ri_-_._: k�•tD I"tIt1 .;: A 1J1�-- 16. PROPOSED PROJECT IS LOCATED WITHIN: KVY __ YK. _. ASSESSORS MAP COI� i t t �� cf� AID. _w /4ND ZONING DISTRICT _ F - - BUILDING SETBACKS F:`'" ft..F-1r�ff T; if. Apip 7K FEMA FLOOD ZONE ELEVATION AS SHOWN ON COMMUNITY PANEL il�, i 9 ssEtT �o .� 17. OWNER OF RECORD: ADDRESS• p �_. - 11 KW 9� M - r \ n-r W � ' AI .� DESIGN DATA LEGEND I\ 'Q NUMBER OF BEDROOMS 3 too EXISTING CONTOURS .. `� t , iU) bl NUMBER OF PERSONS PROPOSED CONTOURS GAS LINE I, G�� IN DESIGN FLOW /10 GAL/DAY/BEDROOM EdGcT ELECTRIC/TELEPHONE LINE -- TOTAL DESIGN FLOW SRO GAL/DAY W WATER LINE . iOa ; kU. 'N 4" SOLID SCHEDULE-40 PVC PIPE 7 \ SEPTIC TANK; _��____— 4" PERFORATED SCHEDULE 40 PVC PIPE GAL. X 200% = "o GALS. DESIGN CAPACITY -- LIMITS OF OVERDIG LIMITS OF WETLANDS USE GALLON SEPTIC TANK. (MIN. SIZE PER REDS) p WELL �1ATION �IX TEST PIT LOCATION f*ol,�a V SEPTIC TANK LEACHING FIELD: a DISTRIBUTION BOX K. \ BOTTOM CAPACITY EROSION CONTROL (LENGTH) X ,�r WIDTH)= SQ.FT. ,. .. ` . .` � SQ.FT. X GAL SQ.FT.=� GAL LEACHING DAY I _ ._ .._._ """`■"-_�'.��� � ,' Lif`L� _ 1 , log j(l '1"I_I�l lr_.:;:nib Eli 1QA TOTALS: TOTAL NUMBER OF LINES Itl� TOTAL LEACHING AREA &.: SQ.FT. 10 L 3 TOTAL LEACHING CAPACITY 3 5 5" GAL. DAY_ 0 \ REV. DATE BY APP'D. DESCRIPTION APPROVED BY SEWAGE DISPOSAL SYSTEM DESIGN � PREPARED FOR � MCI' 19 1,01" 10 � a„�cH of�,,s, E ED 0 l pb RESERVED FOR BOARD OF HEALTH USE 7 \ I�`IC� ,L ''`i, , will CAM F. MADDEN cwiLF LOCATED AT yISTS O � APPROVED BY: SCALE....i � � � .. _ _.__ . oATE 15rT; ZI ,Z4va3 0 G. A. F. ENGINEERING, INC. PROFESSIONAL ENGINEERS do LAND SURVEYORS SITE PLAN 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" = 2D tom 1y. KKH cw or im No. 1 ROOF SYSTEM ENGINEERED TRUSS 24"OC,518 CDX PLYWOOD SHEATHING. / ASPHALT/FIBERGLASS ROOF SHINGLES ROOF TRUSS 1 518"FIRECODE 1 GYPSUM BOARD EACH SIDE IZ 2"X 4" SPC DETAIL A• STUD WALL 1 � 16"OC i f. - 7/i i•;� - ` -- 2„X 4..STUD WALLS 16"OC i " 2 X 6 PT SILL I 112 CDX PLYWOOD, i BOLTED TO ' WOOD OR VINYL SIDING FOUNDATION t POURED CONCRETE _ � FOUNDATION WALL 8"THICK 48"HIGH � - � -SEE DETAIL"A" f j \DETAIL POURED CONCRETE DETAIL A FOOTING 12"X 24" DOUBLE LAYER ' 518"FIRECODE GYPSUM BOARD "X 6"HOUSE WALL 2 ;__-� - _ 24DROP JIUM DR - :_ 6 MINtI' 2868 , �� • TAIL g . DE 12 5/8 FIREC DES EE R00 0 H T OCK FIRE RATED � DOOR co 5 � GARAGE - 3 , 2 4x231 o _ cq / f i - / N , ffiD D OUTLET FOR GARAGE DOOR OUTLET FOR GARAGE DOOR v Qr - '- - - - - - - - - - •--f r � _ _ _. - _ - - _ - _ _ _ - I 1 _I L 1 l I � T" ical 24 x24 2 Car Garage I 1 i Ty g . • B :Real Development Associates - For. .,;.. By:Realty P M 9070 9Q70 a _ `298 Route 130 wi - Sand ch MA 02563 5 08 888-4212 .. -Date., e. DrawingNumber. ' Scat =i .