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1655 MAIN ST./RTE 6A(W.BARN.)
1 l i Ln (n IL I 0% t t� i E� [i p1 L: 4 t: TOWN OF BARNSTABLE BUILDING PERMIT I. j PARCEL ID 196 011 GEOBASE ID 12185 ADDRESS 1655 MAIN STREET/RTE 6A ( PHONE W BARNSTABLE ZIP - , LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 73824 DESCRIPTION 3 BR.MODULAR W/ STICK BUILT GAR. AND ROOM PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: ` Regulatory Services TOTAL FEES: BOND $.00 tME i CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0BARNSTABM _F 039. A1� i RFD NIP' BUILDING DIVISIO� , BY 1"/ DATE ISSUED 12/29/2003 EXPIRATION DATE / TOWN OF BARNSTABLE ' �Fis"+ BUILDING PERMIT �. PARCEL ,ID 196 011 GEOBASE ID 12185 ADDRESS 1655 MAIN STREET/RTE 6A ( PHONE W B,ARNSTABLE ZIP = LOT BLOCK LOT SIZE DBA DEVELOPMENT ' WISTRICT' WB �ebk, t PERMIT 71013 DESCRIPTION 3 BDRM. MODULAR HOME W/AT ACHED GARAGE ' . PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: DONALD B SHULMAN "Department of ARCHITECTS: Regulatory Services TOTAL FEES: $907.33 BOND $.00' TME t CONSTRUCTION COSTS $266,880.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE * ■ARNSTABLE, RFD MP'�A BUILDING DIVISIO BY V� DATE ISSUED 08/22/2003 ,- EXPIRATION DATE U TOWN OF BARNSTABLE "'�" ' 2Jo b % ... •. 1Y ' BUILDING PERMIT PARCEL 'ID 196 01.1 GEOBASE ID 12185 ADDRESS 1655 MAIN STREET/RTE 6A ( PHONE W BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA IN, DEVELOPMENT DISTRICT WB memo 1 II ((�� PERMIT 71013 DESCRIPTION 3 BD.RM MODULAR HO E WIATTACHED GARAGE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT I CONTRACTORS: DONAL.D B SHULMAN Department of ARCHITECTS: h I Regulatory Services TOTAL FEES: $907.33 BOND $.00 CONSTRUCTION COSTS $266,880.00 I 101 SINGLE FAM HOME DETACHED 1 PRIVATE BAxxST'ABLE, MASS. 1639. BUIh I .G DIVISIO DATE ISSUED ;08/22/2003 EXPIRATION DATE Y I I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- I 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, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU FOR - ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPR VALS I 2,b FpV O e /���r�zo�� 2 , h, b 3 2, - 1 HE G INSPECTION APPROVALS ENGINEERING DEPARTMENT e � BO D O HEALTH I OTHER:V,999 �SITE PLAN RE APPROVAL Lr I i 3 ' WORK SHALL NOT PROCEED UN IL 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. I I . i t tom. 'De- il-no /'Ra �tdd y TOWN OF BARNSTABLE BUILDING PEItMITAPPLICATION n r Map 196 Parcel 11 . TO�u�r ��j� � Permit# / INS S Health Division �-4�� 103 � TABLE Date Issued 'alZV63 Conservation Division D - �' g��QZ Application Fee �� Tax Collector -aon D k — t)L '-611w/d3 8y/ � 4Permit Fee -"L S 33 Treasurer fzj30/05 G1��IS10� SEPTIC SYSTEM MUSTI3E NSTA LED IN COMPLIANCE Planning Dept. WM TRLE S Date Definitive Plan Approved by Planning Board Es"WIRONMENTAL CODE AND j(�� TOWN R ,EGULA. 0NS Historic-OKH � ri6servation/Hyannis Project Street Address 1655A Main Street � • Vill a Barnstable Owner Holly Rogers Address P O Box 161 Barnstable MA 02630 Telephone (508) 362-9488 Permit Request (bnstruct new single family dwelling (modular) 6&J rooms, existing dwelling to be burnt dawn by town fire department Square feet: 1 st floor: existing proposed 1,008 2nd floor: existing proposed 1,218 Total new 2,226* *2nd floor is unfinished space Zoning District AP Flood Plain C Groundwater Overlay Project Valuations Construction Type Modular (wood frame) Lot Size 2.0 A± Grandfathered: ❑Yes ®No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: O(Yes ❑No Basement Type: ❑Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 0 , Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new 6 First Floor Room Count 2 Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 4:1 No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes M No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ®new size 24'x24'Shed:M existing ❑new size 8'x10' Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - - Current Use—single family-- Proposed Use Single family i BUILDER INFORMATION Name Don Shulman/RDA Inc. Telephone Number (508) 888-4212 Address 298 Route 130• License# CS051170 (copy attached) Sandwich, MA 02563 Home Improvement Contractor# N/A Worker's Compensation# WC5681521 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO New Bedford Waste Systems New Bedford, NA SIGNATURE � DATE FOR OFFICIAL USE ONLY .y PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION - c I2G 0l 9-1 $Fiz FRAME j &P ,& F e r&e,,* C"heir INSULATION,`'*PeC-h®3 tq;4,C-a F 'FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGI z € FINAL ,I, , FINAL BUILDINGa Sao ' DATE CLOSED OUT. psi ASSOCIATION PLAN NOP ,.r: °FINE► The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services MASS. a t639• `0m prFD MP+6 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 / Fax: 508-790-6230 - Inspection Correction Notice Type of Inspection FghIyl`e .L'/vSP . STACK Roic 7 BAR d,Qov,y /4,8®4170_ Location AC51,7 MA:n/s 7 W-RA e.ti Permit Number 7/0/3 Owner Builder I>dA.A/D 6 Z /f)qA/ One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - Q11r1 t..���r. -r '6- L/"rraf,-R.AI C i Av;4or VP 9 e"A'P-"9 XY. TA&eT"1 V7-,o l) �d FjLl),2,*Al I�,r,, Tryn S' , f '%/ CO 17f�-e '��, n%1 iS t/f/j ra T 9 /3drvre7/line5 RA 4 0 JTH: Z'0,VA /) C130�l ✓ T ovr tiaam ?S� ,' 5r Ag/,7v NeArvw, ' 7; Pow /e e �J5rMe77/Y l3 ✓/ R Al-e/9TJ 571`9i'lZs A1117 TR IlAlve5�,e R 5 D 1y -eA -P P e . ��') R4a�rP1� s r ��' ��� l yr 5���� i R����P Rew�iZ.� I C'e ter,' F Y Lei' . Please call: 508-862-4038 for re-inspection. Inspected by 6 i /L Date G' Ale L11 oF,NE►o,ti The Town of Barnstable- BARNSTABLE. Department of Health Safety and Environmental Services MASS. P i679. �00 p�FCMP'°• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rRI91`1 e' J_,VS l' STD«' 1314 tT -"A Q RO"7 ,gRoyLa Location IY,09,'.,v w_ , ARAI Permit Number Owner Builder otiAt D MA 41 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: (10Roo 7',S CgMM'e1- 0e96/� I ,ADO Cat t A 27_1 'eS,. F/1�1 r/✓'e -e 'r O 1'e 'F e C G/Z 7g -rd S I/ /'z'0'/ Gl//'T/) f2 e no ! 5 --C^/ n.,ef�-,2.00,r J� , 5 r rI'-e/z Ala(/ `L 6, 3 FRO IU �1 � 9 O� %O T'i9 ✓SJRy STI�H'1>�hT�D /�I T,9/ X>G l' i Tci1 /2a,1Pr ,& FC. Please call: 508-862-4038 for re-inspection. Inspected by .Sic[ kle? /L Date 2G ,/F!ogg 3 OF�HE►p The Town of Barnstable BARNSTABLE, � Department of Health Safety and Environmental Services Y MASS. t63q' �0 A,Fo MAC Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ff 5 5 Permit Number :71 0 13 Owner�aat'45 Builder 0 �P -eV`e 4o One notice to remain on job site, one notice on file in Building Department. The following items need correcting: CI ) A.120 fag -r Ier---7- s,'or c-Ae4e-,r oe1os �`r�' Please call: 508-862-4038 for re-inspection. Inspected by Date Aaa Engineering& RODERT M. DE5R051ER5, P.E. a � MDesign Co., inc. Consulting Engineer 508-946-3561 Suite Four • 66 Cambridge Street Fax 508-946-1653 Middleborough, MA 02346 ' November 24, 2003 Project No. 2003-239 Mr. Bob Miguel Realty Development Associates 298 Route 130 Sandwich, MA Re: Design Review of Structural Issues at New Garage Construction at 1655 Main Street,Barnstable,MA Mr. Miguel: You asked me to review several structural items in the garage addition to the referenced residence. I understand that the Building Inspector has provided you with a list of items which require further review and/or remedial work, based upon his framing inspection. I have reviewed the list of items with you and there are several which require structural review. These Items are#3, #5, #9, and #10. The balance of the list will be addressed directly by RDA. The garage addition consists of a 24' by 22' two-car garage with unfinished space above, constructed adjacent to an existing modular frame home. J Item #3 refers to the attachment of the second floor joists to the sidewall of the existing house. The framer nailed a 2xl2 ledger against the existing sheathing and attached the wood"I"joists to the ledger with metal joist hangers. I'agree completely with the Building Inspector that simply nailing the ledger in place is not sufficient. You should install one '/2" lag bolt with an oversize washer through the 2x12 ledger into the existing house framing at each"I"joist bay. The bolts should be installed approximately 3" up from the bottom of the 2xl2. Item #5 refers to the ceiling framing in the sun room area. The framer installed a 2x6 grid at the finish ceiling elevation to support the ceiling material only. I understand that the rim joist is nailed into the studs at the perimeter, and that the joists are attached to the rim joist with joist hangers. In my view this is sufficient to support the dead load imposed by the proposed gypsum wall board ceiling. Item #9 refers to the roof framing at the sun room. The framing constructed the roof assembly from 2x6 pressure treated joists. This roof also acts as an exterior deck. I agree completely with the Building Inspector that the 2x6 joists are not adequate for the a expected loads. The roof assembly should either be removed and reconstructed utilizing 2x8 joists, or if practical, you may sister each 2x6 joist with a new 2x8 joist alongside. It is important to create a proper bearing condition at the joists ends utilizing a continuous ledger or metal joist hangers. Item #10 refers to the second floor framing at the area of the front dormer wall. The framer improperly framed the dormer. Traditionally, when the floor joists run parallel to the dormer bearing wall, the roof rafters on each side of the dormer are designed to pick up the dormer roof load. Usually a header is installed at the dormer wall to transfer the dormer roof loads to the main roof rafters on each side. This was not done. The dormer roof load and wall load not bear upon a single floor joist at the second floor framing level. I agree with the Building Inspector that this is not adequate. I recommend that you add a new structural member at the second floor level to carry the dormer loads to the sidewalls of the garage addition. You should install a continuous 1 3/4" x 16" LVL beam in the plane of dormer wall. It should be fastened to the inside face of the wall with a minimum of five (5) 16d spikes to each stud. The dormer wall and knee wall should be furred out to the finish thickness of the LVL beam. The LVL should extend to the bearing walls at each end. There should be a minimum of four 2A studs integral with the wall below each end of the beam. If this work is undertaken as specified herein, and according to good construction practice, these items will meet the structural requirements of the Massachusetts State Building Code, Sixth Edition. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. Very Truly Yours, H OF 44 Robert M. Desrosiers, P.E. E RERTI M. 70 y S -TUPA..J �M�i Elk `"E��ti� The Town of Barnstable BARNSTA LE. Department of Health Safety and Errviro MASS. o p y nmental Services Mpg' Building Division 367 Main Street,Hyannis,MA 02601 )ffice: 508-862-4038 ?ax: 508-790-6230 PLAN REVIEW Owner: 0��� /�o�pRS Map/Parcel: P Project Address: /�SS /y�►'n/ 8j9/? Builder: gL°,'91 7- y 'Dell 5.7�lw�'�'i'�y The following items were noted on reviewing: C"►-ri,ep 4OWP y /L1 Tell 1 P fl v� G i /,��R/�� � oL ,�o�/v S /�v� �Be�e w/ /Jo,�•��,e S Usi .y�, T elf. Ale SP��.rs Reviewed by: Date: M q:buildinglorms:review y � � �- � J ��, r �� ��� ��� RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 J 0 o0 Alterations/Renovations $25.00 Building Permit Amendment $25.00 I i FEE VALUE WORKSHEET NEW LIVING SPACE r► �S8'� square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) S.� square feet x$32/sq.ft.= B�� 3 2 x.0031= 15'7,14 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= (number) Deck _x$30.00= D (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Q Permit Fee 0.5 7, 33 I =� The Cor,ur,onwealrh of Jvassrrclurserls• Uji � 1�eparrntent ofLzdusu•1rr1=1ccir(euts Office of Investigations 600 1Yrisllin;ron Su"eet Boston, m(Iss. 02111 Workers' Compensation insurance Affidavit Applicant Information Please PRINT Legibly nanle: _ Holly Rogers location: Lot ##1 1655A Main Street Cif: Barnstable, MA phone#: ( 508) 362-9488 ❑I :ill a llonleow-ner performl ing all work myself. ❑1oini a sold proprietor and have no one working in any capacity Q I :t!n an cfnplOyer providing workers' compensation form),employees working on this job. Company name: Don Shulman RDA Inc d/b/a Realty Development Associates address: 298 Route 130 Cin: Sandwich phone#: ( 508 ) 888-421 2 insurance Co.: Granite State Insurance Co. policy#: WC5681521 L7JI am a sole proprietor. general conrracror or homeowner(circle one)and have hired the conn"acrors listed below who have the following wor-ers compensarion policies: company name: Don Shulman RDA Inc. d/b/a Realty Development Associates address: 298 Route 130 Cin: Sandwich phone#: ( 508) 888-421 2 instirmiceco.: Granite State Insurance Co. policy#: WC5681521 cornpanynanie: See Attached List of Contractors :address: Cic : phone#: inaflranCe CO.: policy Y#: .vnaclred addi[funal sheer if necessary F:ilurc to secure Cos"erale 3s required under Section 25A of hfGL 152 can lead to[hc imposition of criminal penalties of a fine up to$1,500.00 and/or one years' imprisonment as v:ell as civil penalties in form of a STOP WORK ORDER and a fine of S100.00 a day against me.1 understand that a copy of this statement may be fors%ardcd to the Office of lnves[i.-atlons of the DL3 for covera.ae verification. 1 do hereby certify under the pains_nd penalties of perjury that the information provided above is true and correct. Sigtlan!rc -LJQ --Dare_ Print i',Itanle Don Shulman President RDA Inc. Phone# ( 508 ) 888-421 2 o_ficial use Only do no[ in this area to be completed by city or town official arty or to�'n. ermit/license a ❑ P Building Department 2he21 if ❑ Licensing Board mimediate response is required ❑ Licensing card Office Conran person.: ❑Health Department phone ❑Other �!'c115cd 195 PJA) f 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 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 08V ECKH4834 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 Don Shulman/Realty Development Assoc _ ..ACORD_ CERTIFICATE OF PLIABILITY INSURANCE 06/2s/02DTY„ PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.Agency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 640 lyanough Road HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Route 132 Hyannis,MA 02601-1999 INSURERS AFFORDING COVERAGE INSURED INSURERA: One Beacon Insurance Group RDA Inc INSURERB: Granite State Insurance Cc Donald B.Shulman INSURER C: 298 Route 130 INSURER D: Sandwich,MA 02563 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDLI. P_NY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WEICH THIS CERTIFICATE MAY BE ISSUED 0 NLAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBIECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCI POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NST. POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OFINSUR4NCE POLICY NUMBER D TE IA M/DD/ Y D.TE(MM/1)ONYi LIMITS A GENERALLIABILITY CBLW28823 12/01/01 12/01/02 EACHWCURR3NCE $1000000 COMMERCOLOBNBR^AL LIABILITY FIRE DAMAGE(An one 5rc) 1300.000 CLAIMS MADE r^�OCCUR MBD SIFT µlny--, e—n) $5 000 PERSONAL&ADV IKIURY 11.000.000 GENERAL ACGREGATE s2,000,000 GEN'L'AGGREGATE LNIMAPPLIES PER: PRODUCTS -COMP�OPAGG s2000000 F;Zo- X POLICY I IPCT LCC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO (Eg awldent) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Pm-) S HIRED AUTOS BODILY INJURY S NON•OW NED AUTOS (Per moid-r) PROPERTY DAMAGE s (Per-o,-Lc ideril GARAGE LIABILITY AUTO ONLY-BAACCIDENT S ANYAUTO CTHERTHAN FA ACC S AUTO ONLY: AGO $ EXCESS LIABILITY EACH OCCURRENCE S OCCUR 11--_I CLAIMS MADE AGGkEGATE I S DPDUCT12LZ s R?TENT:(NN £ Y 1VC 5'rATil- OTH- B WORICERSCOMFENSATIONAND WC5681521 06/11/02 06/11/03 n v SIAPLCYEP6 LIABILITY E.i.EACH ACCIDENT $100 OOD E.L.DISIASS -RARMPLOYEE 1100,000 E.L.DISBASR -PC)i:ICY LIMIT i500000 OTHER DESCRIPTION OF OPERATIONS,LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS General Contractor/Carpentry CERTIFICATE HOLDER AD DITIONAL INSURED;INS URERLETTER: CANCELLATION SHOULD ANYOFTHEAB OVE DESCRIBED POLICIES BE CANCELLED B EPORETHEEXPIR^.TION DATETHEREOF,THEISS'UING INSURER WILLENDEAVOR TOMAILIDDAYSWRBTEN NOTICE TOTHE CERTIFICATE.HOLDER NAME D TOTH E LE IT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR L LAB ILIPY OF ANY KIND UPON THE INS URER,I TS AGENTS OR REPRESENTATIVES AUPHORIZEDDREPRESENTA lVE ^� ACORD 2.5.8(7197)1 of 2 #1061 DMW ©ACORD CORPORATION 1988 ! FROM*:S Martin FAX NO. :401 247 7513 Jan. 10 2003 08:58AM . Nl Williams Building Co.,Inc. Building Specifications & Contract 1655A Main Street,West Barnstable,ARIA. - 1 - j Name: Holly Rogers Address: 1655A Main Street, West Barnstable,MA Project address: same Phone: 568-737-9467 Plans:. 28'x36'cape,un-finished second floor, l bedroom, l bath,28' flush shed dormer on rear,24'x24'attached two car garage. A. PERMITS&ENGINEERING 1. Permits-Building permit through occupancy permits and approvals at contractor expense,allowance$1,000. 2.. Engineering All engineering work,including proposed site plan, standard septic design,topographical survey,and certified plot plan at owner's expense. 3. Plans-Engineered stamped plans by Keiser Industries are included All other plans at owner's expense. B. SITE WORK I. All clearing for house,minimum.15 feet around foundation.Excavation and backfiil for crawlspace and dust cap. 2. Driveway and front walk as per approved site plan.Finish material for drive and walk to be native stone. Septic and well are excluded except for final connections to house. 3. Conservation Commission required plantings are excluded.Installation and maintenance of the Conservation Commission required silt fence is.included. 4. All utilities up to I W from road C_ FOUNDATION AND BASEMENT FLOOR 1. Foundation-3,000 p.s.i. Poured concrete. 2. 20"x 10"keyed footings. 3. 4'x 10"full basement walls 4. Crawlspace floor: 6 nul poly moisture barrier,3"concrete dust cap with broom finish. 5. .Lolly column pads-where required. 6. Waterproofing-nla D. MASONRY 1. Front and rear step allowance$650. E. FRAME 1. Structural-kiln dried construction grade spruce,size and spacing as per plan. I,,, contractor: FROM :S Martin. FAX No. :401 247 7513 Jan. 10 2003 08:58AM P2 Williams Building Co.,Inc. Building Specifications & Contract 1655A Main Street,West Barnstable,MA.. -_2- 2. Wall studs-2x6 exterior walls, 16"on center, 2x4 interior walls, 16"on center,2x4 marriage walls, 16"on center. 3. Sub-floor-'/."tongue and groove plywood. 4. Wall Sheathing-t/:"OSB. 5. Roof sheathing- 1/2"OSB. - 6. Sill plate: 2x6 pressure treated with seal insulation between concrete wall. 7. Joist hangars:used when nccessary by code. 8. Floor joists,to be sized and noted on plans. 9. Structural girders-to be sized and noted per plans. 10. Three framed rough openings in rear shed dorm'for Vehnt FS-1 skylights. 4'x4'framed rough opening for future fireplace in right gable end. 10'44' framed rough opening to allow fur future vaulted ceiling over kitchen. 11. . Note: Budder reserves option to substitute lumber with equivalents. F. EXTERIOR 1. Siding-Clear white cedar shingles,5"to weather,un-finished. 2. Roof-Owens Coming 30 year,architectural asphalt shingles,choice of color. 3. Continuous ridge and soffit vents. 4. Exterior Trim a) Window trim lx4 primed pine. b) Comer boards: Ix6 primed pine. c) Door trim: 908 primed pine. d) Rake boards: 1 x8 primed pine. e) Rake moulding: 10 primed pine. 1) Fascia board:primed pine. g) Plancher board:primed pine with continuous vent strip. h) Frieze board: IA primed pine- i) Frieze molding- 1 '/:"bed molding. 5. Gutters and downspouts 4"seamless aluminum G. EXTERIOR DOORS AND WINDOWS 1. Windows-Paradigm solid vinyl,double hung,6 over 6 grills in the airspace, tilt clean,Low E. Grilles on front and rear elevation only,no gales on rear elevation. `�� Via.^ ,,,: , �✓ . Initi Is: .� �.: 'ti T, FROM :S Martin FAX NO. :401 247 7513 Jan. 10 2003 08:58AM P3 Williams Building Co.,Inc. Building Specifications & Contract 1655A Main Street,West Barnstable,MA. -3- 2. Therms-Tru steel insulated doors or comparable with Titan"Kwdtset"lock sets. I.Weathershield Visions 6069 solid vinyl sliding glass doors with screens.(2)Clopay 9-wide x 7' high overhead garage doors with one row of glass. FL HEATING 1. Forced hot water,natural gas.fired furnace,one zone.Lowboy design to fit in . crawlspace,sized to accommodate future finished 2ed floor. Water dan"e to the heating system caused by high water table or flood will be the sole responsibility of the homeowner. 2. Guarantee-The system is guaranteed to heat to 70 degrees F inside at 0' degrees F outside. Workmanship is guaranteed for one year from the date of installation. Parts,except when extended by manufacturer,carry a one-year guarantee. Service and labor,except for regular maintenance,will be provided free of charge for one year from the date of installation. H. PLUMBING: 1. Bathroom- a) (1)Aquaglass 5'fiberglass tub/shower,color white or bone. b) (1)Kohler Weiiworth water saver toilet with seat,color white or bone. c) (1)Kohler Pennington drop in lavatory with Kohler Coralais chrome faucet. d) (1)Mem'lat 60"Spring Valley natural oak vanity with 24"linen cabinet. 2. Kitchen sink-Delta 33x22, 8"double stainless sink with Delta single handle faucet with spray. 3. Domestic hot water-40-gallon electric hot water tank. I 4. Standard features: a) Waste and venting pipes to be schedule 40 PVC. b) 2 frost free outdoor faucets. c) All type"L"copper is to be used for feeds. d) ,All feeds are to be pitched back to shutoffs with bleeder valves in cellar. e) Air chambers shall be used at fixtures. fl Tempering valves shall be used to protect pipes when necessary. Metal plates shafl be used to protect pipes when necessary. G conu mmats:... ' aaor: �/ •. .. �.. ...RmuM'++a q!.y�l>.1.''�,o%'._:?-w..^.2',xGKiCiJYfCY�fGtllt'p .�.:.�ri'e::rG.et—�:dY'ae�--:LL..�.y.a:amYi:sM:, •,.� wi+R'�;!L^.`."4:__^-"..��^. . FROM :S Martin FAX No. :401 247 7513 Jan. 10 2003 09:59AM P4 Williams Building Co.,Inc. Building Specifications & Contract 1655A Main Street,West Barnstable,MA. -4. I. ELECTRICAL 1. Overhead service with 200 AMP panel and circuit breakers. 2. Outlets according to code(appro)&nately 1 per 12 lineal feet of wall space). 3. 2 TV and 3 telephone outlets. 4. Smoke detectors by code. 5. Venting fans in all baths. 6. Door bells- 1 front door. 7. 3-recessed lights,location T'BD. 8. Wall mounted exhaust fan in kitchen over range. L INSULATION 1. Basement ceiling-6"Kraft faced,nininnum It 19. 2. Exterior Walls-.6"RI with vapor barrier. 3. lx`floor cei7�ng-9"Kraft faced,minmi um R-30. 4. Exterior sheathing wrapped with high energy Tyvek or Typar. a) Variations-to this may apply based on Mass.Energy Code requirements. K. FLOORING 1. Vinyl-Congoleum"Medalist"limo in bath,choice of colors. 2. All other finish flooring is excluded. L. INTERIOR WALLS AND CEILINGS 1. . Walls- 1/2"drywall,taped with three coats of joint compound,smooth finish- 2. Ceilings-1/2-drywall,taped with three coats joint compound, smooth finish M_ INTERIOR FINISH 1. Six panel hollow core Masonite doors,2 yz"natural pine colonial casing, Schlage`Tlymouth"door hardware. 2. Base board-3 `/i"natural pine colonial base. N. EXTERIOR PAINTING 1. Exterior trim-all exterior pine trim to be primed only. •O. INTERIOR PAINTING 1. Interior walls and ceilings-2 coats latex flat white- 2. Interior trim-natural,no finish. 3. Interior doors-2 coats latex flat white. Ini C.�� dais. Cca�vactor: I ...r-.v....'z?:u_s:rv+.azr.:van.:,,�---,-_�..... cw•s:. .-v.t. .i ..;.+<:...5..,i....;.�,_. ..+.. . FROM :S Martin FAX NO. :401 247 7513 Jan. 10 2003 08:59AM P5 Williams Building Co.,Inc. Building Specifications & Contract 1655A Main Street,West Barnstable,M.A. P. KITCHEN CABINETS,VANITIES AND COUNTERTOPS 1. Kitchen&bath cabinets-Merrilat Sprmg Valley natural oak, individual cabinets as per plan. 2. Wilsonart#220 full wrap laminate counter tops in bath and kitchen,choice of color. 3. Bath Accessories:Towel racks,toilet paper holden,included. Q. LANDSCAPING- 1. AA landscaping by owner- R. APPLIANCES-All appliances by owner. NOTE: ALL OTHER SPECIFICATIONS ARE NOTED ON PLANS OR AS REQUIRED BY MASSACHUSETTS BUILDING CODE Items selected by owners that are not included in the specifications must be locally available.All changes and upgrades delay construction, sometimes extensively,and add costa I Initials. ' Contractor: t C Bk 1.4286 Po 179 1-72316 09-28-2001 8 03359P PAUL W. ELLIOTT and CHARLENE B. ELLIOTT of Foxborough, Norfolk County, Massachusetts for consideration of THREE HUNDRED EIGHTY THOUSAND ($380,000.00) DOLLARS grants to HOLLY L. ROGERS of 1655 Old Kings Highway, West Barnstable, Massachusetts with QUITCLAIM COVENANTS The land with the buildings thereon in West Barnstable,Barnstable County,Massachusetts, being LOT I shown on a plan entitled "Subdivision Plan of Land in West Barnstable, Mass., property of Harriet T. Loesser, Scale 1" = 40', Sept. 1960, David H. Greene - Surveyor, Hyannis, Mass." and recorded in Barnstable Registry of Deeds in Plan Book 158, Page 137. coo' Said premises are conveyed subject to easements and rights of record including those set forth v in Book 1096, Page 434, insofar as now in force and applicable. N Being the same premises conveyed to these grantors by deed of Ronald P. Jordan by deed dated October 17, 1994 and recorded with Barnstable Registry of Deeds in Book 3749, Page 810. Executed as a sealed instrument this oZ 10 day of , 2001. _C CC� C LM - ---- o BARNSTABLE RE G OF DEEDS REGIq- RY "MOBLE1 y COUNTY EXCISE TAX--------------------- PAUL W. ELLIOTT y P4 09/28/01 4:10PH 01 000000 #7877 CHARLENE B. ELLIOTT a DATE 09.28.'O1 FRI w FEE. $1299.60 a 0 a TAX $866.40 CASH S1299_60 TOTAL $866.40 CHECK $966.40 CLERK 1 -NO.024211 TIME*16:04 1111 E•1A.10TT.DHEkn*h 9.14.01 �J Bk 14286 P9180 072316 THE COMMONWEALTH OF MASSACHUSETTS pla�w ss. j"- 1k!sZX 200I Then personally appeared the above named PAUL W. ELLIOTT and CHARLENE B. ELLIOTT and acknowledged the foregoing instrument to be their free act and deed, before me, No ar E� 6ZZ�f My commission expi BARNSTABLE COU:1-: REGISTRY OF DEE:" AT��RUE COPY,ATTEST ELLIOTT.DEE%mich 9.14.01 JOHN F.MEADE,REGIS''i:T.� STABLE REGISTRY OF DEEDS i AMPDesign Engineering' ROBERT M. PE5R051ER5, .P.E. CO., inc. . Consulting Engineer 508-946-3561 Suite Four • 66 Cambridge Street Fax 50&-946-1653 Middleborough, MA 02346 December 8, 2003 Project No. 2003-239 Mr. Bob Miguel Realty Development Associates 298 Route 130 Sandwich, MA Re: Design Review of Structural Issues at New Garage Construction at 1655 Main Street,Barnstable, MA Mr. Miguel: This is written to specifically certify that one of the punch list items from the framing inspection meets the Code requirements. This review is offered because the home is a manufactured structure of modular design. In rare instances, ordinary field adjustments to the framing system are more critical in modular construction than in conventional construction. The item is the heading off of a portion of the first floor framing at the outlet for the direct vent furnace. One 2x10 floor joist was cut off and supported with a double 2x10 header, utilizing metal joists hangers on both the joist itself, and the hanger. This item was viewed in the walk-through inspection on Tuesday, December 2, 2003. In my opinion, this modification is consistent with the requirements of the Massachusetts State Building Code, Sixth Edition, and conforms to good construction practice. It does not compromise the modular construction of the home in any way, but constitutes an appropriate field change required to accommodate the mechanical systems of the home. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. OVA OF Very Truly Yours, RO ERT ,^ DE $ u' m 0 70 CTUR<a c(;1��0 ��Q► Robert M. Desrosiers, P.E. AaAPDiesIgn Engineering& ROBERT M. DE5R051ER5, P.E. Co., inc. Consulting Engineer 508-946-3561 Suite Four • 66 Cambridge Street Fax 508-946-1653 Middleborough, MA 02346 December 8, 2003 Project No. 2003-239 Mr. Bob Miguel Realty Development Associates 298 Route 130 Sandwich, MA Re: Design Review of Structural Issues at New Garage Construction at 1655 Main Street,Barnstable, MA Mr. Miguel: This is written to specifically certify that one of the punch list items from the framing inspection meets the Code requirements. This review is offered because the home is a manufactured structure of modular design. In rare instances, ordinary field adjustments to the framing system are more critical in modular construction than in conventional construction. The item is the heading off of a portion of the first floor framing at the outlet for the direct vent furnace. One 2x10 floor joist was cut off and supported with a double 2x10 header, utilizing metal joists hangers on both the joist itself, and the hanger. This item was viewed in the walk-through inspection on Tuesday, December 2, 2003. In my opinion, this modification is consistent with the requirements of the Massachusetts State Building Code, Sixth Edition, and conforms to good construction practice. It does not compromise the modular construction of the home in any way, but constitutes an appropriate field change required to accommodate the mechanical systems of the home. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. �VZH OF Very Truly Yours, ROB RT S OS G (!P • m c) 3 70 URAL Robert M. Desrosiers, P.E. f CommoriwealLi`a diaSSaC�liiSe 77] _ Manufactured Buildings Program - TnJ"Form �f d Bsa7szi"M and B=Uj"o � s�o: Parr$re:z�-i.Lm�m Manager Phone Num}•e: I Datr?ra tied (6I7):2 -329D.:xLZsion�7 CDIIimDnweaith• D:li.LSS-_i1L'S°:"'3 Hoard of BuEdino s'2 a^ulat]Dm not S �ares • I CERC BLIB—F i iauntnn I 11✓lrsse�tuse� I Ci-7BD =re` SDT ID wZ LtI►�mato-,r 1 Shall I o C D1`-'��1=�D]1DH'alo^ tL DD:ttDn Df fir•-cw.:..-1 T b . t'IfD�latiosl -xse t.....ciea.' p- 7rzmmni�lt L=ial i t�` N MC N i MA Numb- Tree fplirn.in ' O2 g asia:matioa,is b=I;t"nsmitted m tine Board of Building R�^silatiolzs Pi�se insiate the Distinct Use Snd Standards nnd\or the D:sa-mlgt:of pubic Saf",icr Iesons amours'b-�vx' Please :file nrDPLza - Moae1 and\or Serial Group t°box or give E fztrthe-eesaiation of ew tratz�xi++�ri ]v`rs unarm the s-h=lab-l'•D1l_ Be sure 1D idsltifr Number}-="•wing tD i aDDraa=iSL Lise�arpuD.) L2rsmit+oa it��,. , Duiiding plzrs for re1+i°"•and aPDrDval , Duiidin Diz^s tp.-�azrd_t I I 6 as f recpr..cart for t•o.r Teo:ira31. (retgw.•not ha s°r buiidino Puts for r-m-iew;. Please iezrir iaeliz-;% ^R siD^s an the i ICet=�eC bLt1L'12fl lZ^Sforv.' - I S P arn=;:as c r=COT'D Copy for your es ' (r°<']e►t not reDUIIeC- !.ZSe ciezrn lder.��r al Teti^.slops D%the Dla^L-_) I Vt'n°r.SCIDIIti"• g IIlaM]�5 jQ_ 'T DS25o re *� �.n°r i•-�ov, s tiia:voL : a:i� indigo mo,�� indite_ the�SPPJ �7 Ida, .o .pu s ZD ez ii Dad e(s). FsD,please \ iiii zdDn Jvl mz�-or.aL z�Pii�bie mat�as. Mom_^�SDr_c to Drew--^s d-ax .•� i 'ir si.aL n°accomaalsiec LTi an inne- wttis �iearii in�ati-i�c wiu,h aa�-are in tfe TeIItpveC ZZ1C x-hIr2:DZeC ZT�tD be TeDlaCPC ��[l� -1:thr zDDSIIDI1atC D�2tr II13L azc r?5��1:2=G)CC^D:1anzE SSZLZIIC£'rD�tT5 I Crigala]sab=:ssipn i j l✓10QITi^.�.t1On Tr:i ' I I Ca:�.l:atlDrS J✓lahua] l Cjly 57SDm:ssi n, iN1DdIaCatiDn Irsmaliaaon ManuAl i G/igIIla diaCahon I M o m: Svsieas]'rax�� Gi I I I I �� ""� , l.4oaiamb m: CrJi_-r aczde de iiec; d3=ntiDn Die-r�z-_.ialc v._ni-&ere _ :Ite ClI1C�:Z.^S'L•"..Si� $12� 111i0^12IID21 I1=S re�•lewe the above . meh'3OIleC anG at�=led L- ' -mus=6 xo-s IDUIlt1 them, to-the IpS D�ou lmpwieage"If abilities, tD t�In CDT phance wi6 the CDII_S and\ oc o "�— $n= Ie:^.uauors for the Commonwealin o; anu.ZTureL Builnul-Pram�1,25 zDr hcable /1 ' ,`Ilill%evil Late: rl N �lJAM. ,1{ WFNMRR STAFF ENO t Iv� Xi 2 i 2WE' SiCNB- n : prROt/ALzs-ni'�t E No. ,3n =^AITORY BUII T PORTION �DV-pY Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release I b Data filename: H:\Check\MECcheck\03120.cck TITLE: 03120 CITY: Barnstable STATE: Massachusetts HDD: 6137 APPROVAL LrMI T IM TO CONSTRUCTION TYPE: 1 or 2 Family. Detached FACTORY BUILT PORTICIW HEATING SYSTEM TYPE: Other(Non-Electric Resistance) _ DATE: 05/28/03 A 2 52M DATE OF PLANS: 05-1 1-03 .011111111 11 :01 PROJECT INFORMATION: Custom Cape COMPANY INFORMATION: A. - Westchester Modular Homes = STEN'3 �u� c No 131 r COMPLIANCE: Passes P1 w cHR �G Maximum UA =201 Your Home= 198 '''��nnn��`�`��e 1.'z%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energv Truss 996 38.0 0.0 �D Wall 1: Wood Frame. 16"o.c. 1019 19.0 0.0 17 Window 1: Vinyl Frame, Double Pane with Lo% -E 91 0.400 36 Door l: Solid 20 0.350 7 Door 2: Solid 40 0.160 6 Door 2: Glass SO 0.370 30 Floor 1: All-Wood Joist/Truss. Over Unconditioned Space 996 19.0 0.0 47 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 desi--ned to meet the Massachusetts Energv Code requirements in MECchec•k Version 3.3 Release I b and to complywith the mandatory requirements listed in the IMECcheck Inspection Checklist. The heatin._ load for this building. and the COOIing load if appropriate. has been determined using tile,apl)licabl. Standard Design Conditions found in the Code. The H\'AC<� �� equipment selected to heat or cool tIJ� uuilding shill be - - no than I�- _�o��of the de�sJi�_n load as specified in Sections 7SOCMRI1310 and .I:.t"L('o Builder Designer .� Date _ -2 :PPC,0VtoPA'iv VAL �n Y 6UM rURT�_0 ............ I y1 Jgfl 5 / NEg IIyFSTER H Ul1 A 9 f CAPE Zx19 111LS DWG, PIIE�ANEO FRUH COIICULM j U"gAUS 6 UJ fEJS IS 1��x8.SPF"' /2 T�2x4 SPF SF' � fX4 13 nEM-Fin Ix4 /3 51'F On BEiTEn CONI11nIU115 I•nrEnnl BOi CIIOnD 2x10 SPF IS) l2 :B2 2X8 SPF IS) I3 �l On ACI11a TO BE �n11ALLY SPACED, AiTACII W1111 121 nd NAILS. WEDS 2x4 SPF(SI 13 2 BnAC111G MATEnIAL To BE SUPPLIED AND AiTACfIEiI Al n0111 ENDS fro Lt Wedge 2x8 SPF S /2::Rt Wedge 2x0 SPF IS) 02: �� TO A SUITABLE surponT BY EnECT10ll CONTRAC10n. UO I101 tJ1 WALK 01I BnACIiIG On USE IT TO SUPPOnt LOADS OF MY KIND V 110tE: CONTACT ALPINE ENGINEEneo PnoouCls FOn I'ilurEn IMULOX (�� IE.G. s1onAGF:. mrrm Attnn cnntaurur Frr..l . j NAiL PLATE 512E Alto NAIL OUANTITY. ALiFnNAir. CUTAPrn1FIJT I� 101 ASSEMBLIES TIE. KNEEWALL, NA1LEn5. F1C.). MIT FIELU .. PnovinE FIELD Ca1tlt@6T1(1NS FOR 479 I.B. LOAD IN ALL On CniPIECTIDNS SHALL BE DESIGNED BY 111E OUTLUIIIG OESi IjEn OInECTIDNS At I - END OF WEB. nECOf01ENDEp COi ECiMN: N MID SUPPI-mb BY OTHEnS, PnUPEnLY DESIGNED TnULOX NAIL PLATE OR BETTER. LENG111 OF W KNEEWALL ItAY BE MODIFIED Al END TO ACCOHHOUATE 11011E WARNING!II FAILURE TO PnovinE PROPER FIELD CONNECTIONS MAY IIA1111FACTUnEn'S FIELD CONNECTION DETAIL. RESULT IN INADEOUAVE STRUCTURAL PEnranMANCE. (C) Pn0VIDE FIELD CONiIECTION FOn 302 LB. LOAD IN ALI. UtnECTIONS AT EACH ENO OF PEAK RAFiERS. nECOMNENDErl nECo1111ENDED CAMBEn 1/4' AT NIOSPAN BETWEEII DFAI1111GS. COHiIECttoll: PnaPERLY DESIGNED TRULOX NAIL PLATE nn EOUAL. Inl Pnuv1OE FIELU C0141ECTIOIIS FOn 552 LB. LOAD 111 ALL inUSSES TO BE SPACED AT 16.0' O/C. MnxHllR/• UInECtIU11S AT EACII ENO OF COLLAR TIE. RECOHMENUED CONNECTION: rnaPEnLY DESIGNED iRULOX NAIL PLATE On EQUAL. llfiS AMC TRUSS DESIGNED t0 SUPPORT ADDITiUNAI. LUAU Or (E) PnuvIUE FIELD CUiRIECTION Fan 693 LB. LOAD BETWEEN SOTTO11 30.00 PSF LIVE LOAD AND 0.00 PSF DEAD LOAD ON nnilall C110nn CltonDS Al 1,10111AGE WALL. RECOMMENDED CONNECTiON: ALP114E FnON OS-04-00' 10 22-04-00'. i111S SAME SECTInH SUrpoll1S s1nAl' TIE, nTPGA024F On EQUAL. 5.00 P5r DEAD LOAD ALONG TOP MOOD DUE To CEILNIG LOAD IFI NU GAP At IIIIIGEU CUiRIECTIO11, PROVIDE A HIN11111l OF 2- WOAD AI4U 5.00 F'SF ALONG ME KNEE WALLS. l0 Wa0O CONTACT WIZEN 111NGEU SECTION IS nAiSED. 111I5 T1111SS IS UESIGIIEn TO BEAR AT SPECIFIC LOCATIOIIS. PAOTICIILAn CARE iS ADVISED DURING INSTALLATION to EmunE 1iIAT MIS Tnuss 14 EnECTED PnOPEnLY. (C) 13 13 IN (A) ICi zBI1PMn-te UIo gaol o m lel 2o11Pli It-ID No gap) W4x121AII jRl JE► W4XI2(Atl W4X5(A1)0 'o—(F) ✓ a L -q-T --.--A IFI_��W4x5 IA II = 5' n" - --------- 17 ' --� n" �2,2��o�e load r.o1 REV. 8-20-98 14957 WR -� `"— --- 2 7 '9" `I 0 nvEn 3 sUPPon1s My .0 � ►ILR REV. 12-15-97 -U n-125f1 W 3'B P-6961 W-6° it-12501 W-3'B 2638-14078 0� "S O F A-VELIGN P� 11 OF Mq. t'P ATE Y 'cif�l•95 N T) U1111"=TPI OTY = 33 TOTAL = o�'�� S L. qcs EV�.ti113. 1b3 SCALE =0 125Q ALPIUE E1Ir.InEEOEO Pn000C19. Illt. tNBS[9 PEOU❑tE Ext IE C �..5 �Vt� Ippi��l� .75 PSF REF 2638--57363 p A II E) T AFI T H W snal not BE nESPOnS1eLE FOn A1tY y L4 G a ARNiNG uI namnlllc, e fi OEV It N InI9 0E91 c11 On IIIE9E 9PECIfIGtf0U9, OR Al1Y OMC1110. SEE IIIB-91 OY IPI. 9 1.. o t� —� cm' 1, ti TL 10 .0 PSF OAiE 05/00/81 r. 19 ULO ❑1E Inj,s In CO'ITOIn1ANCE 411" IPI. rOn AOOItI0n/1. SPECIAL rEnwil nACI11G a.32U10 O d T R�. ALP 1 �r0r •TORS At2 uIUE Or 20W Gov. 9fEE1. WEElilni A9111 oUtnEIIEI119 UrnE94 OnIEnN1SC umtcufn. n ! OL O O PSF QT1WG 967.843 f� O ^, CO A67] 0 T7 E .EPt IS towty Arr1 Y [Ornn.Ct0n9 t0 EACH fAce OF CttOPO Slnll TIE I.AIEIIAI.1-Y fin ICED will PI '�7 'T^ 4O — O �. p Inu59 Ito nr f:99 nluFnwl SE Lnr.ufn nu nq9 OE9 tGN, P0911IOH LY AIIACIIEU In,lYWo00 911EA lII nG. Wonw '�,�. "'ISTEn ���� LL 0 . 0 PSF —E1`IC7 WL11 Cr) — �F,/- COME tons CII On-wilml ITO. 19oc tool-F. OC910119IOInAn09 wim PnnPEnl•r AtimiEO Form,CE it.In �T/oNnL f-` Ui.LL 53.75• PSF 1 p COr60 1 N/A PL ICAOIE rnOV IS 10"9 Or ln9 C tPl. AN EnO M1EEn'9 ALPInE tEl'UnI CAI ilI'OAtE /7/1/9 tl r0l �t�I'fn I`�Y--F1 9CA1, rl UII nnlwlnG AI'ry_IC9 10 IIIE COUI'OnENi DEPICTED IIEnE lnrNAI L sort IC.IttOrl. FUm11911 A f.OPY Or' In19 ouR.r-nc OJ•• '0_/l.. 1`1n^ '- - W AI 911ALL TIN BE n1liE0 ll'Url IN AIIY 0111CA WAY, DESIGN In lI -� 17 =1 p - L uws9 EnECllan CO_o=cn. 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P°(I. cl.. .. n 'i�lu :'.tf,.lain '^ I •` .i1 F_ �.lf\�/ __— .__—._. — ..;. ti •� 1 J Heat Loss Calculations 031.20.xis 7/17/03 - 2 :18 .PM- Column A Column B Column C Column D Column E Column F Column G Column H F P LIV RM NOOK KIT PANTRY HP.'LL GBATH BDRM 3 HBATH Height A A 8 B 8 B 8 B 8 B 8 B 8 B 8 B 8 B Length C G 17 T 10 T 14 . 7 T 10 T 7 .4 T 10 T 9 . 7 T T Width T E 13 . 1 U 13 . 1 U 13 . 1 U 4 . 5 U 13 . 2 U 8 .2 U 13 . 1 U U Length Exposed Wall O N 30. 1 H 10 H 27.8 H 0 H 17 .4 H 10 H 22 . 8 H 0 H Wdw & Dr Area -Glass R O 39 32 17 10 . 5 10. 5 53 Wall Constr Uo 4 . 50 1 241 1085 80 360 222 999 0 0 59 266 80 360 1.82 819 0 0 Type of Glass Ug 22 . 50 1 39 878 32 720 17 383 0 0 lb. 5 236 10. 5 236 53 1.193 0 0 Ceiling Constr Uo 2 . 34 2 223 522 131 307 193 452 45 105 98 229 82 192 127 297 0 0 Floor Constr Uo 4 . 23 2 223 943 131 554 193 816 45 190 98 415 82 347 1.27 537 0 0 Door Opening 5 . 94 1 20 119 40 238 20 119 0 0 0 40 238 0 One Wall (W/Glass) 1. 08 3 0 1048 1132 0 0 0 781. 843 656 708 0 0 0 Two Walls 1.62 3 1782 2887 0 1539k 2493 0 0 0 1017 1648 0 0 Three Walls or Foyer 2 . 16 3 0 0 0 0 0 0 0 0 0 Total BTUH 6434 3311 5262 295 1989 1843 4732 0 Column I Column J Column K Column L Room Name F P MSTR BR BDRM 2 BDRM 3 BDRM 4 BTUH BTUH BTUH Watts Watt Watts Height A A 8 B 8 B 8 B 8 B Cal . Actual Lgth Used Actual Lgth Used Length C G T T T ' T A 7077 12 7440 2075 9 2250 Width T Z U U U U B 3642 6 3720 1068 5 1250 Length Exposed Wall O N 0 H 0 H 0 H 0 H C 5788 10 6200 1697 7 1.750 Wdw & Dr Glass Area R O D 325 1 620 95 1. 250 Wall Constr Uo 4 . 50 1 0 0 0 0 0 0 0 0 E 2186 4 2480 642 3 750 Type of Glass Ug 22 . 50 1 0 0 0 0 0 0 0 0 F 2027 4 2480 594 3 750 Ceiling Constr Uo 2 .34 2 0 0 0 0 0 0 0 0 G 5205 9 5580 1526 7 1750 , Floor Constr Uo 4 .23 2 0 0 0 0 0 0 0 0 11 0 1 620 0 1 250 Door Opening 5. 94 1 0 0 0 0 I 0 1 620 0 1 250 One Wall (W/Glass) 1. 08 3 0 0 0 0 0. 0 0 0 J 0 1 620 0 1 250 Two Walls 1.62 3 0 0 0 0 01 0 0 0 41" 0 1 620 0 1 250 Three Walls or Foyer 2 . 16 3 0 0 0 0 0 0 0 0 I, 0 1 620 0 1 250 Total BTUH 0 0 .0 0 TL, BTU 26252 51 31620 7697 40 10000 < I APPROVAL. LIMITED TO FACTORY BUILT PORTIO!✓I JUL 2 5 2003 111111111 f it�����', APPROVED �w of 9 PPS CORP A. JUL 2 2 2003 - ` STENBER = No.41 1APPROVAL. LIMITED TO FACTORY BUILT PORTION TONAL V tooloff 4 Commonwealth of Massachusetts Board of Building Regulations and Standards Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only' Date Received Z03 Label Numbers Issued: Fee Received $ 100 , Q O 85 93 8 8 S ' / 3 9 Check Number O Date Issued: Issued by: This Section to be Completed by Manufacturer-PLEASE PRINT OR TYP SECTION 1 -MANUFACTURER INFORMATION BBRS\DPS I.D.# Mary:factu-er Name Westchester Modular H--mles., In .1AC# 116 Street 30 Reagans Mill Road City/State/Zip Wingdale, NY 12594 Manufacturer Telephone Number: ( 845) 832-9400 Fax Number: (845 ) 832-6698 Manufacturer-Plant Inspector George Fischer Third Party Agency PFS Corp. TPIA# 02 Number of Labels Total Amount Attached $�oQ Manufacturer's Serial Manufacturer's Model C Number 0,312,0 Zv Designation C �r SECTION 2- LOCATION OF BUILDING Street City/State/Zip /e O SECTION 3-BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer j Street 9 90 City/State/Zip �,�IG I /Nz Qa �� Certified Installer Z hood ZGC— Licensed Construction License Number: Supervisor �� � �, Syt�,l hrL�,� Expiration Date: This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This request shall be forwarded to the State Board of Building Regulations and Standards- CERC Building, Paul A.Dever School-1380 Bay Street,Taunton,MA 02780 Bbrs\Forms2\zhfgLabe1Request June 15,2001 FLOOR SYSTEM • Low maintenance solid vinyl siding KITCHEN ELECTRICAL/PLUMBING • 2 x 10 floor joist 16" on center as with lifetime non-prorated transferable re 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 • 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. . Ground fault protected receptacles groove plywood sturdi-floor glued • 5/12 Roof Pitch with class A .All kitchen designs incorporate lazy provided in kitchen, bath and exterior and fastened. fiberglass/asphalt self sealing shingles susan an and led wall cabinets. locations as required b code. • Wall to wall carpet with 1/2" foam with 25 year warranty and aluminum g q Y pad and tack strip. Shipped for drip edge. • Self edge high pressure laminate counter • Smoke detector/alarm system with • R-38 Ceilin insulation. top with 4 backsplash. built-in battery back up provided as field installation. g • Double bowl stainless steel sink with required by code. • Solid wood bridging installed at • Low maintenance ventilating soffit and single lever faucet and pull-out spray. • Lighting fixtures provided at kitchen, center spans. facia system. • Ill length attic ridge-ventilating system. • Lighted ventless range hood. Wig, bath,walk in closet, hall, entry i g g Y 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 " Plumbing and Mechanical code as well as plywood sheathing,exposure#1, finish on walls and ceilings. top with 4 backsplash and china basin. 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 Performance insulating glass, interior doors painted white with • Bath fanlight combination required by local code or authority removable grilles and full screens. triple hinges. having jurisdiction prior to order • Vinyl clad wood framed sliding glass • Elongated vitreous china water closet. placement to assure compliance. • s are wood cased. . patio door with tempered double glass. All interior op • 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. . All shower valves incorporate anti-scald • Insulated steel exterior doors with wood frame and adjustable oak threshold. . pre-finished ventilated closet shelving. single lever valuing. �dersen /"*b.• n ® Featuring Andersen® Tdt-Wash Windows 30 Reagans Mill Rd. •Wingdale,New York 12594 (800 832-3888 . 914) 832-9400 ESTCHEST®i OII�ULAR O�,INCINC ) ( www.westchester-modular.com 1 � tlf2P/ d W 1 THOMAS GATZUNIS �y JANE SWIFT �rtP/ Azee/- RoO!!' -isov Chairman KENTARO TSUTSUMI Governor �/}� �2't�8 Vice Chairman JAMES JAJ THOMAS L.ROGERS Secretaryy eJD TEL: (617) 727-7532 FAX: (617)227-1754 Administrator April 30, 2002 Westchester Modular Homes, Inc. 30 Reagan's Mill Road Wingdale,NY 12594 RE: RE-CERTIFICATION IN THE MASSACHUSETTS MANUFACTURED BUILDINGS PROGRAM MC#116 To Whom It May Concern: This letter is to confirm..your..re-certification.in the Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings has been approved for the period May 1,2002 through April 30,2003. This approval is contingent upon compliance with all previously listed conditions of your approval and compliance with the provisions of 780 CMR the Massachusetts State Building Code 6`h Edition,the Electrical Code and Fuel/Gas Code. Sincerely, 1__-S TE BOARD OF BUILDING REGULATIONS AND STANDARDS Thomas L. Rogers Administrator cc: Eaijnexs of,.P.lumbrs and Gas:Fiters MA. Board of Examiners of Electricians` This correspondence has been issued from the Board of Building Regulations and Standards Taunton district office: 1380 Bay Street, P.O. Box 871, Taunton, MA 02780 L/ T PFS PFS Corporation 2402 DANIELS STREET MADISON, WISCONSIN 53718 TELEPHONE: (608) 221-3361 FAX: (608) 221-2084 BUILDING SYSTEM ACCEPTANCE REPORT NO. 99,E=5779 1. TYPE OF ACCEPTANCE Date of Acceptance Janua y 19, 1999 Expiration Date _January 19, 2001 Original Acceptance Report No. 86-579 Mill No. NIA 2. IDE14TIFICATION Manufacturer Westchester Modular Homes, Inc. Teleploor_e No. 914-832-9=-00 Address 30 Reacrans Mill Road - Winadale: New York 12594 r _ Inspection Agency PFS Corporation - 401 South Market Street - Bloomsburg, PP_ 17815 _ 3 . DOCUMENTS SUBMITTED System Plans (Date Stamped 3/24/88 _..) (� Description Systems Drawings Sheets 1 thru i6 I Calculations (Date Stamped 3/30/94 ) t ! Calculation Manual Sections 1 thru 12 Quality Assurance Manual (Date Stamped 6/21/96 Ouality Assurance Manual Section 1 thru _ 14 f f4. DESCRIPTION OF MANUFACTURED BUILDING OR PANELIZED SYSTEM I A. Occupancy: X One & Two Family Detached X Other (Specify) Multi- family--B. Type of construction (Classification) Light wood frame - Combustible _ C. Type of Systems Factory built dwelling consisting of 20' to 28 ' wide modules ! (nominal) in lengths of 24 ' through 60' (nominal) in ranches, raised ranches, capes, two-story, split levels, tees, ells and duplexes. _ f + t i 5. APPLICABLE CODES OR STANDARDS See attached State Code Building Sheet Approved in PP. NJ NY CT NH VT MA ME-and.-IBC. j + 6. LIMITATIONS OF ACCEPTANCE (If Any) Euilding System Acceptance Report based upon 1 I - { I review of documents submitted (Section 3 of application) . Plans for each individual i unit will be submitted for review and acceptance prior to construction. Ail site t `+ work shall be inspected by the local building official. I ! This is a Building System Acceptance Only. For manufactured buildings to be certified, an .accepted concurrent QA Program is also required. hI PFS Co oral n( IManufacturerl Reviewed by: Accept d by: /Z Richard L. Wenner, P.E- James A. Rothman, P.E. Name Vice President Sr. Vice President-Qr Title Date Si ned APR 2 2I Date Si ed �—�% Date Signed 5/c3 9 4/16/99 bl I 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 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/l/9a .r s` OIkRD ' OF BUILDING REGULA riottS L4' -Icense: CONSTRUCTION SUPERVISOR Nurnbet: CS r5 C 0 i 17 K Birihda fe: 09/10/i 952 Expires: 09/10/2004 Tr. no: 2583 R.estricied: 00 DONALD B SHULMAN 298 ROUTE 130 SANDVVICH; MA 02563 Adttiuttsiralor Affidavit of Substantial Financial Interest I, .�a(�, �1. �1 ��n of i�I� �Ar , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Mapes, Parcel �. The address of the property is /6 Sf"'VW) S) t0 F^a's�[t, 2. 1 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 /� z9 0- , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is 'identified in paragraph 1 above: Name Address Al 4. Within the last twelve months, from today's date, which is I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted.-4;;-�—building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted-0--truilding permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submittediL,4-zoilding permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received-0-building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisa day of , 2091� 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT 12/05/2003 16:45 15089463571 RDA LAKEVILLE PAGE 01 R.D.A. Incc Mod4salAwce%aw 298 Rote 130 Route 44 Sandwich,MA 02563 Lakeville,MA 02347 (508)888.6244 Fax: 888-421 1 (508)946-3572 Fax;946-3571 RADA Real Estate, Inc. FAX TRANSNVHTTAL, SHEET RETURN FAX NUMBER (508) 946-3571 Date: / a - S- 0.3 l~axNumber: g0$ 2 90 _ 60230 From..Bob Miquel No. of Pages: (Including Cover Page) If any problems receiving this fax,Please call (508) 946-3572 MESSAGE i115, 0 C.A. S 1 \ n S 5" l� c 14 1Grre*,eA noLte To offs C �� 4 I tAo 4M 02 A T a sSeO W116O& Ne 52 'e ,AOY?eO C o oO AAvP Curt'orw�,,ctltMor�u7.a�-�an� • Lca�r>4�L�eve7opmestit WeirSXW www.RDAmodulmtomes.com 0 er-wwLW . RDA@RDAmodulubomes.com 12/05/2003 16:45 15089463571 RDA LAKEVILLE PAGE 02 a Engineering& ROBERT M. DESKOSIERS, P.E. Co„ Inc. Consulting Englneer SUIt:e Four • 66 (,Amnrielgr. 5 508-946-3561trert. Fox 508-946-1�OrJ3 Middleborough, MA 0234E December 4, 2003 Project No. 2003,239 Mr, Bob Miguel Realty Development Associates 298 Route 130 Sandwich, MA Re: Design Review of Structural Issues at New Garage Construction at S 8 16551Nain Street, Barnstable, KA • Mr. Miguel: You asked me to review several structural items in the modular home and site-built garage at the referenced location. 1 understand that the Building inspector has provided you with a Iist of items, dated November 26, which require further review and/or remedial work, based upon his final framing inspection. On Tuesday, December 2.2003, 1 visited the site in order to review the list of items with you, and to inspect some which require structural review. Most of these items constitute ordinary punch list,items including additional studs at outside comers,joist hangers on headers, sealing openings at door frames, ensuring proper bearing for joists. These items appeared to have been properly addressed at the time of the inspection. The two primary issues requiring further engineering review are the support of the sun deck framing system, and the end condition of the roof rafters at the ridge, The sun deck consists of a pressure treated wood frame with attached guardrail system constructed above a rubber roof membrane. The deck joists frame out from the main garage wall over the sunroom to the rim joist at the bearing wall line. The rim joist is supported at'short intervals by the 4x4 posts which comprise the guard rail system. These posts bear directly`upon the membrane roof on the plywood substrate.This fully supported by solid wood blocking in the ceiling joist bay below. The solid blocking transfers the post load directly to the top plate of the exterior bearing wall, providing a clear and adequate load path for the deck framing. Some of the 2x 10 rafters framing into the 202 garage ridge were out slightly short of the mark. They were properly aligned by the addition of thin wood filter blocks between the rafter and the ridge itself. The rafters were through-nailed through the filler block.This is 7M ';r)t1r4 �a•�i«�:�3P�I�?tJ:� h�7 1'g9191`6809 OP 430 9661 I(IM) I 12/05/2003 16:45 15089463571 RDA LAKEVILLE PAGE 03 not a very unusual condition, but it should be remedially addressed, as it could potentially create a slip point when the roof Is fully loaded. I recommend that on individual rafters, where there is clearance, you add a metal slope hanger to the rafter. This is a product that is readily available from Simpson Strong Tie Co. On those rafters where there is not sufficient clearance for a metal hanger, t recommend that you install a 2x6 collar tie fastened between aligned rafters, immediately below the ridge beam. This will have the same effect of locking the rafters against the potential of slipping relative to the ridge. If these items are addressed as specified herein, and according to good construction practice, they will satisfy the structural requirements of the Massachusetts State Building Code, Sixth Edition. if you have any questions regarding this report,or if you require additional information, please do not hesitate to call. Very Truly Yours, Robert M. Desrosier E.E, �tM OF s tt?RS l i 0 . 3911d S66t/T("/60 VILLAGE NAME f10 B ADDRESS INSPEG"i'ION . �' T'�'C T-0 PHONE cope NOTES and".0 1 NOV-19-2Oe3 01 :08 PM RDA,SANDWICH 5088884211 P. 01 fVICe MOdeLSaleaCe*Aftr 298 Route 130 Route 44 Sandwich,MA 02563 Lakeville,MA 02347 (5081888-4212 Fax:888 421 1 (508)946-3572 Fax:946-1371 REALTY DEVELOPMENT A S S O C I A T E S F 4X TRANSMITTAL SHEET RETURN FAX NjIMBER fflO) 880-4211 Fw:Number: 508-790-6230 Date: November 19, 2003 D`CJ. RE To: Bill Kelly '9Al,� L � Oate' �„d► 7 From: Bob Miguel Re: Rogers Residence, 1655-A Main Street, West Barnstable, MA No. of Pages: 3 (Including Cover Page) If any problems receiving this fax, Please call (508) 888-4212 Mr. Kelly, Please find the attached drawings concerning the cross sections and I details for the garage that was built for the above referenced residence. If you have any questions,please do not hesitate to contact our office. Thank you! _ I Cu trnv$te,tlt Mo �ou� �fowt • Laa1&Dew-4opwle it Web•SA/. wwwADAmodularhomes.com 0 e-ww.,iu RDA@RDAmodularhomes.com NOV-19-2003 01 :09 PM RDA, SANDWICH 5088884221 P. 03 :': :....._...... ... . i .... .. �i Ail r �i� I Y,:�':.:•..._.....:...::..:..:�.:..::..:...:.:: � Il---•- ._..._....:::it off IF:_::::._.._..._. _....................._............... ~ i(.._............_._.._...._......._..I i � � ............... ... .. .. .. rn 17 :.+,...•�w�am,uvmc�z::::_.__:.:�',I ' ..: ..:..:............ -.....�7..s'AiiLii'lY'7"' iII f _.................... ......_.. :�i ::. , O I , i Ir..• i �il r �i , i �� .I ,i...-..=-ai "-::� lip;.'��:.���_=-:= :-:::.•.:_':-.�:�:. i�; I � 1 DRAWN By 4.J.Vp,TN ! 1NUILIJGN iI uSE GROUP R(Cwwh.SAUS CON5U`AN O , . 1 CUSTOM CAPE F 190 WEIf1CHi:tlTER}A( UTAR I SANDWICH MA i R4 I ,t•IgM�;.tl,INC' ...- !t-,AMFDYJNER'--•-• -- .•C)ONRT TvvK� GARAGE WALL MAIE:i !>alyE ! 04A709 1W DARNbI'I'AEilt:,ntAl RCX:F.. WOOD DETAIL RS i FRAME Qa/17lDJ ! � I ��......-. , .......-.. ..._.... . ..._. ........ .. .... ........._. -_.._.....:.:.:.-.. .....__. _ .�:�:,=_-:��� _ ....._....__........ .._.._...__........................._........._....... ..-........ ........... l vtv"`�ls j3o� 11/04/03 TOWN OF B PERMITS COMPLE SELETION CRITERIA: permit.permit_type matches IS* and permit.dat PER MIT# ISSUED PARCEL TYPE WORK 72430 10/22/03 210 100 101 SINGLE FAM HOME DET 72119 10/08/03 058 013 002 101 SINGLE FAM HOME DET 72440 10/22/03 000 000 283 101 SINGLE FAM HOME DETA 72105 10/08/03 095 021 101 SINGLE FAM HOME DETA 72118 10/08/03 130 033 101 SINGLE FAM HOME DETA 72422 10/21/03 000 000 163 101 SINGLE FAM HOME DETA 72058 10/06/03 162 017 324 PROF, BANKS, OFFICE 72059 10/06/03 162 017 324 PROF, BANKS, OFFICE 72060 10/06/03 162 017 324 PROF, BANKS, OFFICE 72061 10/06/03 162 017 324 PROF, BANKS, OFFICE 72289 10/16/03 298 037 328 OTHER NONRESIDENTIAL 72652 10/30/03 333 030 328 OTHER NONRESIDENTIAL 72074 10/07/03 190 146 328 OTHER NONRESIDENTIAL 72155 10/09/03 207 132 328 OTHER NONRESIDENTIAL 72180 10/09/03 209 031 328 OTHER NONRESIDENTIAL 72563 10/27/03 171 053 328 OTHER NONRESIDENTIAL 72647 10/30/03 233 059 328 OTHER NONRESIDENTIAL 72035 10/03/03 034 057 328 OTHER NONRESIDENTIAL 72038 10/03/03 034 004 328 OTHER NONRESIDENTIAL 72049 10/06/03 036 038 328 OTHER NONRESIDENTIAL 72077 10/07/03 021 100 328 OTHER NONRESIDENTIAL 72078 10/07/03 024 104 328 OTHER NONRESIDENTIAL 72009 10/02/03 250 115 328 OTHER NONRESIDENTIAL 72012 10/02/03 292 110 328 OTHER NONRESIDENTIAL 72198 10/10/03 306 261 328 OTHER NONRESIDENTIAL 72224 10/14/03 289 004 328 OTHER NONRESIDENTIAL 72651 10/30/03 268 014 328 OTHER NONRESIDENTIAL 72027 10/03/03 044 017 001 328 OTHER NONRESIDENTIAL :r ' a Engineering 8 ROBERT M. OEM51ER5, P.E. 1 Design Co., inc. GonSulting Engineer 508-946-3561 Suite Four - 66 Cambridge Street Fax 50&-946-1653 Middleborough, MA 02346 November 24, 2003 Project No. 2003-239 Mr. Bob Miguel Realty Development Associates 298 Route 130 Sandwich, MA Re: Design Review of Structural Issues at New Garage Construction at 1655 Main Street,Barnstable, MA Mr. Miguel: You asked me to review several structural items in the garage addition to the referenced residence. I understand that the Building Inspector has provided you with a list of items which require further review and/or remedial work, based upon his framing inspection. I have reviewed the list of items with you and there are several which require structural review. These Items are#3, #5, #9, and#10. The balance of the list will be addressed directly by RDA. The garage addition consists of a 24' by 22' two-car garage with unfinished space above, constructed adjacent to an existing modular frame home. Item #3 refers to the attachment of the second floor joists to the sidewall of the existing house. The framer nailed a 2x12 ledger against the existing sheathing and.attached the wood"I"joists to the ledger with metal joist hangers. I agree completely with the Building Inspector that simply nailing the ledger in place is not sufficient. You should install one '/2" lag bolt with an oversize washer through the 2xl2 ledger into the existing house framing at each"I"joist bay. The bolts should be installed approximately 3" up from the bottom of the 2x12. Item #5 refers to the ceiling framing in the sun room area. The framer installed a 2x6 grid at the finish ceiling elevation to support the ceiling material only. I understand that the rim joist is.nailed into the studs at the perimeter, and that the joists are attached to the rim joist with joist hangers. In my view this is sufficient to support the dead load imposed by the proposed gypsum wall board ceiling. Item #9 refers to the roof framing at the sun room. The framing constructed the roof assembly from 2x6 pressure treated joists. This roof also acts as an exterior deck. I agree completely with the Building Inspector that the 2x6 joists are not adequate for the l expected loads. The roof assembly should either be removed and reconstructed utilizing 2x8 joists, or if practical, you may sister each 2x6 joist with a new 2x8 joist alongside. It is important to create a proper bearing condition at the joists ends utilizing a continuous ledger or metal joist hangers. Item #10 refers to the second floor framing at the area of the front dormer wall. The framer improperly framed the dormer. Traditionally, when the floor joists run parallel to the dormer bearing wall, the roof rafters on each side of the dormer are designed to pick up the dormer roof load. Usually a header is installed at the dormer wall to transfer the dormer roof loads to the main roof rafters on each side. This was not done. The dormer roof load and wall load not bear upon a single floor joist at the second floor framing level. I agree with the Building Inspector that this is not adequate. I recommend that you add a new structural member at the second floor level to carry the dormer loads to the sidewalls of the garage addition. You should install a continuous 1 3/4" x 16" LVL beam in the plane of dormer wall. It should be fastened to the inside face of the wall with a minimum of five (5) 16d spikes to each stud. The dormer wall and knee wall should be furred out to the finish thickness of the LVL beam. The LVL should extend to the bearing walls at each end. There should be a minimum of four 2x4 studs integral with the wall below each end of the beam. If this work is undertaken as specified herein, and according to good construction practice, these items will meet the structural requirements of the Massachusetts State Building Code, Sixth Edition. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. Very Truly Yours, OF Robert M. Desrosiers, P.E. Mqp BE G D R S 770 cry CTUR.AL A EGISTERF���`�' MAL Town of Barnstable Regulatory Services 9$" '� Thomas F.Geiler,Director 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 I, Holly Rogers , as Owner of the subject property hereby authorize Don Shulman/RDA Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) 5 1695 Main Street ,Barnstable, Mass Signature .coOvmer to Holly Rogers Print Name i Property Location: 1655 MAIN ST./RTE 6A(W-BARN.) MAP ID: 196/011/// Vision ID: 14186 Other ID: Bldg#: 1 Card 1 of 2 Print Date:08/18/2003 12:47 CURRENT OWNER TOPO. UTILITIES STRTIROAD LOCATION CURRENTASSESSMENT OGERS,HOLLY L 1 evel as 1 aved Description Code A raised Value Assessed Value ell S LAND 1090 74,000 74,000 801 655 MAIN ST SIDNTL 1090 73,500 73,500 BARNSTABLE,MA 02668 eptic SIDNTL 1090 29000 2,000 Barnstable 2003,MA SUPPLEMENTAL DATA Additional Owners: ccount# 121852 Plan Ref. 158/137 Tax Dist. 500 Land Ct# er.Prop. UP FY03 #SR Life Estate VISION DL 1 LOT 1 Notes: DL 2 GIS ID: 14186 Totali 149,5001 1499500 RECORD OF OWNERSHIP BK-VOI/PAGE SALE DATE qlu vfi SALE PRICE V.C. PREVIOUS ASSESSMENTS HISTORY OGERS,HOLLY L 14286/179 09/28/2001 Q I 380,000 00 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value LLIOTT,PAUL W&CHARLENE 9407/318 10/15/1994 Q I 115,000 00 2002 1090 74,000 2001 1090 74,000 000 1090 38,900 ORDAN,RONALD P 8851/056 10/15/1993 Q I 91,400 00 2002 1090 73,500 001 1090 73,500 000 1090 61,400 ORDAN,DOROTHY E ET ALS P0827E1 07/15/1992 U I 1 IA 2002 1090 2,000 001 1090 2,000 000 1090 100 OESSER,HARRIET T 702/155 Q 0 Total: 149,500 Total: 149,506 Total: 100,400 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year TvpelDescripfion Amount Code Description Number Amount Comm.Ini. APPRAISED VALUE SUMMARY Appraised Bldg.Value(Card) 46,400 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 1,400 NOTES Appraised Land Value(Bldg) 74,000 OFF RT 6A....... Special Land Value Total Appraised Card Value 121,800 Total Appraised Parcel Value 149,500 Valuation Method: Cost/Market Valuation �et Total Appraised Parcel Value 149,500 BUILDING PERMIT RECORD VISIT/CHANCE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 5/23/2000 PT 00 eas/Listed LAND LINE VALUATIONSECTION B# Use Code Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad'. Notes-Ad lS ecial Pricing Adj. Unit Price Land Value 1 1090 Multi Hses RF 5 1 1.00 AC 100,000.00 0.80 1 1.00 88AB 0.72 PCL(1.,U10)Notes:SITE 58,000 1 1090 Multi Hses RF 5 1 1.10 AC 19,200.00 0.80 1 1.00 88AB 0.72 PCL(Ull)Notes:RESIDUAL 16,000 Total Card Land Unitsi 2.101 ACI Parcel Total Land Area:j 2.10 ACI Total Land Valu4i 74,000 y Property Location: 1655 MAIN STATE 6A(W,BARN.) MAP ID: 196/011/// vision ID:14186 Other ID: Bldg#: 1 Card 1 of 2 Print Date: 08/18/2003 12 CONS TRUCTIONDETAIL I SKETCH Element Cd. Ch. Description Commercial Data Elements Style/Type Ranch - ' Element Cd. Ch. Description Model Residential Heat&AC GradeAverage Grade_ Frame Type Baths/Plumbing DK tones 1 1 Story Occupancy 0Ceiling/Wall ooms/Prms Exterior Wall 1 7 sbest Shingle /o Common Wall 1 Z Wall Height Roof Structure 3 able/Hip Roof Cover 3 sph/F GIs/Cmp CONDO/MOBILE HOME DATA 18 Interior Wall 1 5 Drywall Element Code Description Factor AS 40 2 interior Floor 1 9Pine/Soft Wood Complex 2 Floor Adj Unit Location eating Fuel 2 Oil Heating Type 4 Hot Air Number of Units C Type 1 one Number of Levels /o Ownership 20 2 Bedrooms 2 2 Bedrooms Bathrooms 1 1 Bathroom COST/MARKET VALUATION , 10 1 Full nadj.Base Rate 60.00 Total Rooms5 5 Rooms ize Adj.Factor 1.41910 ath Type Grade(Q)Index 0.86 Kitchen Style 40 Adj.Base Rate 73.23 Bldg.Value New 60,195 Year Built 1950 ff.Year Built (A)1977 rml Physcl Dep 23 MIXED USE uncnl 0 con Obslncslnc 0 pecl.Cond.Code 1090 Multi Hses 100 Specl Cond% Overall%Cond. 77 eprec.Bldg Value A4 Ann OB-OUTBUILDING& YARD ITEMS(L)/XF-BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value SHED Shed L 192 8.00 1990 1 100 1,400 BUILDING SUB-AREA SUMMARY SECTION Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 800 800 800 73.23 58,584 WDK Wood Deck 0 216 22 7.46 1,611 GrossITa 800 1016 822 60195 Property Location: 1655 MAIN ST./RTE 6A(W.BARN.) MAP ID: 196/011/ Vision ID: 14186 Other ID: Bldg#: 2 Card 2 of 2 Print Date:08/18/2003 12:47 CURRENT OWNER TOPO. UTILITIES STRT(ROAD LOCATION CURRENT ASSESSMENT OGERS,HOLLY L 1 eve] as 1 aved Description Code Appraised Value Assessed Value ell ES LAND 1090 74,000 74,000 801 1655 MAIN ST SIDNTL 1090 73,500 73,500 BARNSTABLE,MA 02668 eptic SIDNTL 1090 2,000 2,000 Barnstable 2003,MA SUPPLEMENTAL DATA dditional Owners: ccount# 121852 Plan Ref. 158/137 Tax Dist. 500 Land Ct# er.Prop. UP FY03 #SR Life Estate VISION DL 1 LOT 1 Notes: DL2 GIS ID: 14186 Totali 149,500 149,500 RECORD OF OWNERSHIP BK-VOUPAGE SALE DATE q1q vA SALE PRICE V.0 PREVIOUS ASSESSMENTS HISTORY OGERS,HOLLY L 14286/179 09/28/2001 Q I 380,000 00 Yr. Code Assessed Value Yr. Code Assessed Value Yr. I Code Assessed Value ELLIOTT,PAUL W&CHARLENE 9407/318 10/15/1994 Q I 115,000 00 2002 1090 74,000 001 1090 74,000 000 1090 38,900 ORDAN,RONALD P 8851/056 10/15/1993 Q I 919400 00 2002 1090 73,500 001 1090 73,500 000 1090 61,400 ORDAN,DOROTHY E ET ALS P0827E1 07/15/1992 U I 1 lA 2002 1090 2,000 001 1090 2,000 200011090 100 OESSER,HARRIET T 702/155 Q 0 Total.-I 149,5001 Total: 149,500 Total: 100,400 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm.Int. APPRAISED VALUE SUMMARY Appraised Bldg.Value(Card) 27,100 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 600 NOTES Appraised Land Value(Bldg) 0 Special Land Value Total Appraised Card Value 27,700 Total Appraised Parcel Value 149,500 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 149,500 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. I Pu o--Result 5/23/2000 PT 00 eas/Listed i LAND LINE VALUATION SECTION B# Use Code Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad'. I Notes-Ad'/Special Pricing Ad'. Unit Price Land Value 2 1090 Multi Hses RF' 5 0.01 SF 0.00 1.00 5 1.00 88AB 0.72 PCL(00)Notes: 0 Total Card Land Units 0.001 ACI Parcel Total Land Area: 2.10 AC Total Land Valu 0 Property Location: 1655 MAIN ST./RTE 6A(W.BARN.) MAP ID: 196/Olt/// vision ID:14186 Other ID: Bldg#: 2 Card 2 of 2 Print Date: 08/18/2003 12 CONSTRUCTION DETAIL SKETCH Element Cd. Ch. Description Commercial Data Elements Style/Type 6 Cottage Element Cd. Ch. Description Model 01 Residential Heat&AC Grade + Below Average Frame Type AS 13 Stories 1 1 Story Baths/Plumbing Occupancy 0 CeilingfWall 10 1 Exterior Wall l 14 Wood Shin le o ommons g /o Common Wall 2 Wall Height 1 2 Roof Structure 03 able/Hip Roof Cover 03 sph/F Gls/Cmp CONDO/MOBILE HOME DATA Interior Wall 1 05 Drywall Element Code Description Factor 2 lex meriorFloor1 14 Carpet Floor 0 2 2 J j nit Location 4 eating Fuel 3 Gas Heating Type 4 Hot Air Number of Units C Type 1 None Number of Levels %Ownership 16 edrooms 1 1 Bedroom DK Bathrooms 1 1 Bathroom COST/MARKET VALUATION 10 1 Full nadj.Base Rate 50.00 Total Rooms 3 3 Rooms ize Adj.Factor 1.91525 1 Bath Type Grade(Q)Index 0.80 Kitchen Style Adj.Base Rate 76.61 18 Bldg.Value New 36,160 Year Built 1940 ff.Year Built (A)1975 rml Physcl Dep 25 MIXED USE_ uncnl 0 con Obslncslnc 0 pecl.Cond.Code 1090 Multi Hses 100 Specl Cond% Overall%Cond. 75 eprec.Bldg Value '-7 Inn OB-OUTBUILDING& YARD ITEMS(L)/XF-BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. D Rl %Cnd Apr. Value SHED Shed L 80 8.00 1990 1 100 600 BUILDING SUB-AREA SUMMARYSECTION Code Description Livin Area Gross Area E .Area I Unit Cost Unde rec. Value BAS First Floor 450 450 450 76.61 34,475 WDK Wood Deck 0 216 22 7.80 1,685 IRL Gross e Are, 4501 6661 472 36,1601 I L'k 17488 P9186 *96131 08-19-2003 a'1 0$ _ S3u Ot BABNSCABLB, P. 1 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-53 - Rogers Special Permit- Section 4-4.5(2) Expansion of a Pre-Existing Nonconforming Use Demolition of one of two existing dwellings and reconstruction with expansion Summary: Granted with Conditions Petitioner: Holly Rogers Property Address: 1655 Main Street,West Barnstable,MA Map/Parcel: Map 196,Parcel 011 Zoning: Residential F Zoning District Relief Requested& Background: The subject property is located off Route 6A in the Village of West Barnstable,directly abutting Garrett's Pond and the First Lutheran Church. The 2.10-acre parcel is the locus for a one story,two bedroom home built in the 1950's. A small one-bedroom cottage built in the 1940's is also located on the property. The cottage has a gross floor area of 666 sq. ft. and a living area of 450 sq. ft. The cottage is not the subject of any demolition or alteration within the scope of this Special Permit request. The main house has a gross floor area of 1,016 sq. ft. of which 216 sq. ft. is wood deck with a living area of 800 sq. ft. Also on site are two storage sheds, the smaller of which is to be removed and the other to be relocated next to the proposed garage in conformity with the Zoning Ordinance. The existing structures all comply with the required yard setbacks for the district. The applicant is proposing to completely demolish and remove the existing two bedroom single-family dwelling and reconstruct a new single-family dwelling.The proposed new single-family dwelling will comply with all required setbacks for the district. Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 21, 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 April 02,2003, at which time the Board found to grant the appeal. Board Members deciding this appeal were, Ron S. Jansson,Richard L. Boy,Thomas A. DeRiemer, Randolph Childs and Chairman Daniel M. Creedon. Attorney Mark H. Boudreau represented the applicant who was also present at the hearing. It was noted by the Board that this is a non-conforming use because it is a single-family zoning district and the use of the property was that of two dwelling units on one lot. Mr. Boudreau noted that the dwellings are over 250' from Route 6A and barely visible. He stated that the proposed new home would be a Cape with a 2-car garage 24 x 24. The Board of Health has approved the proposed plans for the on-site septic. The dwelling is to be a three-bedroom. The new structure will add approximately 1,900 sq. ft. excluding decks,porches and garage. The entire structure to be built including decks porches and garage will be 3,300 to 3,400 sq. ft. Bk 17488 Ps 187 '96131 1 Appeal 2003-53- Rogers Special Permit-Section 4-4.5(2)Expansion of a Pre-Existing.Nonconforming Use Mr. Boudreau noted that the pastor of the Lutheran Church and abutting neighbors had no objections to the proposed new dwelling. He stated that the proposed demolition and reconstruction would not be detrimental to the neighborhood. The structure was built in the 1950's and is in need of repair. Use of the property is a legal pre-existing,non-conforming use. Public comment was requested and Mr.Jim Burke of 1645 Main St.,West Barnstable spoke in favor of the project. The Chairman noted that two letters of support were presented to'theBoard, one from the Lutheran Church and one from Donald and Barbara Rogers. No one spoke in opposition to the request. Findings of Fact: At the hearing of April02, 2003, the Board unanimously made the following findings of fact: 1. Holly Rogers has applied for a Special Permit under Section 4-4.5(2) for an expansion of a pre-existing non-conforming use. The property is shown on Assessor's Map 196,Parcel 011 and is addressed as 1655A Main Street,W. Barnstable,MA in a Residential F Zoning District. 2. Property is slightly over 2 acres, abuts Garrets Pond,First Lutheran Church and fontage on Rt.6A in West Barnstable. 3. Two structures on property,Assessor's field card shows 1st structure existed since 1940,2^d built in 1950, 2 structures on 1 lot,legal pre-existing non-conforming use. 4. Applicant seeks relief under 4-4.5(2) to expand a pre-existing legal non-conforming use to demolish principle structure of 1400 sq.ft. of living space and building a home with a 2-car garage with crawl space approximately 3400 sq. ft. 5. Leave cottage in effect. 6. Not increasing use, expanding size not to the detriment of neighborhood. Decision: Based on the findings of fact,a motion was duly made and seconded to permit the demolition and reconstruction with expansion of a single-family dwelling on a lot containing two dwellings. The reconstruction shall remove all non-conformities in the structure location and the reconstruction shall conform to all required setbacks for the zoning district and is subject to the following conditions: 1. New building shall comply with all existing setback requirements. 2. Proposed building will be built upon the same location as the existing structure. 3. The pre-existing non-conforming use is to continue, however, it shall not be permitted to be further expanded without further relief. 4. Construction shall comply with all Municipal regulations, Health, Conservation and Building Divisions. 5. It shall also comply with the Old King's Highway Historic District Certificate of Appropriateness. 6. The dwelling shall be built substantially in conformance to plans presented to the Board. 2 i Bk 174E8 F"91as �96131 Appeal 2003-53- Rogers Special Permit-Section 4-4.5(2)Expansion of a Pre-Existing Nonconforming Use The vote was as follows: AYE: Ron S.Jansson,Richard L. Boy,Thomas A. DeRiemer,Randolph Childs,Daniel M. Creedon NAY: None Ordered: Special Permit 2003-053 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 Town Clerk. Daniel M. Creedon, Chairman Date 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-qhay.4o appeal of the decision has been filed in the office of the Town Clerk. ' Cdjf Signed and sealed this 7 — d under the pains;andler �s Qip r9�•` �'' 1j }'� a '��'.� 'j r•.. x • - .(,j M .•:.ram; � Linda Hutchenrider,To t °, ;4 bo, yx+•' ,e V,,. 3 i Bk 17488 Ps 189 �96131 Proof of Publication .. r7 ,' ' u�;,;.. ...; . .`.. .;f . L TOWN OF BARNSTABLE ZONING BOARD OF APPEALS c„:.^ NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE APRIL 02 2003 re �lrt4.i 7Fi^r�•Xa"'ea-.+�'bi!'y��-�+�+.; To all persons interested inSor affected by the Zornng Board of Appeals under Section 1 1;.'of Chapter 40A of the General Laws of the Commonwealth of:Massachusetts;"and'all amendments thereto you are hereby notified that: �'" 4 '„ y. I 7:OOPM „Lane t n.. Carol Mae Lane has applied fora FamilyApartment Special Permit pursuan'tPoSeeal coon 3 1:1(3)(D)of the Zoning Ordinance: The family`apartment is to be within the existing'single=)family structure The property is shown on Assessors Map 129 Parce1003 addressed 1025." Service Road;West 8amstable in a Residential F Zoning Distnct ; 7:etcher r ri:' c yy`�y "Aeilly „ F s 'Kfa xAppeal 2003 Gretchen Reilly has applied fora Variance to Section 3-1`4(5)Bulk Regulations Minimum' Lot Size and Section 3-5 3 Resource Protection Overlay District to allow an underaiei lot k. to be developable for a one single family residence ',The:property is'shown on Assessors '. Map 021 Parcel 102 addressed 34 Julie Lane Cotuit MA m a Residential F Zoning District`t<7.30PM `' ' � °Murphyti" ' ';�'�`..A►peal 2003-52•. Marietta Murphy has applied fora Vanance to Section 3.1 3(5)Bulk Regulations"Minimum Front Yard Setback to allow the existing'"structure to intnde into"'tlie required front yard setback, as"it now exists. The property is shown on Assessors Map,316,,Parcel 055 7addressed as 1 1 Coral Way Barnstable,MA in a Residential F 1 Zoning District 3 :45PM .„ Rogers' '. s,:< Holly Rogers has applied fora Special Permit pursuant to Section 4 4 5(2)Exppl on of a Pre3 Existing Nonconforming Use to permit the demolition of one of two existing 'single=family a dwellings on the property and ds recon'struc ion"with expansion,n the same location:The property is shown on A'ssessons Map 196;Par"cel 011 and addressed as 1655 Mam Street,West Barnstable MA in a Residential F Zoning District ,..w fxta iu , rL 8:00PM " ° t 'Off The Cuff Inc Off The Cuff Inca d/b/a'Capeway Cleaners has applied for a Special ermit pursuant5to Section 3 3 6(3)Conditional Uses m the Highway Business Zoning Distnct to permit a`dry '.cleaning drop off and pick up service(no processing on site) The subject property is shown on Assessoris Map 274:Parce1007 HOOand is addressed as Unit I O:12201yannough Road (Route'1,32),'Hyannis;MA m a HighwayBusine`ss Zornng Distnct :3"� These Public Hearings will be held at the Bamstable Town Hall'367 Marn Street Hyannis, p MA,'Heanng Room.2nd Floor•:Wednesday,April 02;2003. Plan " - applications'may be i reviewed at the,Planning Dvis+on'Zoning Boarcl of Appeals'Off- --' '' Of$cesI 200 Main Street;Hyannis`MA r ++;' : . t DanielM.Creed, s on;, t Chairman ` The Barnstable Patriot Zoning Board of Appeals March*14 and 21.2003' Abutters within 300' of Map 196 Parcel 011 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database November 2002. Mappar Ownerl Owner2 Address 1 Address 2 City. State Zip Country 196008 DORISS,ELIZABETH A 1685 MAIN ST W BARNSTABLE MA 02668J USA 196009 ROGER S,DONALD S ROGERS,BARBARA H MAIN ST W BARNSTABLE IMA 102668 JUSA 196010 FIRST LUTHERAN CHURCH 1663 ROUTE 6A WEST BARNSTABLE MA 02668 USA 196011 ROGERS,HOLLY L 1655 MAIN ST W.BARNSTABLE MA 026 58 196012 RICHARDS,DOROTHY K& HILFERTY,BARBARA J K PO BOX 451 CUMMAQUID IMA 102637 USA 196013 RICHARDS,DOROTHY K& HILFERTY,BARBARA J K P 0 BOX 87 CUMMAQUID MA 02637 USA 196014 IWASS',JOHN M P O BOX 2295 CENTERVILLE MA 102632 USA 196015 JOHNSON,EDWARD F&VELMA M 378 PLUM ST W BARNSTABLE IMA 102668-1418 USA 196016 CROWLEY,EDWARD P&TRACIE 404 PLUM ST W BARNSTABLE MA 02668 USA 196017 CHISHOLM,JOHN F JR&WATSON, 390 PLUM ST W BARNSTABLE IMA �02668 USA ISHAYNE N I196018 I KURRA,CATHERINE MARIE. 114 SYLVAN ST DANVERS MA 101923 E 196020001 MUMFORD,WILLIAM M&NANCY J 350 PLUM ST JW BARNSTABLE MA 02668 USA c4 196020602 DAVIS,JUDITH . 324 PLUM ST WEST BARNSTABLE IMA 02668 USA co 196024 WASS,JOHN M P 0 BOX 2295 . CENTERVILLE MA 02632 USA Tuesday,March 11,2003 Page 1 of . Fa W Mappar .Ownerl Owner2 Address 1 Address 2 City State 'Zip Country 196025 ROGERS,RICHARD L&VANESSA 1671 MAIN ST W BARNSTABLE IMA �02668 USA 196026 ROGERS,DONALD S&BARBARA H MAIN ST W BARNSTABLE 7TTA �02668 JUSA 196027 ROGERS,DONALD S&BAR13ARA H MAIN ST JW BARNSTABLE MA 02668. JUSA 196028 ROGERS,DONALD S BARBARA H ROGERS MAIN ST W BARNSTABLE MA �02668 USA 197024 SYRIALA,RUSSELL F&EDITH SYRIALA,CARL F MAIN ST W BARNSTABLE JiZA �02668 USA 197025 MARVILLL,HELEN MARKS 1636 MAIN ST JW BARNSTABLE rA �02668 JUSA 197026 IMAKI,SUSAN A TR M I G REALTY TRUST PO BOX 143 W BARNSTABLE r 02668 197033 IWINCOR,LORRAINE TR WINCOR NOMINEE TRUST 3200 PORT FT LAUDERDALE FL 33308 ROYALE DR- #901 197038 BURKE,PATRICIA M 36 CENTERVILLE rA 102632 JUSA MOONPENNY LANE 197039 WEST BARNSTABLE FIRE DIST MAIN ST W BARNSTABLE MA 02668 USA 197043 RITUCCI,ROBERT TR PAINT REALTY TRUST P 0 BOX 664 W BARNSTABLE IMA �02668 cm fr— 197045 RITUCCI,ROBERT TR PAINT REALTY TRUST P 0 BOX 664 W BARNSTABLE IMA �02668 aD 197047 FIELD,MICHAEL J&MARILYN L 26 LOCUST AVE JW BARNSTABLE MA �02668 JUSA C> } co v ants I� �rn 'A � V rr 1,2003 Page 2 of 2 �� TA Vim° ION m l z -� 1 w hj r 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-(914)832-9400•(800)832-3888• Fax(914)832-6698 . � ✓die "�anvnzo�uurcr.�I� o��✓�asac�u�ae(,la �. �` DEPARTMENT OF PUBLIC SAFETY License: HOISTING ENGINEER LICENSE h= Number: HE 074910 Birthdate: 12/13/1936 ; Expires 1 261 3/2 0 0 3 Tr.no: 10289 Restricted. I B I. ' RICHARD BRUNELLE ': 86 SLATER PARK AVE oacph d• :°i PAWTUCKET, RI 02861 Commissioner BRUNELLE CRANES i MODULAR ERECTORS 86 SLATER PARK AVE. =a. PAWTUCKET,RI 02861 TO: i r I � BRUNELLE CRANES +•-•r: e r3� h 53f19gb t� 3J;935 MODULAR ERECTORS RiEHARD iE 86 SLATER PARK AVE. RuraFt 86' SLATER.P�4RK; �iiF P.1A'WTttK FT �� PAWTUCKET,RI 02861 R'1 0 28$ �\ ; EX NNR +mcNr WE$I/P'AYES EY�.WNaTgfvRn. �s:•1� 72 `,-�1;uE. �I .., TO: I I r{i ajf�' B4 TA / TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e Map Parcel ., rl�E�i��` � Permit# Q Health Division Date Issued Z Z[C Conservation Division '"' Fee �� 00 Tax Collector �OD D k — IV L Treasurer — — 3 '`; u l Planning Dept. Date Definitive Plan Approved bkP%ning Board Historic-OKH 7�- O �� Preservation/Hyannis Project Street Address Village Owner— Address t7 1&4, f 6 I &rvt,s 1 he 44i4- Telephone 5o g 36 a- 9(18'8' Permit Request VJvtfA dD Wn 15 O f Q Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type WDod aiwy Lot Size 2-0 ACID Grandfathered: ❑Yes )kNo If yes, attach supporting documentation. Dwelling Type: Single Family �a Two Family Cl Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full CicCrawl ❑Walkout ❑Other �e Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric VLOther 'central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing Cl new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# cc Current Use c ASLe, -JPO►rM I.��, Proposed Use J c A�A s:Q�Vk, BUILDER INFORMATION Name &"\ CS Xky\4*n kbPr /NCB Telephone Number Address A9,8' )eo k l License# CS D 5117a SlohA i,�LCk PO A D a5b-3 Home Improvement Contractor# Worker's Compensation# G 51, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �" 7' d3 l� _ FOR OFFICIAL USE ONLY r PERMIT NO.'• ' DATE ISSUED `- MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME - INSULATION t 'r FIREPLACE r: ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL F GAS: ROUGH FINAL j FINAL BUILDING " DATE CLOSED OUT • ; y • r " ASSOCIATION PLAN NO. - f , Ut The Coil]til011)Vealrh s'D of Massachusettepartment oflrldustrial_lccidents Office of Investigations 600 WashinJrott Su-eet Boston,/glass. 02111 Workers, Compensarion insurance Affidavit Applicant Information Please PRINT Legibly name:� -� location: j A- phone ❑T :un a homeowner perfornung all work myself. ❑I ant a sole proprietor and have no one working in any capacity QI am an employer providing workers' compensation for my employees working on this job. Companyname:_Don Shulman RDA Inc d/b/a Realty Development Associates address: 298 Route 130 t fly: Sandwich phone R: ( 508 ) 888-421 2 ittstiraticeCo.: Granite State Insurance Co. policyR: WC5681521 F1 T am a sole proprietor. general contractor or homeowner(circle one)and have hired the contractors listed below who have the following woe�ers compensation policies: company name: Don Shulman RDA Inc. d/b/a Realty Development Associates address: 298 Route 130 City: Sandwich phone; : ( 508 ) 888-421 2 insLlrattceCO.: Granite State Insurance Co. pol'Icy rr: WC5681521 company name: See Attached List of Contractors address: ciry: phone R: insurance co.: policy ir: A[tached addiriunal sheer if necessary Fallnre to secure covcra�c as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years' imprisonment as%yell as civil penalties in form of a STOP WORK ORDER and a fine of$100.00 a day against me.l understand that a copy of this statement may be forwarded to the Office of investigations of the DLA for coverage verification. 1 do hereby ccrtify under the pains and penalties of perjury that the information provided above is true and correct. Signantrc—4 Date or We Print-Na-me Don Shulman President RDA Inc. Phone m ( 508 ) 888-421 2 r ofti fat use only do not in this area to be completed by city or town official arty or lov.n. ermit/license ❑ p Building Department check if inuncdiale response is required ❑ Licensing Board ❑Selectmen's Office .:onta,:r person: ❑Health Department phone ❑Other (revised 1-95 PJ.�) ACORCrr CERTIFICATE OF LIABILITY INSURANCE 08//05/103 "`' PRODUCER I THIS CERTIFICATE IS ISSUED,AS A MATTER OF INFORMATION Rogere&Gruy Ina.Agency,Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O.Box-1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: One Beacon Insurance Group RDA Inc INSURER B: GRANITE STATE INS,CO. Donald B.Shulman 298 Route 130 INSURER Q Sandwich,MA 02563 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALLTHETERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR INSFIC TYPE OF INSURANCE POUCYNUMBER POUCYEFFECTIVE POUCYEXPRATION ATE(MMIPDIM DATE LIMITS A GENERAL LIABILITY CBLW28823 12/01/02 12/01/03 EACH OCCURRENCE $1 000 000 X CC" MERaAL GENERAL LIABILITY DAMAGE TO RENTED 300�0 .F F na $ CLAIMS MADE a OCCURI MEDEXP(Any oneperean) $6 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE UMIT APPUES PER: PRODUCTS-COMP/OF AGG s2,000,000 X ?ou"Y PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Eaacddeno S ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS per fersm) HIRED AUTOS BODILY INJURY $ NCN-OWNEDAUTOS (Per acddctt) PROPERTYDAMAGE $ Per acddert) 4AGN E UABIUTY AUTO ONLY-EA ACODENT S Y AUTO OTHER THAN EAAOC $ AUTO ONLY: AGG $ EXCESS,UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION 5 5 B WORKERS COMPENSATION AND WC5681521 06/11/03 06/11/04 X V q Si ATTC OPp EMPLOYERS'LIABILITY ANY PROPRIETOWPARTNER/EXECUTIVE EL.EACHACCDENT $100000 OFFICER/MEMBER EXCLUDED? EL DISEASE-EA EMPLOYE $1 OO 00O II yes,descri:-aracer SPECIAL PROVISIONS wow EL.DISEASE-POLICY UMIT $500 000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICyES/EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS General Contractor. t CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILLENDEAVOR TO MAIL i_ DAYS WFJTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ! IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTAT VE l✓` #6578 DMW 0 ACORD CORPORATION 1988 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 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 lFboMAulman/Realty Development Assoc } ne BOARD OF BUILDING REGULATIONS CATIONS CONSTRUCTION SUPERVISOR _. Number' :CS 051170 girthdate 09/1071952 09/10L20.04 Tr. no: 2588 j Restricted: =00, DONALD g SHULIli1AN 298,"ROUTE 130 , SANDWICH �.. ..j MA 02563 :r Administrator Board of Bu.ildizig Regula ttons and Standards �w. One Ashbufton Place - Room 1301 'Boston, Massachusetts 02108 I Horne huprovement Contractor Registration Registration: 129028 Type: Individual Expiration: 06/24/2003• Donald B. Shulman Donald Shulman 298 Route 130 Sandwich, MA 02563 i Update Address and return card_Mark reason for change Address 0 Renewal Employment Lost Card I � ✓�ze ZlJom7mzoo7 o�'✓//�Czaoczc/auaP,CZa _. Board of Building RegulatiOns,and Standards License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: y Registration: 129028 Board of Building Regulations and Standards Expiration: 06/24/2003 One Ashburton Place Rm 1301 -Type: lrldividual Boston,1bl2.02108 Donald B.Shulman Donald shulman 298 Route 130 Sandwich,MA 02563 Administrator - Not valid Without signature -._. __.... OlberlU - - --- Bldg if: 2 Cord 2 0 2 OGERS, OCLYL 0II'1Y,P.g To11Q VIZE17M S77�T✓ROAD LOCAZION I Print Date;0911812A03 12.47- 1 evel . CUEIRENT SSEWA " m. ved Dercrt ion Code ! raised Yalae .tstarsrd Yahm 00 ell BARKSTABLE,MA 0Ua LAND 10" 74,000 74,0W '- t1c 1DN L I0f0 73.500 73,SN 3Al m tlttlonel Owars e Sr1PPL8�NTAL sIDNTt 1090 2400 2AW Affrawabk 2M3,Ab m- tP 121852 Plan Ref. ISM37 m az Dist S00 land C18 w -PMP• UP FY83 #SR Life Estate N DL l LOT I Nate t TIIJC�O�N DL 2 ! �I DF Sln: fug - EBS.HOILYL s�1OLVAl. SAWDAlB of Srlf.EJ!![IfQ� ,G 149.500 1s930p I428W f79 ♦ /Old L OTP.PAUL Wac CHAItLENE 9/09/318 I �1 4 Q 1 3fN,000 00 Y Axsesaed Yalre Pr. ade tsreseel Valarc fr. Code .!stet Vo a to RONALD P Q I 113,mi 0� 2�Y2 Ih0 74,000 1 1090 7 YI0 109f m OSDAN.DOROM E ET AI S 1i1151111s1 10/1Sr"3 Q I 11.40 00 M2 1090 73.SOi Osf 1090 39,41 m 1►�SER.HARRIET7 POA27LI 07l15l19l2 U t l 1A 2002 1050 3-N 1 10" 73`e 10f� 6fr40 a 702/155 Q 0 2,0110 to" fp m m N Tab 14!500 r 14f T teo m Pear Arwarrrl e A+noun[ comm.!W.02'7IBJ! Tkis algtre OV aefteft P ker a VW1 b a y Dftla Ck9ader or Assessor iaw Cod Descri ias Nera+der APPRAI[11!I VALUESilMALfRY Appraised Bldg.Value(Card) 27,100 Appraised XF(B)Value(Bldg) r Appraised OB 0(L)value(Bldg) I 6Do N07E.Y Appraised Land Value(Bldg) I 0 Special Land Value Total Appraised Card Value 27,700 Total Appraised Parcel Value 119.500 Valuation Method: CostlMarkcl Valastlonl Tom]Appraised Parts V=Ire 149,500; Permit!D Irssae late T RULiLDINCrF.RAlIl'BECORD i7escri ken laeaeort !as .Date :6 Co VISg7YCllGd. jl1 ymy e Com . Comiweats Dare ID Cd. Purnore,7Pesnjt f 5123R000 PT 00 entLi qe 8q We dr saes iow ��lfNE irALUA77ON C,THNII Zare D rtmta h Units Usk Price t.Factor S.I. C Factor 2 10" ulrl Hies RF S NbMd_ Ad'. Notes-A e!Prici,e fd'.Unit PrJcr Land Value 8,01 SF 0.00 1. S 1.00 88As 0-72 PG1,{001Notes: I i to Taul card Land ll OA9 AC Aonnaf rerelLawdAtYw 2.10 A • rang!Lard Vet Oiker ID: dtdg*: 1 Card 1 of 2 I'n6rr DOW.' WI V2003 t'2 GY1111+MUCHONDBTAIb LrJenrnai Cd Ch. DescriprioR Cewrarer rlDa:a eatr SIBTUr m tyie/Type 1 Ch Element U. Ch. j) uypvj� 0`0 oddel 1 ide06al verage Grade �T� , CO tones Sbory thslPlumbing ; DiC m• CDPwIry cil'mg1wall W or Wall best shisgtle CaTMnon Wa[t Structw al l Height 7 oofCover 3 p�wcm N tenor Will I FYWAI reaeeot is [E�ITA 18 BAS Floor 1 R actor or udSoR Wood off plez 2 loor Adj Ln m rag Fuel 2 it nit Location Qp �tft TWC w Air umber of Units C Type t Be untllerofLevels N .4 Ownership w e>d:ooetr 2 Hodrootoa 2 CO tut eoms79lfif6T YALU�f?YON Bathroom 0 lull oral Rootm ltoeeta adj.Base Rate 60A0 iae Adj.Factor 1.42910 nth Type rade(ty Indear 0.86 'tchea Style di.Base Rate 73.21 tdg Value New 160,195 ear Built 19M ff.Year swill (A)1977 rml Physc]Dep 23 MEWDVSE uncnl Obsinc i a Obslnc 8 I1110 ells Hses pecl.Cond.Code too peel Cond verall%Cond. 177 C.BId6 Value I.... Oi•OfTIBUIIDING A YARDII�,!(S�l�/.[F-BUILDING BXZaA PEAYZIIBS(Bj Code Derrrt U8 rinils iPYjre Yr. Re 9eCnd .Yalre r SHED L 19 8.00 19" I 100 1e{0p i I VflJlll•V JV> M JVI�iRML�t.l tVJf r Cade Del ioro t} ' Area Grors.frev E .,lrna Ueu Cost Umd rec.Yohre .BAS Fber am B0e owl 73.23 WDK Deck 0 216) ] 7.46i Imo. D I I b CM Irm r A i i B00 1 01 822 d0 t9S rmw m: 19UI6 01lser FD. - _ --- Bidg lk: L Cord i o 2 CI ALmzws UffivWx YOPOL l ulm sT 740".'D LOCATION f PrirrtDate 06/ISfD003 12:47. OGERS,HOLLY L eve � ����� m. ved Dprcn flan Code Araved Ya1ve rrsressed Yotue 00 655 MAUV ST ed BARNSTABLE,MA 02"It tic SID11M. to" 7� 743 0 89! W SUrPlFIifENY.tL DATA D)Ni IL ]tD9t► 2,000 2,000 8armslreble 2093,Al,f /lddhlaml Owners: Ay�cco4mt4 ]It452 Plan Ref 1S8I137 m (fax Disc see Lana Ct0 w er.Ptop. UP Fvw NSR Life EstateDIL I N 2 LOT 1 News: • iSlOy� - SIDr 14186 Iola! tAS,500 149,%0 QFOII�IYF.lS�pP �.f�ifR.lf�6 SALSDATB tl'♦t SALBPIfQB .G, PpBy�p� OG"n�5,,HOLLYL ]12lti11T1 09V28J20p1 I �n _ LLIOr1'1I,PAUL W B CHARLEN�IE 9407J 3l>! l0tlSt1990 Q t 1�,� 00 Yr. shed Value Yr_ a Assessr�4atoe F. Code itaress ed vltlue t~jt ORDAN,RORW P , M 2002 1Q90 73,500 l few NOW 1090 38,91 Coo OitDAN,DOROTHY! ETALS 8RS21056 10l151i9S3 Q I 94W 00 2002 1090 73,500 000 1090 FSSER,AARRIL'I I P0i]7E1 07t1511992 U I l lA 2M 10" 2jl00 001 1090 2,000 000 1090 61,4♦ � 702t t5S Q 0 H m on tv To�itr 149 Teta1. 149 500 Tettrl. w B1IfEA(PPl0l114 OTRERALSSGSSAfiEIVTS 1 o m Yern T Rawartl Coda Descri "on Number dmount Cemwi.Jnt This srgAattere aCkJeD7pfeQaes a Writ by a Daft CaNe nor or.lssesssr ion AP VALUBSilMMAltY Appraised Bldg.Value(Card) 46,4N Appraised XF(B)Value(Bldg) 0 Telolr Appraised OB(L)Value(Bldg) 4 1, 00 OFF RT 6A..... NO>fES Appraised land Value(Bldg) 74 00 Special Land Value Total Appraised Card Value 121,800 I( Total Appraised Parcel Value I 149,500 Valuation Method: CustJMarket valustim et Total Appraised Parcel Yalue 149,540 atlriDlNcPEIt►IlTRECOBD d'ISIT AN JUS740RY Pernit ID JsswDwe T Deser' iaa Arwoant ! Date %Com . Dete Cora . Cavrments f Date JD Cd. Pu t/R¢sazf! 517 i2000 PT 00 Mta%IUs ed Bo Use Code +LAND LFNE YALUAIYONSEC 7ON ------------- Descri ft(lrt ZORE D ►vA a De Units Urtir Price J.Factor S J C_Fauvr NWid A Notes Ad: Cia!Pruirt Ad'.Unit Price Load value I 10l0 ■hi Hies �1 10% ottllltee � RF 5 ! I 1.ie 100AQYd11 080 1 100 68AB 0.7215P+<L{l,C'FO��otes:SlTt 1.10 ACi 192000BJ 0.®0 l 1A0� BBAB I 0.72WL(Ul])Notes:RESIDCALi ! 1sow G1100 D TOW cud Land Uaier 2-10JACI P61=1 Tote!LaNd Area: 3.19 AC. Tore)Lewd Ya! 74,ppp. 011�erllh Bldg slt: 2 Cara Z Eiemeat Cd. Ch. �AZSTXIJClIONDETiVI of Z Prltrl Rafe:A8/18f2003"lS. tyld Type �kxnpnwt caruaeersj�i BJenura m odes 1 age Ele+aeat Cd. CA. escr�pao�r l]`D e I ow Adinnge came T C m to 13 uP Stety tlts/I'iumhmg I CM�cy I m eiling/v►"all w 4+ior Wall 1 �GVo�d skbq 1i I 2 JIt_� Comrna�Wal] W f Structare J atI Height f Cover, 1 _ bmar well 1 torior Flow 1 4 t ott�lex r(Ptioa aW ka Adi t n nit Location m esan�g as m t Air umber of Units rn C Type 11 one or Levels t9 m Bdivorm Bedroom OvvneTslnp T6 m Bathroom K oral Rooms 0 Full Raoma -di.Base Rate "All ize Ali Factor 1.91525 eth Type tchen Style a(9)Index 0." 1- di.Base Rate 76.61 18 Idg.Value New 136.160 tar Built 1910 ff.Year Buik I(A)1975 rml Phyccl Dep IJ 25 MAD fB uncn]Obslnc 0 oa Obsinc 0 N190 Miff Hses 1!D Pal.Coed.Code peel Coed% I%Coed. 75 C.Bldg Value +a ins Cow G�YARD� �/XF-BUIIAIMCF.JICIT�!/+8�f4t/�fal Aesc oR LB Uaerr Uxit Price Yr. Re 96Gad SIM hed L � r. va 8.0019% 1 100 �0 I i I Cede Drtrri icw � M•IBY.STsCTMV BAS rn Fbar Liviit ArM Gross Area Aftw that Coat Ulmd Vidue WDK oodDraft 450 450 2 456 76 I 34,475; 22 7 17685. T D i I m 450 666 472 [s0 r 08/18f2003 23:21p, 915087906230 PACE 02 Town of Barnstable Regulatory Services •e� Thomas r.Geiler,Director a Building Division Toni Perry, Sanding Comogssioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624638 Fax: 508.790-6230 Prop"QWnerMust Complete and Sign This Section If Using A Builder I, Hot]H011V Rogers ,as Owner of the subject property hereby authorize Don Shulman/RDA Inc, to actorx my behalf, in all matters relative to work authorized by this building permit application for(address of job) gg 16b5 Main Street Barnstable, Mass .� signanr�. O— �30 Ao--lly Rocrers Print Name r TOWN OF BARNSTABLE rUIV, C �f- . Application to ' t �OlrCmctteeqRNST�:Er������ 2003 FORB1009 �PigbWaP �eguonaY �i5toru Mi5stric 0, 'ZQ3 APR 25 AN 1 j. In the Town of Barnstable 50 DIVISION CERTIFICATE OF APPROPRIATENESS ificate Section Application is hereby made,with four complete Massachu etts, 1973, for prropo ed work sf described below andopriane�seon plans, 601 Chapter 470, Acts and Resolves of drawings, or photographs accompanying.this application for. CHECK CATEGORIES THAT APPLYe. 1 New El Addition El Alteration. Exterior building construction: House ❑ Garage El Commercial ❑ Other Indicate,type of building: 2. Exterior Painting: 3. Signs or Billboards ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign ,. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other TYPE February 3 , 2003 OR PRINT LEGIBLY: 1655 Main Street ADDRESS OF PROPOSED WORK. West Barnstable ASSESSOR'S MAP NO. 1 96 OWNER Holly Rogers ASSESSOR'S LOT NO. 1 1 HOME ADDRESS 1 655 Main Street, West Barnstable TELEPHONE NO.508-362=9488 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) See Attached Sheet a6:_\. I ri- I`�1,I �- - TELEPHONE NO_C n n C AGENT OR CONTRACTOR 0 ADDRESS ' DESCRIPTION OF PROPOSED WORK: Give particulars of work.to be done, including materials to be used, Please include locations of proposed signs. new single family home Signed Own er-Con tractor-Agent For Committee Use Only This Certificate is hereby Date V Approved/ ed Co mi mbers' Signatures: v L Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION Poured concrete Clear ,white SIDING TYPE cedar shingles COLOR NAtural (5" to weather) CHIMNEY TYPE N/A COLOR ROOF MATERIAL Architectural Asphalt - COLOR Black PITCH House & - dormer itch per 1 WINDOWSVinyl w wood trim COLOR White SIZE Per plan 6-over76 grills on front. 1x4 trim @ front windows/door 1x5 trim @ corners. TRIM COLOR White Therma Tru steel insulated entrvo doors White DOORS Vinyl Slic3ina cilac� �T' SHUTTERS N/A COLORS GUTTERS Front/rear 4" seamless alum COLORS White MATERIALS - DECKS N/A — . GARAGE DOORS 9x7 Clopay raised panel COLORS White 3 in rear shed SIZE303 COLORS to match roof SKYLIGHTS oxm x SIGNS N/A COLORS FENCE N/A COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this plication, along with Four copies of the plot plan, landscape form are required for submittal of an ap plan and elevation plans, when applicable. SPECSHT. Revised 11/98 ABUTTERS j . - 1 13 ROGERS-201238 BRAMAN, MARK JOHNSON,EDWARD F&VELMA M 378 PLUM STREET P.O. BOX 143 WEST BARNSTABLE,MA 02668 •• WEST BARNSTABLE,MA 02668 Ln t MUMFORD.WILLIAM M r NANCY J MUMFORD 6-1 - 350 PLUM STREET RICHARDS, DOROTHY K WEST BARNSTABLE MA 02668 ' Ir .BARBARA J K HILFERTY rr _ P.O. BOX 451 CROWLEY,EDWARD P&TRACIE CUMMAQUID, MA 026376-51 �n j 404 PLUM STREET r � ( .. WEST BARNSTABLE'MA 02668 197-18 0 t BURKE, PATRICIA M Ir - 36 MOONPENNY LANE L� i CENTERVILLE,02632 n976 ROGERS-201238 J EL17J�tBETH Ln N STREET. 02668 RNSTABLE,MA 196-018 . ROGERS-201238 f _ KURRA CATHERINE MARIE f s _ 0 D S.gt BARBARA H 114 SYLVAN STREET _ ROGERS, ' DANVERS, MA 01923 109 MAIN 02668 WEST BARNSTABI E, MA RITUCCI, ROBERT,TR R�CHARD L&VANA PAINT REALTY TRUST 167,1 MAIN STREET NSTAB-E,MA 02668 PO BOX 664 WEST BAR WEST BARNSTABLE,MA 02668 r^ FIRST LUTHERAN CHURCH -33 FFIELDI MICHAEL J t 1663 ROUTE 6A • WEST BARNSTABLE, 'MA '02668 RILYN FIELD j - LOCUST AVENUE 02668 , _ WEST BARNSTABLE,MA MARVILL,HELEN MARKS t s': 1636 MAIN STREET . ____ --- WEST BARNSTABLE.MA 02668 1-7 - ROGERS-201238 RICHARDS, DOROTHY K SYRIALA,RUSSELL F&EDITH BARBARA J K HILFERTY CARL F SYRIALA P O. BOX 87 1630 MAIN STREET CUMMAQUID, MA 02637 VEST BARNSTABLE, MA 02668 0 M to F- �OE Postage S . 37 S, JOHN M oBOX 2295 � Certfied Fee 2. 30MA 02632_ Postmark TERVILLE, m Here '. Return Receipt Fee f C (Endorsement Required); 1. 75 / ru O Restricted Delivery Fee' ,-- [� (Endorsement Required) — e O Postage $- . 37 Total Postage&Fees $ 4. 42 - C3 O ir0 Certified Fee 2. 30 Postmark Sent To I.m Return Receipt Fee Here:: - t -- . 1. 75 Street No, (Endorsement Required) Ap. 1=1 or PCBox No. �'C3 Restricted Delivery Fee •------------- t O '(Endorsement Required) — O Ci ,State,LPaC 1;' O r C3 C` I O Total Postage&Fees $ 4• 42 _. .. PS Form 3800, i `r7 Sent To f1J ------------------•--------------- Street,Apt.No.; q or PO Box No. ----------------------- Ciry State,ZIP+4 " O r i Application to SL�E om n®ld �? wVonal Historic District C tG/A l ><ttee�sT"BLE 2M2 DEC —2 ir�t1�T fn of Barnstable fora `, J: GS CERTIFICATE `FOR DEMOLITION OR REMQVA;L Application is hereby made, in triplicate, for the issuarwe.of a Permit for Demolition or Removal of U%A6-- or a structure or part thereof, under Section 6 of Chapter 470. Acts and Resolves of Massachusetts, 973,for proposed work as described below and on plans, drawings or photographs accompanying this application. TYPE OR PRINT LEGIBLY DATE' e ADDRESS OF PROPOSED WORK �' I ti> '(►.� � � 6 A ASSESSORS MAP NO. OWNER ASSESSORS LOT NO. / HOME AO.DRESS TEL N0. ^C) t • `I NAMES AND ADDRESSES OF ABUTTING OWNERS:' Include names of adjacent property owners across any public street or way. (Attach additional sheet, if necessary). AGENT OR CONTRACTOR ;T-R <A_ TEL N0. ADDRESS DESCRIPTION OF PROPOSED WORK: If building is to be removed, give new location. Snap shots showing all views of .building must accompany application. (Attach additional sheet, if necessary). Note: If approval is granted for relocation, a separate Certificate of Appropriateness ' _ eq red for ne on if within the Old King's Highway Regional Historic District. SIGNED Space below line for Committee use, or•Contrsaor-Agent Received by H.D.C. The Certificate is hereby Date / ®+ Date Time By.— Approved ❑ IMPORTANT: ' If Certificate is approved, approval is Y•subject to the 10 da appeal period provided in the Act. Disapproved ❑ ' 08-21-03 112:45 From-NSTAR VOICE OPERATIONS 6174243939 T-142 P.02/02 F-699 Nso-rA#z One NSTAR way.wesaaooa,Massacnusens 02OW-9230 Ed EC rRIC GAS i f_ August 21,2003 Dear Ms. Rogers: This letter will serve as confirmation that the electric service at 1655 Rte-6A CTG A W Barnstable, 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(781)441-3488. Sincerely yours, Debra Masse r AUG-22-2003 FRI 10:41 AM KEYSPAN ENERGY DELIVERY FAX NO. 17818904898 P. 01 kcySpan Energy Delivery 201 Rivermoor 5t,ect l'i�itrf:r�f av^.sl Roxbury,Mas.sachu3W.-i 0213? T01 611 723.5512 August:22, 2003 Attention: Fancy Building Department Ike: 1655A Route 6A, West.Barnstable, MA This letter is to confirm that one ofKgSpan Enercy's Supervisors has visited this site 8/22/2003 and there is no gas to this buildiml. If you should have any questions, 1 can be contacrod directly at 508-760-7502. Sincerely, 7ohanne Ouellette Field Coordinator Capo Division 08-21-03 12:45 From-NSTAR VOICE OPERATIONS S174243939 T-142 P-01l02 c-699 Am UTAR ELECTRIC GAS Fax Correspondence Date: co 75 To: ,�e From: , Pages to follow(including this cover), ;�j 19-AW-2003 12:25:03.25 F ACTION:L HYANNIS:VIEW DIST NOR: 5559 *** Customer Inquiry 12:24pm AUG-19-03 66666666666666666666666666666666666666666666666666666666666666666666666666666666 01 Name HOLLY ROGERS 07 Contact CELL #508-737-9467 02 Short Name ROOM H Cust # 17984 08 Phone # 508-362-9488 03 Delivery 1655A RTE 6A 09 Cr Code FB Dun Code Address MAIN HOUSE Acct Bal 0.00 04 CSZ WEST BARNSTABLE MA 02668-0000 10 Acct Status L CPS Grade 05 OwMPenant 0 06 Signed Agreement Y Loss Reason 07 Dt 01-10-03 Last Payment Date Residential/Other R Last Payment Amt .00 Primary Use Code 0'IH *6666666666666 (DO) options 666666666666*66666666666666666666666666666666666666* ACTR ACPV This customer has been DELETED! BILL CRED CRIN CUST # $ HIST INVC TRAN *666666666666666666666666666666666666666*66666666666666666666666666666666666666* LOOON ID: STARS PORT ID: LTA5003: QUICK610C L3 CUS'IMAIN INQ,QKC(03-04-29) QDESIGN610C VT100 (c) 00GNOS INOORPORA q ao03 . �.R$t�c� I.,,,?• �r.� •#'` r.ttF Ff t iT.at it {. � qp iti=�-I[•i-80cu 'Ts`' ?�f.!;f;;'1 �� ?5�;��.i Y.�� ' r.,P°t` _t # 9nTlA Nt A i1 it 'cit t1 9brilr) 27) d eulLJ2 J_oA uI 00-00-,Ral;! A'' "M; I IVVL ire" ncz,� i1 .z0. 7 -.t�,.�.j;'. bqa[ jz dj[ Si 15ji( .IciJ 1110 gbo.`J q?.0 Omjig IV. h[nR,:6 lug r3 o� a�3��$Tpi18o 1�ir�Oaci�tl�a�r1J �� ��d��8�d�a J �B ancjigc 101,, Jobdah3b, JO * IT? ti:`')I'l r � t $ �rlo3d��3dJ8�ii2�,a3�a�:53�13r1fiadd���r�333r1��#�'da����:+yid;d�0��v��8d�o1�i?r��c�d�d��aii(�a,` #$'k$�'4$#�$$$$�$#'$�$$#$$$i3#36##$Kr•####kit$:-$ i�fii+:li ti#$R$t:k$g#$k#$'F�FF F ;k E00a4TJ :CAI T3M 8RKM :a] AT>V M{)qIZAl Vm W MIA, 3ojVDl :af, IAjKDI: ,, IMPGRTANT MESSAGE FOR • DATE TI M E 6 •• 00 P.M,' M l�sO�Y /1i�TGNPL O F PHONE AREA CODE NUMBER EXTENSION Cl FAX _ Cl MOBILE AREA CODE NUMBER TIME TO CALL TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE Rr . R"A -PeGI. alfo/,,t o4,,r—y Jt�-STittc L�G,�L Y.•j �mo�[S f_g, Dooms � L iv t of Pecje SIGNED ♦ FORM 3002S MADE IN U.S.A. NOTES, - i• { i � l N° T I Tt; r� TOWN OF BARNSTABLE CL-t��- Application to tnric i�trf ct CommitteeBA�I�'ST�;�r��. S. 2003 FODR0009 ��tgbWap �egt�onar �tO .110 3 A D, �'�► 2S SD ��-- In the Town of Barnstable DIVISION CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four complete sets.,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described.below and on plans, drawings, or photographs accompanying.this application for. CHECK CATEGORIES THAT APPLY:. construction: New ❑ Addition ❑ Alteration 1. Exterior building Elm Comercial ElOther Indicate.type of building: . 39-House ❑ Garage 2. Exterior Painting: ❑ 3. Signs or Billboards: El New Sign ❑ Existing Sign El Repainting Existing Sign . Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other DATE February 3 , 2003 TYPE OR PRINT LEGIBLY: 1655 Main Street ASSESSOR'S MAP NO. 1 96 ADDRESS OF PROPOSED WORK. West Barnstable OWNER Holly Rogers ASSESSOR'S LOT NO. 1 1 1 655 Main Street, West Barnstable TELEPHONE NO.508-362-9488 HOME ADDRESS FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) See Attached Sheet - �► ' ' +me- TELEPHONE N0. AGENT OR CONTRACTOR ' or ADDRESS ' DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used_ Please include locations of proposed signs. new single family home , Signed Owner-Contractor-Agent For Committee Use Only Ve This Certificate is herebyDp;proved, Dateed C mi mbers' Signatures: r I Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION Poured concrete Clear white SIDING TYPE cedar shingles COLOR NAtural (5" to weather) CHIMNEY TYPE N/A COLOR ROOF MATERIAL Architectural Asp t hal COLOR Black PITCH House & dormer Pitch per plan WINDOWSVinyl w •wood trim COLOR White SIZE Per plan 6-over-6 grills on front. 1x4 trim @ front windows/door 1x5 trim @ corners- TRIM COLOR White Therma Tru steel insulated entr�OLdoo s White DOORS �i nil i di -�� ass doors_ SHUTTERS N/A COLORS GUTTERS Front/rear 4" seamless alum COLORS White DECKS N/A MATERIALS GARAGE DOORS 9x7 Clopay raised panel COLORS White 3 in rear shed SIZE303 COLORS to match roof SKYLIGHTS dnrmar SIGNS N/A COLORS COLOR FENCE N/A NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT. Revised 11/98 ABUTTERS IT _ 16-015 ROGERS7VELMA 8 - JOHNSON,EDWARD f& M RAMAN, MARK 378 PLUM STREET P.O.BOX 143 WEST BARNSTABLE,MA 02668 FB WEST BARNSTABLE,MA 02668 .n MUMFORD,WILLIAM M Ln • NANCY J MUMFORD i 6-1 _ ' 350 PLUM STREET RICHARDS, DOROTHY K rr WEST BARNSTABLE MA 02668 BARBARA J K HILFERTY Nil a- _ -2 2 P.O. BOX 451 CROWLEY, EDWARD P&TRACIE QUID, MA 026376-51 404 PLUM STREET (Z' 7 '• WEST BARNSTABLE MA 02668 OUt - C3 r BURKE, PATRICIA MIr 36 MO LANE ROGERS-201238 1 ' CENTERVILLE,02632 i 196-008 DORRIS ELIZABETH 16$5 MAIN STREET e ! WEST BARNSTABLE,MA 02668 ; 19 -- L ROGERS-201238 KURRA CATHERINE MARIE i _ 01 D S gt BARBARA H 114 SYLVAN STREET ROGERS,DONAI- DANVERS, MA 01923 j 679 MAIN STREET 026� •• WEST BARNSTABLE MA " RITUCCI, ROBERT,TR ROGERS,RICHARD L&VANESSA PAINT REALTY TRUST ;, 1671 MAIL! STREET 02668 PO BOX 664 WEST BARNSTABLE,MA WEST BARNSTABLE,MA 02668 NOW _ - m _ FIRST LUTHERAN CHURCH FIELD, MICHAEL J i 1663 ROUTE 6A 02 MARILYN FIELD • WEST BARNSTABLE, MA IRYP 26 LOCUST AVENUE 02668 - - WEST BARNSTABLE MA MARVILL, HELEN MARKS 1-7 u°_10 r: 1636 MAIN STREET —0 ___ __ --- •• WEST BARNSTABLE. MA 02668 197-24 ROGERS-201T22-�j 238 RICHARDS, DOROTHY K SYRIALA, RUSSELL F&EDITH BARBARA J K HILFERTY CARL F SYRIALA i P.O. BOX 87 1630 MAIN STREET CUMMAQUID, MA 02637 �, WEST BARNSTABLE, MA 02668 _n r. rn Ln WASS, JOHN M o Postage 5 . 3 7 P.O. BOX 2295 Certified Fee 2.30 MA 02632 Q Postmark CENTERVILLE, m Here Return Receipt Fee (Endorsement Required) 1. 75 ru CD Restricted Delivery Fee __-___ O (Endorsement Required) . Postage $ 3/ O - Total Postage&Fees $ 4. 42 O O Certified Fee 2. 3 a Sent To " Postmark t+l m Return Receipt Fee .Here:, ,. N --------------------------•-----------------•-----•--------- • (Endorsement Required) 1. 75 Street,Apt.No.; ,� or PO Box No. ------------------------------------------------------------------------- C3 Restricted Delivery Fee ! p t L7 '(Endorsement Required) Ciry,State,ZIP+4 O Total Postage&Fees $j 4. 4 2 '•• •' C3 Sent To Street,Apt.No.; or PO Box No. City,3t8tC,ZIP+4 ED r I PLANT UST PLANTING NOTES y 1 LOWS SYM BOTANICA NAME 'tRMON NAME OTY SIZE SPACING 1 dxM*it rb Pb to su6mxuq dA to Wmne mrgNlrr fmrb wnn , I\ 413.06' z No NPlm�iiq�kwtdW amM are& and omotracttm br e.r mnp.dr In the•rm�.se. O�ry Ig Ilex glatue Inkotrry 15 2 ad. 3-4'O.C. 3 c„yrote,to vwHy a aura..m ma to a unit.. N/F PATRICIA M. Mp Myrica pennsylvaniea Bayberry 16' 2 gd. 3-4'O.C. a N t...I.a =;:b b."tl» d t> m rn.pm me en. m..a ^� 17 BURKE 60 Pm Prunus maritime Beady Plum 16 2 gd. 3-4'O.C. ~m'°t"t�'m'Mter d plmb•m m tr plan ell ta.P.a.a.fa s N contatr mould to a a—n mxar a mnn.m a e -th. LOT 1 '� Y,�"'" CID Comptonto peregrino S.sat Fam 2D 1 gd. Is O.C. a AN mega rya wrpy wen m.at..t.am,a the Amrlem.tmeQd to n.r y.tadto .aoouaq � 2 yB 3g� t 7 rQrr a emwG,.to sarrr Amnro apmHlm.•at ro ort to te.a.r... / a �' Ju��-•�r, �' a Aim m po iomte o�� Wit"wn inn of pre.rwrd oeeww. / \, Q I* T 70.0r toss ,b.1/3 Punt mar.tp--d nm..ea 1/3 eroaoe.a I 806* �� n Mohta cam to<a.er re a a..Ptmt►w. I (j N/F FIRST LUTHERAN CHURCH LOCUS MAP NOT TO SCALE v-A1- KEY MAP . SCALE: 1" = 80' or;> rs,— so ZAMr LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 S 05'48'15'W 41a08' ova LOT 1 ta7R000R ,k 'k 'k `O(,OO 2.0t ACRES mOO�m Pal;. .~ BORDERING ANDVEGETATm VOEM BORDERING GEf TATED 9� ,.fir i dye 3 te�Art o LOT 2 Nj rI Ap �t � zaMAPtc ow_ n N/F PATRICIA M. BURKE NPl 0� 'k 'k „� / g`T er,osetY eao•® �' _ �P �N� LEGEND UMUTY POLE / Fy057NC IIOILY X'Aw BOUNDEV51AW'WED • a , LAMP POSE O ism - �70[bT MID NO IF� B�IC YB;E77AAi®EIIND A 7D HE AaOCA LID Evswc ��iAwt "' I 1 I O D OSIING TREE EDGE OF CLEARING, SHED � I s nn®totc-zast �� v\ EMS LNG SPOT GRAM KA. DlSiD6 GRAD --Ie - RECCAPA'CrPROPOSED As swAr�SVSfaf'PJCIE SILT FENCE 0— AHD H07F C � J smAw BALES _ I 1 T '' rss• u,I, LAW Parr 5�,�-''NOur tR,, utw I. L GAIPAW A> M 1rrltar f� rOP I 4's'wwr ' t N 0478'21'E ` (;.' to MA.must 70.Ur ��, o-amt \ �:- tYtttff tortaff ... .. �}1O6g OJ IL,(--Ti T�1 I DOMING PAVED 0140MMY EDGE OF CLEARIIG I L- -1-J ♦v' fi05.50' --- Pt3E 9/S713A `O' Q•� DOWN C.I VIM.sdt Wfr�yR� Iloy a En S O43 5W W "Wie"d toter.s 1lrsa.rin/taM�sr�v (/aO1Y1Ppm+er Ors..a Mt��re r eMr My EMSTIMIC 3-500 GAULN 1 P��fi l�1 nit� YfYre►I - sErrtlG LEACHING t71Att�LS �9ID� �(/ 2v271vil Arm Hum-Qff AHO Raor-47ED 91ED 'L17C i B/1B/b2 Isa20CAlE LENT LIB M00C AQD PLAH7NNG !dR 7ARS it DATE DESCRFr" LOT .10 .NS N/F FIRST LUTHERAN CHURCHFILM PLAN Y I Ma o�Nv OF RENWA7M HIMME ���@ B� PREPARED FIR NOTES i FM IAHO LY RR� F MIN'S MICR IW-11 � YAW Do2.ASS S ZONM COMP AP BARNSTABLE �► 4.FLOOD:HAZARD MINIM C tiR•P� BCJLi LL BE]iCFDIWOC AS SIIOYRI 20 to 20 so SCALE: Y r 20' DATE:DULY t 2002 &TOPOORAPMC!FORA "BASED CM AN j T1hdrmw cnd ON TNH OWUM tIISIRIRENf SURVEY r ar iiiiiiT cm Ow aid wsvhor. 7.ELEVATIONS SHOIM!ARE BASED ON TIE NATIONAL i bur_ao ILL 200 mdh tnI I11DIMMM FJFMMETIC%XR7 x.DATUM. and 025 a REFERDICE PLAN BOOK 154 PACE 137 DRAM PJR,RI.RT=NW0g: 7 SifET 1 1 �, �S Pro Application to T0VW4 CLER' BA�NSTABLE, N}A�SS• ® il��'� igYjiUaip EgiAlt�Y i�tDrit Miotritt cDmmt PE 2(02 DEC -2 AN 10: 2 5 In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS Application is hereby made,with flour complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves•of Massachusetts, 1973, for proposed work as described below and on plans, drawings, o phnfngraphc arrOmTanTing this application for, CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: New ❑ Addition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign . ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑Other TYPE OR PRINT LEGIBLY: DATE ADDRESS OF P POSED WORK. 16,5 S i'1/4-y/J /99W ASSESSOR'S MAP NO. ITT OWNER ASSESSOR'S LOT NO. t HOME ADDRESS TELEPHONE NO. S 0,?' 73 7"9 9 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR Per TELEPHONE NO. 3 8-L ADDRESS 7C 7 BA 12-tJ O " 3 U DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. • Signed• Ow, on Agent For Committee Use Onlyrim cas SMew This Certificate is her Date v�Y Ap a Denied Com ittee Members' Signatures ti 1 Pr i Olf the0 YO c � or I i l� , �4 TH F TO DEP File Number: Massachusetts Department,of Environmental Protection Q �� Bureau of Resource Protection - Wetlands WPA Form 9A — "Enforcement Order Ai63� �� y r.ast Provided b DEP '- - Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 AND TOWN OF BARNSTABLE ORDINANCES ARTICLE XXVII A. Violation Information Important: When filling out This Enforcement Order is issued by: form's on the ,,r�i•��-G J�f computer, use Conserves ion Commission(Issuing Authority) only the tab Date key to move To: your cursor- j I I � do not use the c-. r V ow C .return key. Name of Violator I U64 lrl,/ / ) � Address 1. Location of Violation: Property Owner(d difiere t) Street Address City/Town Zip Code Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity: ct.. n e4c rJ U p� Gt LCxvt i sviv B. Findings The"Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: the activity has been/is being conducted without a valid Order of Conditions. the activity has been/is being conducted' in violation of the Order of Conditions issued to: 'Name Dated File Number Condition number(s) W A Fvr..SA " Re, C2,0": Pape i c•` I i r . Massachusetts Department of Environmental Protection °`-P Fide Number: Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order Provided by DEP Massachusetts Wetlands.Protection Act M.G.L. c. 131, §40 B. Findings (cont.) ❑ Other(specify): C. Order The issuing authority hereby orders the following (check all that apply): The property owner, his agents, permittees, and all others.shall immediately cease and desist frorrrr[the further activity affecting the Buffer Zone and/or we resour a areas o this pr perty. \nlc,�.k vf-t se�hc, r►�.cl�gi �.pkr� �,� ..�o�� i�•,,,-�. tfi � ❑ Wetland alterations result g from said activity should be corrected and the site returned to its original condition. ❑ Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Date No further work shall be performed ntil a public hearing has been held and an Order of Conditions has been issued to regulate said work. The property owner shall take the following action to prevent further violations of the Act:. Failure to comply with this Order may constitute grounds for additional.legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or(b) shall be subject to a civil penalty no' to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. Y.P;,Fa•r SL. ' Rer G2:X F-;e 2 C' Rogers—Enforcement Order continued Cease and desist cutting vegetation with Conservation jurisdiction. The area cut near the large shed shall be able to grow back unimpeded. The property owner shall file a Notice of Intent by February 11,2002 to try and seek approval for the shed and the deck. If the shed is removed outside of the 50' buffer zone,a Request for Determination application may be filed for the deck and shed instead. 0 I DEP File Number: 1 „ Massachusetts Department of Environmental Protection ' z Bureau of Resource Protection - Wetlands f° Vi. : WPA Form 9A — Enforcement Order Provided byDEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals/Signat.ures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Name Phone,Number Hours/Days Available Issued by: 2 ,l l r 1 S7AUC— CcO0 ftV ►10r� lhrnn-, �SSiI)� Conservation Commission In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the'Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signatures: Signature of delivery person or certified mail number **This Enforcement//'�Order will be -discussed at. the Barnstable Town Hall, Seckd)- A--QMAr�f,�. Room, 2nd Floor, �p,J �� Ze�2 starting at 9-` Art. during the Conservation Commission hearing. You are welcome to attend. V,?A Forn SA Re: 02/0C J F'NOPI'NT'/ADDRESS STATE IDENTIFICATION N 1 ZONING I DISTRICT CODE SP 0IS7S.I DATE PRINTED I I PCS I NFlRD 1i1BF KEY NO. CLASS 1o.55 ROUTE o-A 95 RF 500 05WS 07/09/95 11)),1 J,) SAJ al )o O11 _ LAND/OTHER FEATURES DESCRIPI ION ADJUSTMENT FACTORS 12185 2 ,.,,,,,,nv/oaa: s,.o vP UNIT ADJ'D.UNIT ACRES/UNITS VALUE oast„ E L L I 0 f T, P A U L 1! �; C H A R / CD rF,Dr:ruvnu¢s LOC./YR.SPEC.CI.ASS ADJ. COND. PRICE PRICE ptO" L E N E MAP- I L A.V 1) 1 3 8,8 0 0 CARDS IN ACCOUNT - L 10 1bLDG.SIT 1 X 1 J = 8 100 39999.9 31999.99 1 .00 3•-'J'JJ q ;LDG(3) -CARD-1 1 34,400 01 OF 02 A 11 1RESIDUAL 1 X 1 .1 J = 8 96 8000.0" 6144.0 1.10 6 6 u j 4dLDG(S)-CA;2D-2 1 17,500 CGST 90900 N d,)THER iLATURE 1 200 MARKET 108200 D BATHS 1 .0 U X C= 1L'0 3 5 CO.UC 3500.0C 1 .010 3iJl; J:'L '?+?.,)T- 5.1 1„•C �v daPIT S X C= 1U0 7.2 7.2' 3U0 511L.-d ( ;i2i( 13 7 uI!47 USt: A D lljl' Fy9(: APP? AISED VALUE D J A 90,900 A U PARCEL SUMMARY T S LAND 38800 A T GLDGS 51900 M )-IMPS 200 OTAL 90900 F E I _ N CNST N DEED REFERENCE Typa DATE�I �P R 10 P YEAR VALUE A T I Beok Paq� Inat. MO SwlOa P,ifa a n 38800 T S 9407/31afc [r1i!/94 115000 3LDGS 52100 D a351 /0.16: 1:10/93 91400 TOTAL 9090C R P082IEl '9"L [:77/92 A 1 E BUILDING PERMIT OFF R T 6 A...... SAmount LAND LAND-ADJ INCOi4E SE SP-OLDS I FEATURES BLD-ADJS UNITS Number Date Type 38300 2300- Class Cons,. Total Base RdIC Atl Rol¢ Fear Built A Norm. Dbay. Unrrs Vnits I A 1 9° Depr. GOntl. CND Lot %R G ReOI Cosl New Atli Read Value Stones He,ent Rooms R-11 B.tna /Fia. PMyw.l1 F.c. 01 C 000 100 100 61.00 61 .00 50 70 24 74 100 74 46500 i440ii 1 ./.1 5 2 1 .0 4.0 Oesc,ipbon Rate Square Feel Real Ctlsl MKT.INDEX: 1-()o IMP.BY/DATE. / SCALE: 1/01 .0 0 ELEMENTS CODE CONSTRUCTION DETAIL S BAS 100 61 .00 300 48800 A U SINGLE FAMILY DWELLING CNST z'P:00 T *-------------------40-------------- * STYLE---- ;- r):; ' ANC H 1 -- - - -- -- -- --------------- 0_0 ! cS[5N aDJ -- �l R 0.0 1 1 --------------- ------------------- --- U EXicK.N;;LL5 0t!9SrsESTOS J.0 1 ! gar/a C TYPE o),IL ------------ -- 0.0 1 ------------------rJ--- T IkT R.FINISN ILL' .0 1 , -------- U E -------- TNT'=[2_"aY+JUT I.)f 0.5 20 BASE 20 �f\T_;F. )U.4LT_Y J--SAiW ---E- A--_S EXT--_E-9-_-_- a_.0� - - R 1 1 Ci)Ua �TkJCT 3ii ---------------- ----- A W 10.0 E TOIalAreas Aua . Baa¢- 800 ! FOO>__TY�:- 3Urr - - - -----�_0 1 _ _ ______________________T BUILDING DIMENSIONS n.f� etc-TRtcAt - - ;Ji; 1 A dAS N2U E40 S20 W40 ._ + + -iiU?f6ATTU�7- X-------------------40------------------* ----- --------------1 JE:[GHBJRHOCIU 38Ac WEST BARPISTAEILE L LAND TOTAL MARKET PARCEL 38800 90900 AREA 13900 VARIANCE +0 +554 STANDARD 25 PROPERTY ADDRESS ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED STATECLASS I PCS I NBHD CL-LIQ£NTIFICATION rWjW KEY NO. 1655 ROUTE 6—A OS RF Su0 05'WO 07/09/95 10')1 JU 6 1 A 1 R1vo Jil . 12185- LANDIOIHER FEATURES DESUMPf1ON ADJUSTMENT FACTORS UNIT ADJ'D.UNIT C: D l..lrrrl b"Da". $' 'Dunensrun 1 eD FF.pr:nnmores LOCJVR.SPEC.CLnSS ADJ. CONE. P PRICE PRICE ACRES/UNITS VALUE Descriplron L l I O I T %+U L '! d C H A R r V E MAP- S' IN ACCOUNT - L aATHS 1 .0 U X I D= 100 2700.0c 2700.00 1 .00 27U0 J 02 OF 02 A — NO 8SPIT S X D= 100 7.85 6.12 450 23=JL—cJ COST —7UVW N — NO HEAT S X I D= 100 2.35 1.83 450 �YARKE.T 108200 SHED S ri X 10 194t. D= 23 ll .til 2.4L 'JL F 1..•<C 0m A I IJS_ D IPPRA.ISED VALUE 0 J A 90.900 A ARCEL SUMMARY T U � AND 38800 A T 3LDGS 5190C M -IMPS 200 E OTAL 90900 F + CtcST E N DEED REFERENCEI Tye DATE Reco,de, RIOR YEAR VALUE In51. $wle�Priq. A ewk Page Mo. yr.DI AN D 38800 T a °LEGS 52100 U OTAL 90900 R E BUILDING PERMIT S Number Del. Type Amount LAND LAND-ADJ INCOME SE SP-131DS FEATURES BLD-ADDS UNITS 200 900- COn51. Total r B 'It Norm. Ob,I T Class Unils ls Base R.I. Adl R.I. A u I 1 I Ago Depr. Con". CND Loo %R.G Repl Cosl No. Ad, Repl Value Slone_ Hergnl Rooms Bed Rma B.Ins •Fia. P—".Il F.e i 01D+ 000 100 100 53.45 53.45 40 70 24 74 100 74 23697 17501 1 .J 31 1 1 .0 4.0 Descriplron Rple Square Fool Ropl.Cost MKT.INDEX: 1' C) IMP.By/DATE: / SCALE: 1/00.7 4 ELEMENTS CODE CONSTRICTION DETAIL S Fj 100 53. 15 450 2405.3 L I t ; :, FWD 35 8.50 64 544 *-----13---* `"TYLE 09 OTTAGE T I I c ------- ..-0R � 10 10 XTcR:7a-0L S -Ii1-.4D-UU-F??-AM2-------? OU U ! I rATlAC-T•fPE -JTq'OWE--------------1J".-0 C " * RT"E-R F-1Xf3H 11C- ------------------U:O T ! NTc-R.LA_rG0T" JT-------------------�:0 R ! BASE ! -NGTcE?:Fl"J-ALTT IZ AiTE-4 -EXT_-Y.---rT.O R ! F CDifiT"STR-UCT" --JO -------------------0-.0 A W 20 20 EFLD I`R CDVER -JO ------------------ T'0 L E TplalAreas AVs_ 54 Bpse _ 450 ! ! 2OUT--TY?F-- ;ICI ------------------�.-0 BUILDING DIMENSIONS ! ! -C E;,T R I:—L Ju D- 0 T SAS NL E01 N1 E13 S10 E02 220 I ! OTJN7A7iTiN JC --"--------------9-g--9 A W16 BAS FWD E04 S08 'c03 N08 ! _� -------------- - --- --------------------'-- I W08 W04 .. L FWD 8 LAND TOTAL MARKET ! ! PARCEL *--8--* AREA VA'RIA.NCE +0 +0 STANDARD [ ] [R196 011 . ] LOC] 1655 ROUTE 6-A CTY] 05 TDS] 500 WB KEY] 121852 ----MAILING ADDRESS------- PCA] 1091 PCS] 00 YR] 00 PARENT] 0 ELLIOTT, PAUL W & CHARLENE MAP] AREA188AB JV1287040 MTG12012 25 MECHANIC STREET SPl] SP21 SP31 UT11 UT21 2 . 10 SQ FT] 800 FOXBORO MA 02035 AYB11950 EYB11970 OBS] CONST] 0000 LAND 38800 IMP 51900 OTHER 200 ----LEGAL DESCRIPTION---- TRUE MKT 90900 REA CLASSIFIED #LAND 1 38, 800 ASD LND 38800 ASD IMP 51900 ASD OTH 200 #BLDG(S) -CARD-1 1 34 , 400 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #BLDG(S) -CARD-2 1 17, 500 TAX EXEMPT #OTHER FEATURE 1 200 RESIDENT' L 90900 90900 90900 #PL ROUTE 6A OPEN SPACE #RR 1387 0047 COMMERCIAL INDUSTRIAL EXEMPTIONS SALE110/94 PRICE] 115000 ORB39407/318 AFD] I TE LAST ACTIVITY110/21/95 PCR] Y R196 011 . A P P R A I S A L D A T A KEY 121852 ELLIOTT, PAUL W & CHARLENE LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RF 38, 800 200 51, 900 2 A-COST 90, 900 B-MKT 108, 200 BY 00/ BY /00 C-INCOME PCA=1091 PCS=00 SIZE= 800 JUST-VAL 90, 900 LEV=500 CONST-C 0 ----COMPARISON TO CONTROL AREA 88AB -- --MAY NOT BE COMPARABLE-- NEIGHBORHOOD 88AB WEST BARNSTABLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 388001 LAND-MEAN +O. 909001 97303 IMPROVED-MEAN -4706 2506 ] FRONT-FT 11 100 DEPTH/ACRES TABLE 02 8001 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR] AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] R196 011 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 121852 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR %CMP NEW/DEMO COMMENT i � �^ yp4 TD Y ICY , Massachusetts Department of Environmental-Protecti'o_n r v' , �4,� DEP File Numbe;: Bureau of Resource Protection - Wetlands t t IRTir , WPA Form 9A — Eforcement Order i6JQ, - JLUL , Provided by DEP n Massachusetts Wetlands.Protection Act M.G.L. c. 131, §40 01(l,Y�" AND TOWN OF BARNSTABLE ORDINANCES ARTICLE XXVII A. Violation Information Important: When filling out This Enforcement Order is issued by: form's on the PrxrN1 s 1 A�w t-e only the t use Conservation Commission(Issuing Authority} only the tab Date . key to move To: your cursor- do.not use the I.�f . �Pf- 1 retum key. Name of Violator /loss rf1G i ,�JQ+- Address MA OZ.66g 1., Location of Violation: col l� 0C n c Property Owner(if difrere t) Street Address City/Town Zip Code Assessors Map/Plat Number Pardel/Lof Number 2. Extent and Type of Activity: Un N ,rJ U tr CIL ✓�VL i V. m dz L 15, ,nJ t Ot A f B.Tindings ' The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: the activity has been/is.being conducted without a valid Order of Conditions. the. activity has been/is being conductor- in violation of the Order of Conditions issued to: Name Dated File Number Condition number.(s) Re,CbOt Pale ' DEP File Number: Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands .WPA Form 9A — Enforcement Order Provided by DEP _ - Massachusetts Wetlands.Protection Act M.G.L. c.. 131, §40 B. Findings .(cont.) ❑ Other (specify): 'C. Order The issuing authority hereby orders the following (check all that apply): The property owner, his agents, permittees, and all others.shall immediately cease and desist frorg the further activity affecting the Bufferr Zone and/or wetland resource areas o this property. } WV� d/� Se�hc, ✓*�y. � COn�inuC.� �ht'ty� S.�m��'�� /��>> �fa� �� wDiK � . ❑ Wetland alterations resuftlfig from said activity should be corrected and the'site returned to its original condition. ❑ Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by.the Act and Regulations shall be filed with the Issuing Authority on or before Date No further work shall be performed ntil a public hearing has been held and an Order of Conditions has been issued to regulate said work. The property owner shall take the following action to prevent further violations of the Act:. Failure.to comply with this Order may constitute grounds for additional.legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment: or(b) shall be subject to a civil penalty not to exceed twenty-five thousand doflars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. R G2'1G Rogers—Enforcement Order continued Cease and desist cutting vegetation with.Conservation jurisdiction. The area cut near the large shed shall be able to grow back unimpeded. The property owner shall file a Notice of Intent by: 11,2002 to try and seek approval for the shed and the deck. If the shed is removed outside of the.50'buffer"zone;a Request for Determination application may be filed for the deck and shed instead. 1 DEP File Number: Massachusetts De mental Protection artment of Environ ��. p Bureau of Resource Protection - Wetlands Provided.by DEP WPA Form 9A — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals/Signat.ures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but maybe filed in Superior Court. Questions regarding this Enforcement Order should be directed to:- Name Phone.Number Hours/Days-Available Issued by: l N N51 lOIe- �a tVFrJ njrn.,., Conservation Commission In a situation regarding immediate'action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signatures: signature of delivery person or certified mail number **This Enforcement Order will be discussed at. the Barnstable Town Hall, -5`d cch-,— .C(ng end'L P.00m, 2nd Floor, 'J�gn1 IS ZC�JZ starting at q-`CO AM. during the Conservation Commission hearing. You are welcome to attend. 1 ; , W?A Forte SA P-;e Re: 02/o0 .12/17/2003 13:27 15083621314 HLRINC RAGE 01 R.D.A. Inc. ----------------- 298 Route 130 MO Sales CenterSandwich,MA 02563 REALTY DEVELOPMENT M Route 44 (508) 888.4212 Fax:888,4211 A L-dkeville,10A C, A. -T-1.- S (508)946,3572 Fax: 946-3571 December 16, 2003 Ms. Holly Rogers 1655AAlainStreet We.9t,Barnstable, MA 02668 Dear Holly, This Morning it was brought to my attention that there was a problem with the connection with the underground electrical of your new home. I was also notified that you have hired an outside electric contractor to finish the job. Please note that there is liability involved with electrical work and RDA Inc. cannot accept the liability of a contractor that was not hired by us. We have received special permission form the Barnstable Building Department for you to store your ftn-nit=-Insid your new home. Ms will help you to maintain you December 19 moving date for your furnituret This does not give you pennission to,�—Iove-inrto the house==o�rtake 7occupancYy-th�ereo.'. You cannot move into the house until the Certificate of Occupancy is turned over to you. If you have any further questions, please do not hesitate to contact myself and/or Connie. Happy Holidays to you and your family. Cord'or N, Don-ShhWman DS/wm 03 Custom Built Modular Homes • Land Development Web Site: www-RDAmudularhomes-com 9 c-mail: REAORDAmadularhommcom °FTME T°y Town of Barnstable Regulatory Services s s ` sa MASS i e Thomas F.Geiler,Director i639. �0� 'OTF039 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 3, 2004 Don Shulman RDA Inc 298 Route 130 Sandwich,MA 02563 Re: Bond release for 1655 Main Street, West Barnstable To Whom It May Concern: Please be advised that an occupancy permit has been issued for the above referenced property. The Town of Barnstable has no further interest in any bond posted against damage that might be done to the roadway during construction on this property. Sincer , Sheri Theroux Division Assistant q/forms/bondre12 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- Map /96 Parcel Off/ Application # o�d 15 S Health Division Date Issued Conservation Division - Application Fee Planning Dept: Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH ri _ Preservation/ Hyannis Project Street Address S MAIM Village Zldlsee 1VMWAllc Owner cd!y .t. egle s Address/6�.5'�ly/M .LJ.B,�,p�Is�v�/c A4Q w4gb? Telephone .5a f 7-RI47 Permit Request/djrou. swAj?EtFcna,e.FggcLs onl moFaF"sreAed Meuse,w/,oNV UMPAP4 1F',opP1i4,OBJX X-1Z9P. IAWD_FVAr AV 4XVICA/ 74-1 B6Ada' 'v/&ate Square feet: 1 st floor: existing proposed — 2nd floor: existing — proposed — Total new Zoning District RF Flood Plain Groundwater Overlay Project Valuation 9000.oo Construction Type -- Lot Size — Grandfathered: ❑Yes A/A1]No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(# units) A auto' Age of Existing Structure �cs Historic House: WYes ❑ No On Old King's Highway: Yes ❑ No Basement Type: 0 Full --fa AAW7- ❑ Walkout . ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing — new Half: existing new Number of Bedrooms: — existing =new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gee-,dAfOii' 0 Electric ❑ Other Central Air: -B'Y40 8 No Fireplaces: Existing —• New — Existing wood/coal stove:� —No :_� .� Detached garage: ❑ exisli WA new size_Pool: ❑ exisfir4/4 new size _ Barnm© ex+s#WAb— -w size_ Attached garage: ❑ existrWA neTiv size _Shed: 0 exis4ingkg HM size Othe0 Zoning Board of Appeals Authorization ❑ Appeal # - -- Recorded ❑ a 5,. Commercial ❑Yes )dNo If yes, site plan review# r, > _r Current Use Proposed Use — AJO CNG -- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �A/O f.�ls `oat _,„c,r Corn. Telephone Number 7,f/- &6- 741P9 Address y/.l„fjar��ag�vN ���ree LL License #��S /vorw�11 A.IoV Home Improvement Contractor# Email Cowl Worker's Compensation #N-4746& oas� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .s. o�a�•, sir SIGNATURE c DATE 0127/44' i FOR;OFFICIAL USE ONLY APPLICATION# DATE ISSUED a MAP/PARCEL NO. ADDRESS VILLAGE y j ' OWNER- DATE OF INSPECTION: , FOUNDATION FRAME - , . •tip; ' r INSULATION T I' FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL ' "FINAL BUILDING - DATE CLOSED OUT. ASSOCIATION PLAN NO. - t i Barnstable Old Kings Highway Historic District Committee w� b 200 Main Street,Hyannis,MA 02601,TEL: 508 j862-4787 Fax 508-862-4784 !ate° APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate'of Appropriateness under Section 6 of Chapter 470.Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for. Check all categories that apply, 1. Building construction: ❑ New ❑ Addition ® Alteration 2. Type of Building: © House ❑ Garage/barn ❑ Shed 0 Commercial ElOther 3. Exterior Painting,roof ❑ new roof Elcolor/material change,of tri i,siding,window,door 4. Si n : ❑ New Sign ❑ Existing.Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence, ❑ Wall ❑ Flagpole- ❑ Retaining wall ❑ Tennis court '® Other solar 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date 7,/16/2015 NOTE AB applkations must be signed by the current owner Owner(print): Holly L Rogers Telephone#: 5 i 08-737-9467 Address of Proposed Work: 1655 Main Street(Rte 6A) Village W.Barnstable Map Lot# 196/011 Mailing Address(if different) Owner's Signature -r-,e Description of Proposed Work: Give particulars of work to be done: install solar electric panels on rear facing roof. I Agent or Contractor(print): SolarCity Corporation -Nila Miller Telephone one#: 781-816-7489 Address. 160 Corporate Park Drive,#2240,Pembroke,MA 02359 Contractor/Agent'signature: For committee use only. This Certifi�te is hereb APPROVED DENMN Date 8 (5- Members slgaatu RECEMDEEC lc� t�'AR 1NA 12015 GROWTH'IMAIv1AGENISIN r �Q P )� tio15 van of ea ay N 9rW ()kd K`amm�tt00 1 Q:\Boards and CammissionsWld Kings Highway\OKH AppGrationAOKH DRAFT 2011 Cen Appmprialene s DRA - t CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type:(Max. 12"exposed)(material-brick/cement,other) YPe � Siding Type: Clapboard shingle_ other Material: red cedar white cedarother Color.. Chimney Material: Color. Roof Material: (make&style) Architectural shingles I Color: gray_ Roof Pitch(s): (7/12 minimum) 3/12 _ (specify on plansfortwu,buildings,major additions) Window and door trim material: wood other material,specify Size of cornerboards size of casings(1 X 4 min.) color Rakes Ist member 2'd member .Depth of overhang Window: (make/model) material c i for (Provide window schedule on plan for new buildings,nuijor addilions) Window grills(please check'all that apply_: true divided lights exterior glued grills_ grills between glass_removable interior_ None Door style and make: i material Color: Garage Door,Style Size of opening Material Color Shutter Type/Style/Material: Color. I Gutter TypetMaterial: Color. Deck material: wood other material,specify .� olor. 1 Skylight,type/makeJmodel/:I mat Color. Size: Sign size: Type/Materials: �a h 2� Color . 1:, arnscaC6lor. Fence Type(max 6' )Style ' material: n�\ Okd Committee GROWTH MANAGEMENT Retaining wall: Material: + Lighting,freestanding on building illuminating sign OTHER INFORMATION:' Suniva O.Rtimus Black Solar Panels THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMI i TED t Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,Lamp posts etc { Nila Miller Signed: (plan.preparer) �t�----- �--�--��' Print Name 2 QA6wrds and Cownissions\Old Kingt HighwuiAOKNAppacadons\OK11 DRAFT2011 CertAppropriateness DRAFT.doc s -,,.Sol " Ity (VAINIER AUTHORIZATION Job A Property Address: 16S I`'�� KA �✓ CS.c-11le ,/yA l as Owner of the subject property 1&reby .uthorize LARCITY CORPORATION to act on my behalf, in all matters relative to wor authorized by this building permit application. � natur of 0x r: Date: y su Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 P Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Update Address and return card.Mark reason for change. Address ,r 1 Renewal Employment ' Lost Gard Q'$-CA, G 5OU. d 04.0+�it0l2r I �• ./qo ,+,•(7/N Office or Consumer Affairs&Business Regulation License or registration valid for individul use only before e expiration iration date. If found return to: { HOME IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plasa-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI CA� v WALBOROUGH,MA 01752 — -�- Undersecretary Not vali without signature t�� '+1Hxattr,Itiasotts iS�upd►ilrnenl �f �,aa! $.►t[�1, �- Board of !34"fIcllrty Rcej whorls p-u 56°1tta irds d0rtrle CS-107663 266 ELLS 20ti BAKER STREET- Keene NH 03431 08/29/2017 I 1. ' Ct' 41� Q ,IIJJrI ll�ll� ! 6 Office of Consumer Affairs nd Busines97 s�Reguation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116' Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3i8i2017 NILA MILLER -- 3055 CLEARVIEW WAY SAN MATEO, CA 94402 - Update Address and return card.Mark reason for change. SCA1 ie 20M-05l11 ❑ Address ❑ Renewal ❑ Employment ❑ Lost Card ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: y J- Office of Consumer Affairs and Business Regulation Registration: i68572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement S:ard Boston,MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET BLD 2UNI AAALBOROUGH,MA 01752 Undersecretary Not valid without signature I ' �\ The Commonwealth of Massachusetts Department of Industrial Accidents > 1 Congress Street,Suite 100 < Boston,MA 02114-2017 www.mass gov/dia Al"orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Atonticant Information Please Print Legibly Name (Business/Organi7ation/individual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo, CA 94402 Phone M 888-765-2489 Are you an employer"Check the appropriate box: Type of project(required): I.®I am a employer with 9000 employees(full and/or part-time).* 7. New construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3.[]1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4,a 1 am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10[]Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees. l2.Q Plumbing repairs or additions 5�1 am a general contractor and i have hired the sub-contractors listed on the attached sheet. 1 .�Plumoof repairs These sub-contractors have employees and have workers'comp.insurance) 6.[—]We arc a corporation and its officers have exercised their right of exemption per MGL c. 14.©Other solar panels 152,§I(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box NI must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating Utey am doing all work and then hire outside contractors must submit a new affidavit indicating such. rContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins.i.ic.#: WA766DO66265024 Expiration Date: 9/01/2015 .lob Site Address: 1655 Main Street (Rte 6A) �•ity/stateaip: W Barnstable, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the D1A for insurance coverage verification. I do hereby certify under flee nni v and Penalties of perjury that the information provided above is true and correct i afore: r'/« Date: 4/9/2015 Phone#: 781-816-7489 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: CO CERTIFICATE OF LIABILITY INSURANCE °08r&20D°'YYYY' AC � �@9/2(1,4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemerd(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES PHONE T FAX 345 CALIFORNIA STREET,SUITE 13DD a o Eat A/ No): CALIFORNIA LICENSE NO.0437153 -MAIL SAN FRANCISCO,CA 94104 ADDRESS. INSURER(S)AFFORDING COVERAGE NAICO 9RW1-STND4GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B:Liberty Insurance Corporation 42404 SolarCity Corporation INSURER C:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-=440269-02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AD SUER POLICY NUMBER OLIC EFF YYYI IPOUCY EXP LIMITS A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/0112015 EACH OCCURRENCE g 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occunenm $ 1�'� CLAIMS-MADE a OCCUR MED EXP(My one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ Z0001000 X LOC Deductible $ 25,000 X POLICY PRO A AUTOMOBILE LIABILITY AS2-661-M65444 09/01/2014 09/01/2015 EMeI WISINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) i X X NON-0WNED PeOPDAMAGE $ HIREDAUTOS AUTOS X Phys.Damage COMP/COLL DED: $ $1,000/$1,0Dt1 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-WADE AGGREGATE $ DED I I RETENTION$ $ g WORKERS COMPENSATION WA7-66D-066165-024 ROOM 4 57950615 VIIC STATU- OTH- AND EMPLOYERS'LIABILITYEEL B ANY PROPRIETORIPARTNERIEXECUTNE Y/N WC7 661-066265-034(WI) 09/01/2014 D9/01/2015 1,000,000 g OFFICERIMEMBER EXCLUDED? � NIA WC DEDUCTIBLE:$350,OOlY EL EACH ACCIDENT $ 1,000,000 (Mandatory In NH) EL DISEASE-EA EMPLOYE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ LIL DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD tot,Additional Remarks Schedule,H more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Math,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo • C�, ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Version#41.5 RU ;.15olarCit ® ---- � 4, IO ANIOR D. WHITE STRUCTURAL December 12, 2014 U.)No.47319 Project/Job# 026688 �� ��GiS'ftiF�� `C RE: CERTIFICATION LETTER NAL Y_� Project: Rogers Residence 1655 Rte 6A W Barnstable, MA 02668 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL = 7 psf, Roof LL/SL = 23.1 psf(Non-PV Areas), Roof LL/SL = 23.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19774 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Digitally signed by Andrew Andrew White, P.E. White Structural Engineer Main: 888.765.2489, x2377 Date:2014.12.12 17:16:21 -05r00r email: awhite@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-102$ (888)SOL-CITY F(650)638-1029 solarcity.com Az ROC 243771.CAMLB 883101.CO LC ED41,CT HIC CE38778,CSC HN'71101466.CP.:RI3 i 1101406,HI CT-i9770.MA HI.;16ES72,V.D 1,4KC 12,,894©.NJ 15VK61E13C=, 09 CCB 130493,PA 077343,TX TDLR 27,706,AKA(*[;L.._CA Mf,•91907©2013&C!3ruty.A:I rrgh10 ro=rvc9, 12.12.2014 Version#41.5 PV� System Structural .0-•.,;SolarCit y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Rogers Residence AHJ: Barnstable Job Number: 026688 Building Code: MA Res. Code, 8th Edition Customer Name: Rogers, Holly Based On: IRC 2009/IBC 2009 Address: 1655 Rte 6A ASCE Code: ASCE 7-05 City/State: W Barnstable, MA Risk Category: II Zip Code 02668 Upgrades Req'd? Yes Latitude/ Longitude: 41.697040 -70.353224 Stamp Req'd? Yes SC Office: South Shore PV Designer: Linda Huie Calculations: Justin Arbuckle EOR: Andrew White, P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19774 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP A • � � Ali - • • • � • � • - - ♦ 1655 Rte 6A, W Barnstable, MA 02668 Latitude: 41.69704, Longitude: -70.353224, Exposure Category: C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf HardwAssembly Weight sf 0.5 sf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MPi Roofing Type Comp_Roof ( 1 Layers)_ 2.5.psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5_psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted_Ceiling No Miscellaneous Miscellaneous Items 1.3 sf Total Roof Dead Load 7 psf MPi 7.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L4 20.0 psf Table 4-1 Member_Tributary_Area Ate < 200 sf Roof Slope 4/12 Tributary-Area-Reduction Rl 1 Section 4.9� Sloped Roof Reduction RZ 1 Section 4.9 Reduced Roof Live Load Lr 4= L (R1)(Rz) Equation 4-2 Reduced Roof Live Load Lr 20 psf(MPI) 20.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 160 I Horiz. Distance from Eve to Ridge W 19.0 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C. Partialll O posed Table 7-2 Snow Thermal Factor 4 Structures kept just i above freezing Table 7-3 1.Minimum Flat Roof Snow Load (w/ Rain-on-Snow Pr-min 23.1 psf 7.3.4&7.10 Flat Roof Snow Load Pf pf= 0.7 (CJ (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding SurFounding Roo Surface Condition of Surrounding Roof CS_roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf . ASCE Eq: 7.4-1 Surrounding Roof Ps-root 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules 4_P Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Ps_°"= (Cs_ ")Pf ASCE Eq: 7.4-1 Modules Ps-°" 23.1 psf 77% Simpson Strong-Tie Truss: MP1 PmjectName: Rogers ' a Component Sol utionSTM Date: 12/12/2014 3:01:39PM Truss Page: 1 of Version:5.7[Build 71 Span Pitch Qty OHL OHR CANT CANT PLYS Spacing WGT/PLY 14-0-0 3.5/12 1 1-2-0 0-M 0-0-0 0-M 1 24 in 47 lbs 15-2-0 1-2-0 7-0-0 7-0-0 7-0-0 I 14-0.0 1.5x3 l 3 12 3.5 3x4! v 2 d� h v oS d 3x4- 1 6 5 1x4! 0-0.0 0-6-0 3x3- 5.6-0 B-6-0 5.6-0 I 14-0-0 Loading General CSI Summary Deflection U (lot) Allowed Load (pso Bldg Codc: IBC 2009/ TC: 0.62(2.3) Wn TL: 0.2 in L/789 (4-5) L/180 Roof Snow(Ps): 23.1 psf TPI I-2007 BC: 0.61(5-1) Wn LL: 0.05 in 1,/999 (5-1) 1,1240 TCDL: 7(mhe) Rep Mbr Increase: Yes Web: 0.30(24) Hot.TL 0.03 in 4 BCLL: 0 D.O.L.: 125% Creep Fator.Kcr=1.5 BCDL: 6 Plate O(fsets(JntXY.Ang)t (1:5-9.2-0.0.) (2:04).3-10,16.)(3:1-12.4-2.90.) (4:3-8.3-8.0.) (5:0.0.3-8.49.) Reaction Summary IT T}pc Brg Combo Brg Width Material Rqd Brg Width Max React Max Gm Uplifl Max MWFRS Uplifl Mar C&C Uplig Max Uplig Ma'Hodr. •I Pin(Wall) 1 3.5 in Steel 1.50 in 629 lbs - - - - 0 lbs 4 H Roll(Wall) 1 3.5 in Steel 1.50 in 556 lbs - - - 0lbs Material Summary Bracing Summary 1C SPF 92 2 x 4 TC Bracing: sheathed or Pudins at 4.94).Pudin design by Others. BC SPF 92 2 s 4 BC Bracing Sheathed or Pudins at 10-04),Pudin design by Others. , Webs SPF N2 2 x 4 Loads Summary [)This truss has been designed for the effects due to 10 psfbottotichord litc load plus dead loads. 2)This truss has been designed forthc effects ofa balanced design snow load(Ps-23.1 pso for hips/gables in acordanee with ASCE7-05 with the following uscrdcfrned input 30 psfgmund snow load(PA 78main Category C,&posure Category Partially&posed(Cc=LOX Building Category 0(I=1.0�Thcn nl Condition Cold tentilated(Ct=1.I),Roof Slope Factor(Cs-1.00).DOL-1.15. 3)7his truss has not been designed for the cffocts ofunbalanccd snow loads. 4)In addition to the snow Ioadingspeei0ed on Otis drawing this truss has also been designed for a mof lite load(rCLL)of20 psf 5)Minimum stomw attic loading in accordance with IBC Table 1607.1 has been applied - Load Case D 1:Std Dead Load Distributed Loads Mcmba Location I Location 2 Direction Spread Stan Load End toad Trib Width Top Chd •1-2.0 14." Down Ratx 3 psf 3 psf 24 in Member Forces Summary Table indicates:Member to,ntax CSI,max axial fotee.(max wrrpr force ifdifferent from max mial force) TC 6 -1 0.108 22lbs 1-2 0.589 -1,270 2-3 0.622 -78 lbs BC 4-5 0.566 1071 lb; 5-I 0.612 1,1731 16s bs Webs 2-5 0.083 366 lbs 124 0.295 -1,118 lbs 134 0.058 •194 lbs Notes: I)Whcn this truss has been chosen forqualityassurancc inspection,the Plate Placement Method pa TPI 1.20021A3.2 shall be used.Cq=1.17. 2) ®indicates continuous lateral restraint(CLR)required at the locations)shown.Rows ofCLR must be adequately diatpnally braced,see D-WEBCLRBRACE. Foraltemmites to CLRs and diagonal bracing see D-WEBREINFORCE, l NOTICE Acupy ofthis design shall be furnished to the creetion contractor.The design ofthis inditidual truss is bated on design criteria and mquirements supplied by IheTmss Manufactumrand mlics upon the acuracy Simpson Strong-Tie Company and completeness of the infomation set forth by the Building Designer.A sent on this drawing indicates acceptance ofpmfcssional engineering responsibility solely forthc truss wmponcni design shown.Sce the wter paw and the"Imponnnt lnfonnation&General Notes"page for additional information.All connector plates shall be manufaturtd by SiuTson Stmng-Vc Conpany,Inc in accordance with ESR-2762.All connector plates are 20 gauge,unless the speeifted plate sire is followed by a"-18"which indicates an 18 gauge plate,or"SN I8",which indicates a high tension 18 pug plate. [CALCULATION=OEUESIGN-WIND LOADS=M-P! Mounting Plane Information Roofing Material Comp Roof PV System Type Solarcity SleekMount'"' Spanning Vents No Standoff Attachment Hardware Comp Mount TVDe C Roof Slope 160 Rafter_ pacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only Tile Reveal Tile Roofs Only NA Tile Attachment System Tile_Roofs_Only NA _ ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design_Method Partially/Fully Enclosed,Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C _ _ Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 . Table 6-3 Topographic Factor _ Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9' sf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G D.,, 0.45 Fig.6-11B/C/D-14A/B Desi n Wind Pressure p p = qh(G ) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 19_sf_ PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 388_Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca a ity DCR 77.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait _ _ _ _ 48" __ _ 64" Max Allowable Cantilever— Portrait_ 19 _ NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21.sf PV Assembly Dead Load W-PV 3 psf Net Wind.0-lift at Standoff _ T-actual _ _-432_lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Dernand/Capacity DCR 86.3% • r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ea- OF Map Parcel � ., Permit# Health Division 0E 6 lei i e Date Issued Conservation Division A Or v s,,r - S E A-t7 ,� �iw plication Fee P s� �� p Tax Collector Dc 2f) f oaer Permit Fee 30 10L .._o-. Asjoc . 11 Treasurer u1 !� ----�. SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITIA-' ° Date Definitive Plan Approved by Planning Board ENVIRONMENT A� �:Gi�c-AND Historic-OKH �1 Pe ervation/Hyannis - TOWN REGULATIONS Project Street Address S� Village r ��- Owner p G Address ,_1 29( Q 6L'S Wow— Telephone ) a _ Permit Request ,ea 4 d, 2aE /), X c�28, .Y�r en Dn rc.� Q:iQ C&6L -fa hQu Square feet: 1 st floor: existin proposed 2nd floor: existing proposed Total new Zoning District IJ Flood Plain Groundwater Overlay Project Valuation /a,Odd Construction Type AX2032 Lot Size 4-012 ao l Grandfathered: ❑Yes 4No If yes, attach supporting documentation. Dwelling Type: Single Family °6 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: Oes ❑No Basement Type: y Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing .3 new First Floor Room Count .3 Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes `I(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes VNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:']existing ❑new size Shed existing ❑new size J�(a Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION 1� '7-7 6 `7� � '�- Name- ATelephone Number 60& -7 7,0'- Address ka 02 License# 0—S Home Improvement Contractor# 1A (o Worker's Compensation UW A(oa_ o?-0-2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE - I FOR OFFICIAL USE ONLY w •4 . PERMIT NO. DATE ISSUED i I MAP/PARCEL-NO. ADDRESSR, VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION S a tV pk- { FRAME 0� �"1 S'= S' 6 �" INSULATION - 1 I ' FIREPLACE' " 't ELECTRICAL: ROUGH FINAL._ f PLUMBING: ROUGH FINAL _ y GAS: ROUGH FINAL .. ' FINAL BUILDING M y M DATE CLOSED OUT t ASSOCIATION PLAN NO: Y�j , t r The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washing ton Street Boston,Mass. 02111 Vyorkersr'CoIn ensation Insurance Affidavit-General Businesses r,•i rrri rii r /rriiiiai rill��� �,� � , , , .r , .���� � � � ��� name: address: state: u�1 hone -7 5 ci a work site location full address: • ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑RestaurantBar/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) ❑I am an em toyer with em to ees(full& art time). ❑Other �I am an employer providing workers' compensation foamy employees working on this job. com any name: address:' city: bone#• ,•.,, •- . .. .. •: '. ;'>:.::'. Olio. #`. .:: ...::..: ••..:.: .::• , .;..: .: .. . instirance.cbd.: /// VI ///// / am a sole proprietor and have hired the independent oontractois listed below who have the following workers' compensation polices: col]]a, siddre9sl.:. p''; .'�t lions'#.:' ��/'.' .:. .•',° '„•...•TDLJ'•U`�•C�`,•'.., _ insurance co. �` `' pof Ciri:: fnsura»ce co.::: :. .. . / Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or. one years'imprisonment as well as civil penalties in the form of a STOP'WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DlAfor coverage verification, I do hereby certi ture Print name nde he pains and nalties of perjury that the information provided above is true and correct Signa Date �• Phone# ham.. ors=.�� � xc�w' '�.�r�;�,.�;�_�,'-,��` ��sc `��' ----•� oMetal use only do not write in this area to be completed by city or town official city or town: permit/license# [)Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑]3calth Department l contactperson phone#; ❑Other (revised Sept.2003) ' r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service'of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of;Industrial Accidents for confirmation of insurance coverage. .Also be sure to'sign and"date the, affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being j requested, not the Department of Industrial Accidents. Should you have any questions regarding the-"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number-listed below. City or Towns _ Please be sure.that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be-sure to fill in the perirrit/license number which will be used as a reference number. The affidavits may be returned to . the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank ybu in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts -. Department of Industrial Accidents Off["of ImstlBatlons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 �FIKE 1p Town of Barnstable ° Regulatory Services BsT^B Thomas F.Geiler,Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 1.42A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Estimated Cost ./ ODD Type of Work: I 'l `�� Address of Work: Owner's Name: �G Date of Application: I hereby certify that: Registration is not required for the following reason(s): QWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of tmhS1 owner. Id-I - Date C tr ctor Name Registration No. OR Date Owner's Name Q:focros:homeaffidav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE I New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>12.0.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 56.00 >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.0041= STAND ALONE PERMITS Open Porch x$30.00= ��•�� (number) Deck x$30.00= (number) _ Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.06 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 i FINEr Town of Barnstable Regulatory Services MMSTABMAS& ` Thomas F.Geiler,Director 6. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job Signature cff Owner 0 Date Print Namd Q:FORMS:OWNERPERMISSION a r i , I ........-. r ' 'i ' rl T ....._ { - �D� Il� r I, f- i•'�i• _i� !�t �` � � r It Tr _...--__.___ 4 -i-1u � Y),I ,t �1: � s:5 —_ �k 1:��1:1 I � 'V f���� _ —_ _ 4`x�'�� i�CI � i P ' \. �fi —• ( ,a� � �_1 .. .. a-..tc.�.'.'!'.. ,I�.,_. :±4r+;�.-' `i"' -..,�.vsr'x-?.�'• _ � - -•e- �:�caFx+-�r?�r - , _ 1 D y r GU v I E X " I P !9 =� x •�� li r F ,. N Ft ij : 1 q PiI � o T f�.y II L ml (�i 61 b •T�vE i 2 I I" \ 'LA o Ic f in t I i • j I I I t a •;� c I I P � I I � J I I 13 o 'i - n . °Ih�In I I ' n�O N N ? u Kj Zi V I i I z o o mo.r - I;�;•� Ivy—?� :i ! i� ZI im �, I; m ° )I ' I i -. ? i i � ✓�ie �o7rvnzoowsealb� o�✓�aaoac�u�ae/Xa BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR i Numrr��5.be 065525 Birt,.da e 2L1TJ92 "ice',,-, .6 - I fp re lWYK27-2. 6 Tr.no: 14425 I RestWc eW 0� ` AL-BERT R BROW n _ 3'4 HORATIO LN �i j CENTERVILLE, MA 02 Administrator s Board,ofu� ing Regujatiofis an Standard HOME IMPROVEMENT CONTRACTOR Registrat ori� 126560 E cLa-4—Em121/2006 ..a ALBERT ROY B p _ ReftRT BROW 34 HORATIO LN CENTERVILLE,MA 026. s�^`'0~ Administrator Application to .®DIY ►IYi�'� �igbwap Regional 3bI�tOric Ootritt Committee • o In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS C,, co Application is hereby made,with four complete sets, for the Issuance of a Certifcate of Appropriateness under Section=. 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,r\.) drawings, or photographs accompanying this application for. o 0 CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: W#1 New ❑ Addition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial 11 Other me 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other �^ TYPE OR PRINT LEGIBLY: DATE ADDRESS OF PROPOSED WORK 's� ASSESSOR'S MAP NO. l ib OWNER L(., lsy�S �• �`��� ASSESSOR'S LOT NO. D � HOME ADDRESS TELEPHONE NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR S. qZ090 w TELEPHONE NO. 9M 77 J:Cp5-02- ADDRESS 72 6�6 !L- .— c3 L--j C-UT&n U(000 M1 A • DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Signed 0 n -Contractor-Agent LI For Committee Use Only i Dvi This Certificate is hereby Dart 1 r Approved/I nied JAN 0,5 2005 Commi embers' Signatu TOWN OF BARNSTABL HISTORIC PRESERVATI N Town of Barnstable D ECE9VE Old King's Highway Historic District Committee AN 0.5 1005 SPEC SHEET H S�WN OF BARNS FOUNDATION G. ��C�tT(r �( •S O J)u q E`T� SIDING TYPE .(� —COLOR1�1� CHIMNEY TYPE 1-) COLOR .� !'- ROOF MATERIAL OL`OR_ e4 PITCH Z' WINDOWS h.J� COLOR SIZE v/ TRIM COLOR 'n n COLORS LtfLi// DOOR ' SHUTTERS - COLORS GUTTERS L�WI COLORS oLi DECKS ( MATERIALSl�(L GARAGE DOORS N COLORS ' SKYLIGHTS / SIZE COLORS , SIGNS COLORS FENCE COLOR NOTES: 0 Fill out completely, including measurements and materials/colors to be used. Your copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, whea applicable. SPECSHT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MAP Parcel D�.! Permit# #_ 05� Health Division r ` �2, Date Issued 12 Conservation Division tf1115 JUP ' i j; 8: 40 ' Application Fee Tax Collector Permit Fee Treasurer Iil�i cc�C ------- Planning Dept. 'T UM TO OF CMS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address ��¢•Tr ��� Village W. 42,!� Owner &lJq L Address Telephone — Permit Request _ ` 0^- A-C.J_5 O FZ&11 5117 ./ `i J Co�A t eon dC,AV7-1 Square feet: 1 st floor: existingproposed � 2nd floor: existing � proposed Total new Zoning District Flood Plain n Groundwater Overlay Project Valuation Construction Type U Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes alVO On Old King's Highway: es , ❑No Basement Type: ❑Full rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new— 47 First Floor Room Count Heat Type and Fuel: t`Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes gklloo' Fireplaces: Existing New Existing wood/coal stove:• 0 Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing Elnew size Barn:Elexisting Elnew size Attached garage:4& isting ❑new size Shed:existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name A Telephone Number �7`7 Jr'CaoC Address horadja� Lane.- License# C_5 n Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 0 DATE s FOR OFFICIAL USE ONLY PERMIT NO. ' o DATE ISSUED --_ MAP/PARCEL NO. ,y o ADDRESS VILLAGE ' OWNER s DATE OF-INSPECTION: • y FOUNDATION FRAME (I- q--or o!C 6'-�0 INSULATION K FIREPLACE ELECTRICAL: ROUGH FINAL t- PLUMBING: ROUGH m FINAL GAS: ROUGH 0i FINAL FINAL BUILDING ir DATE CLOSED OUT' ASSOCIATION PLAN NO. N Town of Barnstable Regulatory Services saRxsTasrs. II Thomas F.Geiler,Director &63 ,��� Building Division FFD NIA' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ' Fax: 508-790-6230 Office: 508-862-4038 . Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, occupied improvement,removal,demolition,or construction of an addition'to any pre-existing owner- building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: /40!T maze Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded.by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: GISTERED OWNERS PULLING THEIR OWN PERNIIT ORYDEALING ITH tNR DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME IlI ACCESS TO THE-ARBITRATION PROGRAM OR GUARANTYY FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner.: icon act r a Registration No. Date / r Date Owner's Name i Town.of Barnstable Regulatory Services LA Thomas F.Geier,Director , Building Division Tom Perry, Building Commissioner . 200 Main Street, IJyaanis,MA 02601 www.town.barnstable;ma.us Fax: 508-790-6230 Moe: 508-862-4038 Property Owner Must Complete and Sign This Section If Using ABuilder I ,as Owner of the subject property.. hereby authtitti:� to act on my behalf, to work authorized by building permit application for. in all matters relative (Address of Jo Signs 4of ne Date C) S Print I*tame M CMR Appendix Table=Ils(continued) Prescriptive Packages for One and Two-Family Residential Bnildings Hated with'Fm0FueL MAXIMUM MINIMUM Glazing Ceiling Wail Floor Basement Slab Heating/Cooling g Glaring , wau Petimeta Equipment Efficiency' Arsa'(M.) U-valuer R-value' R-values R-va1u�' R-value° R value' Package � 5701 to 6500 Hating Degree Days 6 Normal Q 12% . 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 85 AFUE S 12% 0.50 38 13 19 / N/A Normal T 15% 036 38 13 N/A 6 Normal U '15% 0.46 38 19 19 10 85 AFUE y 15% 0.44 38 13 25 N/A N/A 6 w 15% 0.52 30 19 19 10 85 AFUE Normal X 18% 032 38 13 25 NIA NIA N/A Normal y 18'/• 0.42 38 19 ZS N/A 6 90 AFUE Z 18% 0.42 3813 19 10 90 AF(JE AA 18% O.SO 30 1 9, 19 10. 6 „ 1. ADDRESS OF PROPERTY: __&4 n` o . SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. GLAZING AREA(#3 DIVIDED BY 44 _ 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FORTIES INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q4orms-080303a 780 CMR Appendix J Footnotes to Table J5.2-1b: a Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 if of decorative glass may be excluded from a building design with 300 ft of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.53a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. . 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must miet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. . 'For Heating Degree Day requirements of'the closest city or town see.Table J51la NOTES: a)Glazing areas and.U-values are-maximum acceptable levels. Insulation R-values are minimum acceptable levels. . R-value requirements are for insulation only and do not include structural components. b)Opaque doors.in the building envelope must have a U-value no greater than 035. Door U-values must be tested. and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value ' in Table J1.53b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall, ' or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 I RESIDENTIAL BUILDING PERAUT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE osquare feet $96/sq.foot= x.0031= pom elow(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE — Y Os 4H�'wsquare feet x$64/sq.foot= x.0031=o (if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 — >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: . square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS x$30.00= Open Porch (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 - (plus above if applicable) permit Fee projcost `= _= The Commonwealth o Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street, ;`h Floor Boston,Mass. 02111 Workers'Com ensation Insurance Affidavit: Building/Plumbing/Electrical Contractors Workers' 'Z' ( ti r Insurance ti1� 'lira 'iif :' Ii •:. d L .:�!`�M.•�ACS:a!5�v'},Z'Si:.d.eii:,..+E.��.�i'u�•'�';'. i5L".-.n�,: i:~ name: A. address: yr Q cit state:' 7` 1 zi lQ 2�phone# work site location full address): SA Ti _ a homeowner performing all work myself. Project Type: ❑New Construction emodel d4am a sole proprietor and have no one working in any ca ildin Addition ��:ifl'�P.,•'. S;C�"m". �{�fY Y�C'';Yi�.:,.Sti.>'3`.T.�.•1+t.y'r�' ' �iFw�f; ��+•....i�ia�ac�y••a.. .•r.P:.: •v;,p�..�a� �x ,�x:.•4-.rvv.:?r.:r s:,tc�� s•.;i;; wa• ,:. -....:rF..,.:.?�.- ..�...-.:i;.:.-.. .: .._''.'Ci:.os? ....,.:a.....4 ..yt;.,;...�rw...-..YG.� �.•:.E,`<:•�^:+�:�:.acity. Bu pg:; ::�+::;^;`x`.�nr:'a5ss: .xG ......"��`J.a.•,-,7`�:. S.<'i.<a. .A!: �] I am an employer providing workers' compensation for my employees working on this job. company name: address:' city: phone# insurance co. poliev# i;i.�'•�4'3kic.:r�:i'.'...'Paz'cAS'S.3+a'+i,,...t.Kib:w3':6t..1.,.:L:rreS�Yt�A•raF�i...t`�'u6iia�s:>b•�;^�imt�is�%::`=::'t6a�d.�.A:..�_H sS:.t 4•..o.=.:.�G"'..yr w..,'?:::,•3:�:tw::..y::r. .-ae.. ,,a❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address city: phone M insurance co. Rolicy# $t^<bu•;..:p"� tt�:� 1!'.. •:d::;.iy •:. ._:.�,.1-0w'.',`+F.?1:uyti�7.`a etf ';Yirrs :.��5:� �-+,;•: ..',:;i:r:'c :cx;.i�. -:s: •:t'q .?w.'1-.:...:. - s . . .,�i., .n.r.a�..c� .0r..1'a...-, t.,._. ..... ..s�5a.r�.i"t...r.:�4.0, ...y'YEc,' 'i'u."id'.•,.,.ai�+i...o.�.rF.i:a.:: :t��.�.�:`,....r':ctr,.+.g:�' �::.1�:.'r�'... ..1'.:f`T':•' •:rFE; 'company name: address: city: phone#:. insurance co. policy# e,� e'en j•• n a`= e' i. { 'a• atv:?-" ;� 3?"':;v rr.:'-:Y-K,7$-' _i;rt:• d r•r �4t�ae.F,i4,a,�dtio�a��..'?'et�et,!gze�s?`:tY'� stis: ta•�'�.xa��: �ar �ie >%.� �1��::�'.'+'ro $,. at �,,, �cr••,_...:.�-�'-•� mr3s�a:�'�'�ti�:�.��:��.�''r'� �e< Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. ' I do here cniu: er the p :ns an penalties of perjury that the information provided above is true and correctSignature Date Print name ® J Phone# � rcontactperson: nly do not write in this area to be completed by city or town official : permit/license# ❑Building Department oard immediate response is required ❑Selector n''ss Office ❑Health Department on: phone#; ❑Other 03) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under.any contract of hire,express or implied,oral or written. . An employer is defined as an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the,grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. 'a.� i�?;•#�lsr. .�"��. 8. ;�i"-' t." fi„ i t: �y�, �'"�.. X: .. t`.. '.'R>1 �'::;'( . {��' is5.tic �''tr u � ..�-� .S� �'�Q#i. `4#..•ciF!eR1:tifl i �:' �i;:.l ci...�,. }x,..'' �!i::i�...:`i' .i' i•Ctfyn''i•4. ..�.� .Jdv.£='ec "ni..a..- .�'' .,n«i.; Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. � qv.�.E. �A;�, .'4�':'7><f.;rFi'3, � �+.,•, i4 ^cal i;'.ir i'�+i !�'.�'�''� ��:!2°:i':rp.y.F.�T>-,-�;" ,�.+•. Y.F:..y.•.,-•wlJ, rY ' �• 3'r' s"".�„3�.l-,y,, '�`P �i''� �. r}.. .�,a„e ,x'rr,-!^..:.;: �'•!. .�b•r�. ::,i> ,'�`••.. .!.•.,. s•. . +fit �,x;r!.�.>ti;' $, a;"81rY. � , tE;R;,:•,^ "'!„fie:;: z?: �;. `�c•`•..g,... ,. .4.�;�. .,t;�. s ;�tt�;�: .�,. ''.+t. j� y{ �..i '^'�.:lr t �"r- .n•. Ar�}, 'o3'�j!t;:7;ir...qa',�1: ...:r�: ��•��R'. •t ti. �v�tirv.�.:�...�'�. ""i.Lf.XRt a.�..� a ri3d'v N� �'�1l� {. .)�� ��\�����' =�5�"'l• F..S�� .r°1' �'' 8 'f,: �..^`N.� t.. �' 1t=ir11,'fl City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. ' The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions, please do not hesitate to give us a call. .r - T-- •7i.: rY .tr, °.t'.. 'ML:Y:Ii .4_^ JI':'S, :':r'd5� ei;;.::,.lG•F:' ''M2+h�': '7(+:xu -d'"��. ,:� .:.�5?�:�i�''c.'at'. �• .�eh'r�.. .• '-E'. � > ;'-�-£_z"?r'•d!7•:dd X:4L;,t',F,r;C' �'�i''�•"a: �.t:.t'+.�:4'..�••• .(:l 'l•� +..3 Jr� `x{•a�' .�: a;c.�d��+'v .F' >!.. �R.• ''^g•. °�.�i. .'�4F. ma's. .::+F Y..u ..sJ< ` si'.'?' ro ia.. :�:.i :k;,•.;.. .t- ;e, ,7� a Y e �,'''..- ,4.�'.4''�'; ,.c� ;y... .,{•1. .r. 1� ,�. 1 •cixf� v" i6�" .y':� � •��a'S' 4` c'`t ges'-.ur'�a .�' 'o.'w e.r,��atc•t yy+u7ti� k`�$�t+•�{�w.u`�S%�iS`t�i�'� 'ukk+ t r �'e•0e'A ut!�A t�l 7nrrs�etr R.r• � r r k�r ti_ 'n The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext..406 • A� Bo�&otBm gulati&,and Surds HOME IMPROVEMENT CONTRACTOR Registr t�rt�126560 EXDJ 1/2006 T j ALBERT ROY B2c O RC RT BROWN 34 HORATIO LN c, CENTERVILLE,MA 0 Administrator 9/4�i ovnm 'T GNS BOARD GF BUILDING REGULA` License: C NSTRUCTION SUPERVISOR cZ 065525 INumbeF:a" —'• '`° Tr.no: 14425 I EA pes E _ 1 33 t�c " ALBERT.R BROW �aE /' 34 HOTIO LN MA 026 Admmistrator CENTERVILLE, �. SMOKE DETECTORS REVIEWED BARNS T BLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING U BATHROOM BEDROOM BATHROOM BEDROOM HOME OFFICE l..HEAVY LINES= EXISTING STRUCTURE 2..NARROW LINES=NEW WALLS IMPORTANT - UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE. A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMon DETECTORS-THE PERMIT gES NOT FY THIS REQUIREMENT.CTRICAL ,� o iso j 95�5 - ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. l Iv CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. AP^RO /Ep GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE �J �,! V GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. APR 2GW5 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). gown ct BEjfn$ttkW9 Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER Odd o)6 s Highway kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR o®mMittoo kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. 13FICEZVi) NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 2015 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE GROVITIH MANAGEMENT SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT ':_ PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT `i� PV2 ELEVATION PLAN PV3 SITE PLAN PV4 PROPERTY PLAN PV5 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV6 THREE LINE DIAGRAM 1. ALL WORK TO BE DONE TO THE 8TH EDITION `�,, `. Cutsheets Attached GEN #168572 OF THE MA STATE BUILDING CODE. ELEC 1136 MR 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. i MODULE GROUNDING METHOD: ZEP SOLAR j REV BY DATE COMMENTS AHJ: Barnstable i - REV A NAME DATE COMMENTS r • x x UTILITY: NSTAR Electric (Cambridge Electric Light) PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN J08 NUMBER , SolarCity. CONTAINED SHALL NOT BE USED FOR THE JB-026688 00 'ROGERS, HOLLY - ROGERS RESIDENCE Linda Huie BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j�� NOR SHALL IT BE DISCLOSED IN WHOLE 0!IN Cam Mount Type C 1655 RTE 6A 3.51 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moou�P W BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive.Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4-1BO PAGE NAME: SHEET: REV: DATE Modborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SERTER: GE SE3000A—USOOOSNR2 (508) 737-9467 COVER SHEET PV 1 a 1/20/2015 (886�soL-aTr(765-2469) ,�-�orci►y.com 12 ROOF PITCH 0 HL L -IUL -ILIL -IFIF 1� I -IFIF :u -ILIL I I 29'-9 TO RR Y 30' T R11 GE e� �5tab�e 10 0 AUL LL \T`9eWay o��Gomm�tl- IE 1. --ILJL EL JIFTE Ll Fl = R'F"CETVF'D- ELEVATION PLAN W Scale:1/4" = MAR 112015 1' Z �, 0 1' 4' 8' 3 Tr TT, . TA T^.n,RTn 7-Yrl PREMISE OWNER: OES(%BP110N: 'DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: g-026688 00 Linda Huie \,?'SolarCity CONTAINED SHALL NOT BE USED FOR THE ROGERS, HOLLY ROGERS RESIDENCE �,,, BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTING SYSTEM: ►�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type e 1655 RTE 6A 3.51 KW PV ARRAY PART To IZATION, EXCEPT IN CONNECTION WITH OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION. MODULES: W BARNSTABLE, MA 02668 24 St.Martin Drive,Building 2,Uni1 11 THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4—HBO PAGE NAME: SHEET- REV. DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION of soLARGTY INC. SOLAREDGE SE3000A—USOOOSNR2 (508) 737-9467 ELEVATION PLAN PV 2 a 1/20/2015 (666>-soL-Gn(765-2489) , ,.solaralty.aam PITCH: 16 ARRAY PITCH:16 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 O a� MATERIAL:Comp Shingle STORY: 2 Stories /'p SSQI� !1i!CJl3EVV D. WIiITE �,t AC v s,mu;r4!rmAL Cn� �rTo.473A 0 'GIs �a9 l'� �, FS NAL �\ REVF CET STAMPED & SIGNED FOR STRUCTURAL ONLY MAR 112015 Digitally signed by Andrew CzlOiI NilIl�CzEI �L�I�i c, White ' (E) DRIVEWAY Date:2015.01.22 20:00:31 -05'00' LEGEND 11 , � O\J'E� Q (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS PQR as<�s�a�a © DC DISCONNECT & WARNING LABELS ee Did Go © AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS 0° DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS Front Of House O DEDICATED PV SYSTEM METER A Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED � INTERIOR EQUIPMENT IS DASHED L-'J pil SITE PLAN W Scale: 1/8" = 1' Z �, 0 1' 8' 16' 3 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 8 8 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: SolarCity. CONTAINED SHALL NOT BE USED FOR THE ROGERS, HOLLY ROGERS RESIDENCE Linda Huie BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A:. NOR 51ALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1655 RTE 6A 3.51 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS M000� ORGANIZATION, EXCEPT IN CONNECTION WITH W BARNSTABLE' MA 02668 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4-1B0 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EWIPMENT, WITHOUT THE WRITTEN INVERTER PERMISSION OF SOLARCITY INC. (508 737-9467 PV 3 a 1 20 201s BU SOL-ITY(765— F: (65 w 638-10 9 ISOLAREDGE SE3000A—USOOOSNR2 \ � SITE PLAN / / ( )-soL-aTr(7ss-zae9) W�•Sdaral►xcan, A ppFlOVED APR 0 8 2015 37 —10 �— ;,— _ _ Town of Barnstable Old King Highway Committee 22'-10" ME 1 156' 43'-1,r I "1, 1 � 5 —5 — _ 140' -- MAR 112015 429 -2 _ PROPERTY PLAN W Scale:l" = 20'-0' Z �, 0 20' 40' 3 J B-0 2 6 6 8 8 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ���� ■ CONTAINED SHALL NOT BE USED FOR THE ROGERS, HOLLY ROGERS RESIDENCE Linda Huie ':;;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'wo NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1655 RTE 6A 3.51 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moou�s W BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNEC11ON WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4-180 PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3000A—USOOOSNR2 (508) 737-9467 PROPERTY PLAN PV .4 a 1/20/2015 (BB8)-SOL-CITY(765-2489) ,,,,vN,.solaraity.aom S/ �� �'t ,� ,1rJl i fir$-!�!1 •�..J�:!�'' �A6'1 � tdta]ll:�a�ii � �+�~ �•ilra.r,.�.��1 S'� � :,' �y �. � I. sry. . � -!f'��� � r—'�° 7 ��L.:cs�. .^S" ��16'1�Yi ��i�lvl�! �r'D� •l•�/ !y`a i -fix jr A ti it Y7 - Y 1.�: ]C cflrJttl! �3kV -•�,� 1. .) ! rfi..A I �lD.SrAIR :�;.i�ji'ilik'�,�f.J.��' Al Ad An .y t In IGL } o a r les.l dCa16lJCL� 5Ilk • J I, ' rrfi r,N,i�i.: � '� S ' �� � ''I,r`i<•',4,� 21 "^`�k y, �� I ,\�� � � � � .rt' w..'1��wt.,�. i 1 1� t-�' ��"'i '' - ...- y��f (f I�� i� •�• ,`I III • .i h. C _ ,.cam+ ;�F 9 . I 4. kPI „ •r•'� «'f �..rr�Jr� � �.� fl i I(i `� �� .� ���`' j 'I �., rl •I •� ,,�•y 'y.rAi1�'` ' r 1 i. 1� ``r •3►..GG `7A�� to -�—•..,.� -- I�I�� +C. 1 "�, } ./ � '����� � '1 ♦'11�,�t{� ��4�.��' ',� I '1 , �t���r.�{` --• -- yle: � d f � Q4V, , 11 9`�• Y�.,�` �+� -y t o ;y�l;<,� .�� 7��ei" '���r1j��•�A,,., �t � , � -� - -- _�, - �1 .s + � �C . �� •ftd y. ►f ' - - PAW fit- '•�• ,<-.'.�`•'.��.�'�'T�' -^ � )w `,� ,���► "Iq�,l.'y.� � e ,,,,,_ - � i. ` _ f r• t . ' s R ilk 4p, U Q. Ellm t ' a m � (N) 2X4 LATERAL BRACE CONTINUOUS PV MODULE ACROSS MOUNTING PLANE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE S1 (E) 2x4 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) I (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 4„ ZEP COMP MOUNT C 7' '-7" 01ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) COMP. SHINGLE (1) (4) PLACE MOUNT. SIDE VIEW OF MP1 NTS (E) ROOF DECKING (2) INSTALL LAG BOLT WITH A 5/16" DIA STAINLESS (5) (5) SEALING WASHER. MP1 X SPACING X-CANTILEVER Y SPACING Y-CANTILEVER NOTES STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH LANDSCAPE 72" 24" STAGGERED WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) - PORTRAIT 48° 19" ROOF AZI 180 PITCH 16 (E) RAFTER STANDOFF TOP CHORD 2X4 @ 24 OC STORIES: 2 ARRAY AZI 180 PITCH 16 1 BOT CHORD 2X4 @24"OC Comp Shingle Scale: 1 1/2 — 1 (E) TRUSS TOP CHORD (E) WEB 30° TO 60' EID _j (E) ROOF MATERIAL APR 4 2G15 / ANDR D_ r� VvIiITE �� Town o1 Barnstable g'Fr,Ur,T!?Rt\L Cn Old King IS FiighwaY ND.h7313 itttee COMM ,a� �EGicIEF'�' `Z FS qz- NAl_ ��• (N) LATERAL BRACING (N) DIAGONAL BRACING NAILED TO (E) STAMPED & SIGNED FOR STRUCTURAL ONLY NAILED TO (E) WEB WITH WEB WITH (2) 10d COMMON NAILS (2) 10d COMMON NAILS — PROVIDE DIAGONAL BRACE AT — LAP TO ENSURE 20'-0" MAX AND AT EACH END OF MP CONTINUOUS BRACING (E) CEILING (E) TRUSS BOTTOM CHORD RECE+Fff-ID MAR 1 1 2015 E NEW LATERAL BRACE FRONT SECTION Scale: 1/2"=1'-0" CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 8 8 00 PREMISE OWNER: DESCRIPTION: DESIGN: - Linda Huie CONTAINED SHALL NOT BE USED FOR THE ROGERS, HOLLY ROGERS RESIDENCE ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: W•�,,�,SolarCi NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1655 RTE 6A 3.51 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs W BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES- 24 St.Martin Drive,Building 2,Unit it THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4-1B0 SHEET: REV.. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ISOLAREDGE SE3000A—US000SNR2 (508) 737-9467 STRUCTURAL VIEWS PV 5 a 1/20/2015 (888)-SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BR404OB200 Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE # SE3000A—US000SNR2 LABEL: A —(13)SUNIVA # OPT270-60-4-180 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 001 175 Inverter; 3000W, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 270W, 242.OPTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.4 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 3 SOLAREDGE SE3000A—USOOOSNR2 (E) LOADS g EE SolarCity L7 L2 N 2 A 1 20A/2P - GND - _ EGC/ DCr DC+ - - A ----------------- GEC ---TN DC- Dc. MP1: 1X13 i B _ EGC I GND __ EGC--------------------------- ---,---- - ------------------- *� N c EEC/GEC I . � I I I I - GEC _1 TO 120/: )V ' I SINGLE PHASE I P �ED UTILITY SERVICE i I J� I I r I I I I PRO TOVJ'.i of l�r;nstable MARZO15 Q1a r,�rig's Highway �;,lnmittee Voc* = MAX VOC AT MIN TEMP O1 (1)CUTLER-HAMMER #BR220 PV BACKFEED BREAKER B (1)CUTLER-HAMMER ®DG221UR8 �� A (1)SolarCityy @@ 4 STRING JUNCTION BOX D� Breaker, 20A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R 2x2 STRDVGS, UNFUSED, GROUNDED (2)Ground Rod; 5/8" z 8', Copper 1)CUTLER- AMER A DG03ON8 (3)SOLAREDGE�300 ZSGrouns eutral it; 30A, General Duty(DG) nV PowerBoz ptimizer, 30OW, H4, DC to DC, ZEP nd - ('1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8' z 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 3 O 1 AWG 0, THWN-2, Black 1 AWG 10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 10. PV WIRE, Black Voc* =500 VDC Isc =15 ADC(1)AWG 0, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=9.9 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.9 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG #10, THWN-2..Green _ EGC. . . , (1)Conduit.Kit;.3/4' EMT . . . . _. .-(1)AWG #8,.7HWN72,.Green , , EGC/GEC-(1)Conduit.Kit;,3/47.EMT._ . , , , . . , J B—0 2 6 6 8 8 0 0 PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE ROGERS, HOLLY ROGERS RESIDENCE Linda Huie o�arC■�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �;S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1655 RTE 6A 3.51 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MooutFs W BARNSTABLE' MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) SUNIVA # OPT270-60-4-1BO SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE3000A—US000SNR2 (508) 737-9467 THREE LINE DIAGRAM PV 6 0 1/20/2015 (888)-SOL-CITY(765-2489) www.solarcity.com Label Location: Label Location: Label Loc WARNING:PHOTOVOLTAIC POWER SOURCE Code:Per WARNING Code: WARNING Code' 690.31.G.3 ELECTRIC SHOCK HAZARDNEC •.1 ELECTRIC SHOCK HAZARD NEC690.35(F) NEC DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS Label • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTO BE USED WHEN TEM ARE PHOTOVOLTAIC DC LOADN TDHE OPEN POSNTIONIZED MAY BEO ENERGIZED INVERTERIS r Code: UNGROUNDED NEC DISCONNECT .•1 Label Location: Label Location: WARNING MAXIMUM POWER-_ Per •• POINT CURRENT(Imp) A Per ••- INVERTER OUTPUT 690.64.B.7 CONNECTION MAXIMUM POWER- VNEC 690.53 DO NOT RELOCATE POINT VOLTAGE(Vmp) THIS OVERCURRENT APPROVED MAXIMUM SYSTEM V DEVICE VOLTAGE(Voc) SHORT-CIRCUIT CURRENT(Isc) A Label • • PHOTOVOLTAIC POINT OF '• INTERCONNECTION 1 • • 0 , Label 2015 • • Code: WARN I N G WARNING:ELECTRIC SHOCK NEC 1 ••1 , C (CB) HAZARD.DO NOT TOUCH Town of Barnstable Per Code: TERMINALS.TERMINALS ON ' ' Highway ELECTRICAL SHOCK HAZARD Committee NEC 690.17(4) MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC _ A li SOLAR MODULES ARE OPERATING CURRENT EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V I Label • • WARNINGLocation: Code:Per . -• TRI SHOCK HAZARD CA U T I O N ELEC C NEC 690.5(C) _ •�_ IF A GROUND FAULT IS INDICATEDPHOTOVOLTAIC SYSTEMGROWTH MANAGEMENT NEC 690.64.13.4 NORMALLY GROUNDED CIRCUIT IS BACKFED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED ,• • • Label • CAUTION '• -• DUAL POWER SOURCE •• u • PHOTOVOLTAIC AC _ nnect � DISCONNECT -NEC ••1 PHO OVOLTAOICSYSTEM NEC 690.64.13.4 '1 •I - , Conduit. Distribution Panel • (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC - Load OPERATING CURRENT A Per Code:AC V NEC ••1 -• Point of - • • OPERATING VOLTAGE II • • . . • .ins. .1111..■•• . • r �� . • min, ■wmn .umn• ISIC Label Set unnuu:• a unnmunuu■■■■unirncnimu �I i 4 l li t =,' ® Next-Level PV Mounting Technology ,SSOIafCit Z Solar Next-Level PV Mounting Technology SolarCity ZepSolar g gy Y P . Zep System Components / for composition shingle roofs A lD fD 0 E -� APR 0 8 2015 ` Up-roof Town of Parnttariie a Old K ng s `ig„a;tay om;ii;tee r aramd Zep Interlock Ik,sW shn ) t Zep Qmpatiibte pv►mdme PE CE I V FAD r,- ► ��_ R MAR 1 1 Z015 .S s Zep G—e Root Attachment Array Sldrt I--- _ -- �TJ .: i.<'.�.-.t'.�.;L E-� ,® ANm QOeMp4 Ti _ W i i Descrpton ti • j W PV mounting solution for composition shingle roofs �'OCeMpp'(�e Works with all Zep Compatible Modules o • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 ON SpecificationsMounting Block to UL 2703 : Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards 9 • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24 • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565. ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each producL The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Camp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 APPROVED APR 0 E 2015 Town of Bernstable Old King's iighway Comm ttee solar - • • = solar=@@ :. SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (f module!PV (for 72•ceII PV (for 96 cell PV modules) modules) modules) INPUT P300 / P350 / P400 • Rated Input DC Powe"!............:................................... ..........300........... ............350......................400...............W..... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ............................................................................... .......................... ..................................................................... MPPT Operating Range ........$.:48......... ...........8 60 ........8.:$�......... ...Vdc..... . Maximum Short Circuit Curren((Isc) 30 Adt Maximum DC Inpu[Current Adc ' Maximum Efficienq -� weighted Efficiency Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Output Curren[ •,15 Adc Maximum Output Voltage 60 Vd[ OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) /r Safety Output Voltage per Power Optimizer 1 Vdc ✓: A STANDARD COMPLIANCE ` •� Safety................................................................... ......... —T..... .. ... .... ........................................... yy��y� y� �•+ IEC62309-1(class ll safefy)UL1741 .4�, IJJI;+� ............................................................................... ........................................Yes.........•.................................. ROHS INSTALLATION SPECIFICATIONS Maximum Allowed Sys[em Voltage................................... ...................................100D.................................... ...Vd[..... Dimensions(W xlx H( 141x212z405/S55z8.34x 1.59 mm/in MAR 2015 Weigh((including cables).............................................. ....................................950/2:1.................................... In ut Connector ........................... C / mpenoyco Output Wire Type/Connector Double Insulated;Amphenol GROWTH MANAGEMENT q(V�t'JL/j �'(rr1 Output wue length........ :95./3:.......I.......................12/39....... ............r X. .... 17 ®WV ldl 1L�1Vly lAL'1Vd�1V 1 O eratin Tem erasure Ran e -40-+85/-40•+185 •C/'F Protection Rating IP65 NEMA4 , Relative Humidity P.-100 % ....................................................... ................................................................... m znee nc ooWe.of me moewe.r.+oame w�o�o.sx ow..we�,a<.iawea. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 ................................................................inString Lengweimiz ............... ............... ............ Maximum String Length(Power 0 timizers) 25 25 50 Up to 25%more energy ................................................................................. ............ . ............ . ............ ............. Maximum Power Per String ......,,.5250.......... .....•„•,6000..-..,..., ,,,•:,,••,12750•,,,,,,,. W .................8............................................................. ............. Superior efficiency(99.5%) Parallel Strin s of Different Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading •"•"• •" • • • • ••• •- - Flexible system design for maximum space utilization - Fast installation with a single bolt Next generation maintenance with module-level monitoring F - Module-level voltage shutdown for installer and firefighter safety USA GERMANY - ITALY PRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us E. All il - i 7RE C E V .13 MAR 112015 Single Phase Inverters for North America GrROWTH MANP_C'E1v1ENT • s o I a r=@ * SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USsolar e • / SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US I SES000A-US I SE6000A-US I SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT SolarEdge Single Phase Inverters • Nominal AC Power Output 3000 3800 5000 6000 7600 9980@208V 11400 VA 10000 208V ........1400..... ......... 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America .............. .5450 @240V. ................ ................ .10950 @240V.................... ........... AC Output Volt Min:Nom:Max.' - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output ...................................... ................ ............... ................. ................ ................ .................................... ........... AC Output Voltage Min:Nom:Max.' � � � SE7600A-US/SE10000A-US'/SE11400A-US 2a. z64 Vac...... ............ ... .... .... ............................... ...... AC Frequency Min:Nom:Max.'„ ••,•••,• 59.3-60-60.5(withHlcountrysetting57-60-60.5) ........ .. .. .. ....... . .. Max:Continuous Output Current..... .....1.........I ...16......I...21.@.240V..I.....•.?5.......I......3........I..42•@,240V..•I,,....47.5.......... ....A..... GFDI Utility Monitoring,Islanding �a Q�� • ? Protection,Country Configurable Yes w P p� �p,Se J - ' pverte�� Thresholds H e� 25 4 INPUT ( - ` 'f►{,' Recommended Max.DC Power" 4750 6250 7500 9500 12400 14250 W wanatt�v m (STc) ............ ..................... ...3750..... ............... ................. ...... ........ ................ .................................. APR 0 2Gi5 F �'_'•,,.... u�� Transformer-less,Unarounded........ . ....................................................... Yes ............................ .... ... Max.Input Voltage 500 Vdc Norn.DC.Input voltage............... ............................................325•@.i08V/350 @.240V..........:.................................. ...Vdc.... Town Of Barnstable .......... .. ................ ................. ........... Y 16.5 @ 208V 33 @ 208V Old King's Highway Max.Input Current" 9.5 13 15.5 @ 240V 18 23 30.5 @ 240V 34.5 Adc Committee e, �r Max.ln utShortCircui[Current 30 45 •••Adc.... ......P............................... ................................ ...................................................... Reverse-Polarity Protection Yes ................ ................ .......................................................................................................................... ........... I - - Ground-Fault 60OU Sensitivity ................ ......... ............... .................................... ........... Maximum Inverter Efficiency 97. 98.. 98.3 98.3 ...98,,. 98 98 ..%..... ............... ................. ............. .................................... 97.5@208V . •• . 97@208V CEC Wei hied EfficiencY 97 S 98 98@240V 975 • 97..5.... •97.5•@ 240V .......97.5•.•.• % PP Nighttime Power Consumption <2.5 <4 I W I � ADDITIONAL FEATURES i,a- ,__ .i Su orted Communication Interfaces RS4...RS232,. P. Ethernet,Zi Bee(optional)....... ..................... ...... ...................................... ........... r — Revenue Grade Data ANSI C12 1 Optional ji STANDARD COMPLIANCE � Safe[ UL1741,uL16998,UL1998,CSA 22.2 Q .......Y... ...............................IEEE1547........................................................ ........... ............................... .......................... GridConnection Standards ...............................E.E.............................................................. ........... ._ Emissions FCC part15 class B INSTALLATION SPECIFICATIONS ••%- AC output conduit size/AWG range 3/4"minimum/24:6 AWG................... g/q"minimum/8-3 AWG .......................................... .................. ................... .i.n.i ............................. ........... DC input conduit size/W of strings/ ' Z AWG ran a 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG .............................. ........... .... ... ............................................... in Dimensions with AC/DC Safety 3(.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 1r 30.5 x 12.5 x 10.5/775 x 315 x 260 Switch NHx YxR)...................•• 775 x 315 x 172 775 x 31S x 191 mm WeighIt with AC/DC Safety Switch ..••,.,.••51.2./23:2 •.• ........... 88.4/40.1 Ib/kg - .......................................... ............... ........ ...................................................... ........... Coolin •Natural Convection Fans(user replaceable) ........g................................ <.25............................... . ........... Noise <SO d8A The best choice for SolarEdge enabled systems Max.Oper.ingT................ ...............................-13t.+140/-25to+6...... verson**..........+60)............................... . Min:Max.Operating Temperature -13 to+140/-25 to+60(CAN version****•40 to+60) -F/-C Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Ran&e.................................. ..................................................... ......... . .................................................... ......... Protection Ratin ......NEMA 3R ....... Superior efficiency(9856) •For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket ::Limited to 125%for locations where the yearly average high temperature is above77r'F/25•C and to135%for locations where it is below 77'F/25'C. For l r detailed information•refer to htt //••••^••s^M1�.dn. s/fil s/odk/'nv rt r d o rs@Ina aWd.odf he ter will limit it,input current to the values Built-in module-level monitoring •,A CAN F/Nsae eligible for the Ontario FIT and mitroFIT lmicroFIT exc.5E11400A-US-CANIs[a[ed. Internet connection through Ethernet or Wireless Outdoor and indoor installation f — — Fixed voltage inverter,DC/AC conversion only f Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 sunscE� —., ...— • 1 ' USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us r BYSOLAREDGE r ' t C .A� OPTIMUS SERIES:OPT 60 CELL MODULES ` `�� SuCn,.i v'a Th. led ELECTRICAL DATA(NOMINAL)5lve APPROVED RO The rated power moy only vary by xS Wpantl ell omen electrical parameters by i 5% 1 Model Number OP I OPT O Power Classification(Pmax) 260 W 270 W - APR 0 8 2015 SUNIVA OPTIMUS SERIES I Module Efficiency 16.02% 16.63% iVoltage at Max.Power Pan(vmP) Soso v 31.00 v Town of Barnstable MONOCRYSTALLINE SOLAR MODULES Current at Max.PowerPoint(Imp) 8.52A 8.70A Old Clommittleeway x :a OPT SERIES O_PT 60 CELL MODULES Open Circuit Voltage(Voc) 36.3o v 36.ao v COMPATIBLE FRAME Short Circuit Current(Isc) 9.01A 19.18A The eleclacal data apply to standard test conditions(SrQ:Irradiance of 1000 W/m'with AM 1.5 spectra at 25°C. pot"4r,*. The Optimus'modules consist of Sunivds•latest CHARACTERISTIC DATA ENGINEERING EXCELLENCE 4rQ ,y en technology:AR'l'isun'SelecL'lhese superior - a Built exclusively with Suniva's highest-efficiency % ' monocrystalline cells are designed and e-s. :. a Type of Solar Cell High-efficiency ARTlsun Select cells of 156 x 156 mm(6 in.) ARTIsun Select cells,providing one of the highest rA W « Frame Black anodized aluminum alloy;Zap Compatible frame 1 , g g �A ev manufactured in the U.S.A.using our proprietary 8 power outputs per square meter at an affordable COMPPr low-cost processing techniques.Engineered Glass Tempered(low-iron),anti-refleclNe coating - manufacturing cost with our pioneering ion implantation technology, - _-- - Junction Box NEMA IP67 rated;3 internal bypass diodes a Sunive Is a U.S.based company spun out from the high power-density Optimus modules provide excellent value, - Georgia Tech University Center of Excellence in performance and reliability. _ e L�1 Cable&Connectors 12 AWG(4 rams)cable with Amphenol H4 connectors; Photoveftaics;one of only two such research centers 16.9 cable length approx.1200 ram in the U.S. MECHANICALS FEATURES - - - -- - - - �' a Sunivas state-of-the art manufacturing and module - - •- -- - �- mall f�„ 1 Cells/Module 60(6 x 10) lab facilities feature the most advanced equipment Contains the latest ARTisun Select cell st^-'o Module Dimensions 1652 x 982 ram(65.04 x 38.66 in.) _ and technology '-�k-., -Y-�'i Fytl�l/-�'Cg",� • technology-over 19% Module Thickness(Depth) 40 ram(1.57 in.) FIE CEI V�JD QUALITY&RELIABILITY Approximate Weight 18.5+/-0.25 kg.(40.8+/-0.5 lb.) ® Silver frame available upon request a Suniva Optimus modules are manufactured and t TEMPERATURE COEFFICIENTS MAR(yq AR 1 1 2015 warranted to our specifications assuring consistent Zep Compatible frame s - - -- - --- ----- - - -- -- - high performance and high quality. Voltage 8,Voc(%PC) __ -0.335 ( Marine grade aluminum frame with hard T-'—��^1 Current a,Ise(%rc) +0.067 - Rigorous in-house quality management tests, I .. ..__._. - - _-. - - GROWTH MANAGEMENT t e A N/�(�{N_ls 6g,1'(�7T Power V.Pmax %rC -0.420 {, �/!� 1���1VL 14-F1:J1�/�JJ`1V j . beyond standard UL and IEC standards anodized Coating 3 u I_ - r �ti - ( ) a Produced in an ISO 9001:2009 certified facility 1 " :j-- `;- _-_ NOCT Avg (+/-2°C) 46.0 I® . Industry leading linear warranty:10 year warranty 1 _ Performance longevity with advanced on workmanship and materials;25 year linear LIMITS�-�_��--- � polymer.backsheet >• _ Max.System Voltage 1000 VDC for IEC,1000 VOC for UL - performancewarranty delivering 80%power at STC "'w,,,,m"' -� -• - Passed the most stringent salt spray tests based Max Series Fuse Rating 15 Amps on IEC 61701 ® Buy A.merica compliant upon request - - - - -� to .- - - . Operating Module Temperature -40°C to«85°C(-40°F to+185°F) • Passed enhanced stress tests'based on IEC 61215 Qualifies for U.S.EXIM financing y Storm Resislan x/S alit Load Tested to IEC 61215 for loads-of 2400 Pa(50 psq; conducted at Fraunhofer LSE' - 1 SO.", ( to7% <rye yVq, hail and wind resistant 4, Cerdfied PID free by PV Evolution Labs(PVEL) ® System and design services available - a 97x 4RpeS,,V Suniva®reserves the right to change the data al any time.View Installation manual at zepso/accom. W O,yM$4 'UV 90 kWh,TC 400,off 2O00.'Tests were conducted on motluIs type OPT 60 silver Irame. • PAN files are independently validated by PVEL f i Sox� NCeY<e O • r � ° Wq RgH'�'G _ T �_T 1R@_ , CERTIFICATIONS - _ _ a cox Please read Installation manual before installing or working with module. - 01 tz zs I YEARS 0PVEL Camp�ant HEADQUARTERS ����% ���1LL::::+++��� / • '� 5T65ibich—I—eial81M.. A OPT-60 cM - 26 Tee Nacross,1 IN 4 30092 7USA S u n i va PLEASE RECYCLE Itswmaaduocxl I I I Tm:.laoa4Trnoo �� MAY7,2Dl4(REV.6)ISAMD_00031 0PT-72oA 22 24 5n www.suniva.eom the ai4lianro of SOT.,10—S—lb- .SN OF d ,r R -rev 1/ 770 y A i UP<:l b\ — EcilsrER�° ------ 12 Al t is � f l_\, lAokm2 L NJ An OL - cs T� i r 1 fu r� WESTCHE�ff -� ffo�M-ES OCULAR r i Set Manual Authorized Builder: RDA Inc d/b/a Realty Development Associates 298 Route "l30 Sandwich, VIA 02563 (snq) I <1 4 INDEX 1410 INSTALLATION/ERECTION PROCEDURES 1411 General Procedures 14 , 111 Site Installation and Erection 14 , 112 Finishing Sequence 141113 Site Preparation 141114 Foundation 1412 Erection Instructions 141211 Crane Setting 141212 Lifting Rig 141213 Data Plates and State Seals lyl3 Set-Up Instructions 1413 , 1 Module-to' -Module Assembly 141312 Siding Skirt Trim 1413 , 3 Gable Siding 141314 Guttering and Downspouts 14 , 315 Painting 141216 Insulation . 10 , 33 Electrical Connections 1413 , 8 -Plumbing Connections 1413 , 9 Attached Garage Detail 1414 Mechanical Hookups 141411 Plumbing 141412 Electrical 141413 Garage Doors 141414 Heat Pump 14 . 5 Supplemental Information 141511 E.rectlon Options 141512 - Erection Equipment Needed 14 , 513 WMH Set Number System I 141514 Model Description 141515 Builder' s Certification of Erection Acceptance 1416 Miscellaneous Revisions 14 , 0 INSTALLATION/ERECTION PROCEDURES 14A 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 conjunction with related information outlined In these procedures , Advance planning for the arrival and locating of crane and module transporter units will allow for minlmal Installation time requirements , Individual bullders , site conditions , weather and availability of utilities for heat and Dower tools will vary the exact sequence in which the finishing work Is to be completed , First efforts should be directed toward jgeather- proofing the units as soon as possible , Afterwards , make all electrical connections at the two Junction boxes and turn on the electrical power , Heat can be turned on as soon as structural and plumbing connections have been completed , Basement and garage floors should be poured prior to delivery of the units to allow early completion of basement stairways and easier unit and garage erection , Unpoured floors r i a 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 4ghen 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 , celIIng ties Installed and braces nailed - roof shingled - vent cap installed at peak of roof , d , Insulation packed into center waII as required , e , UnIts bolted together before inside trlmming 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 adJusted , 1 ,_ 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 , 1� , 1 , 3 Site Preparation For Delivery And Erection Delivery included tow tractor, trailer, flag car , transport permits and cargo Insurance , Rates for each haul will be predetermined , It does not include tow costs at site , Each trailer is allotted two hours unloading time at the site , after which , waiting time will be charged to the Pruchaser , 1q , 1 , 3 (con ' t) Westchester Modular Homes assumes no IlabiIIty 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 Ditch 2 , Trees, shrubs and wires must be removed to allow access for the trailers and modules , 3 , Tow-in costs are the customer ' s respon- sibillty . 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 lnstallatloi 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 vislt the site and assure he has no Problems with operation of his equipment for Its Intended use , FOUNDATION r -1 r Typical Crane Location Typical Modular Location I i I 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, 1U , 1 , 4 Foundation A modular home cannot be Position ed 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 4 twisting and racking to fit a foundation that Is not correct , Required he ights of foundation , walls , and Piers or basement beam columns must be checked to allow for accurate positioning of the unit , Refer lU , l , y Foundation (cont'd) to the construction prints for support spacing and alI dimensions , a , Check foundation for size and triang„late for squareness , Top of the foundation must be straight and level , center piers for crai,�l Houses must be 14 ' above the side of end walls , Level vX Pier Side wall Footin o '- Foo Ling FIGURE 3 If the top of foundation is out of level or has high and low spots, the house will settle to conform to these conditions , causing drywall cracks , binding doors and windows , 1 , Diagonal ; Maximum variation ± 2 , Level ; Maximum out of level �11 , 3 , Westchester Modular Homes can refuse to set a house on a foundation it feels in inadequate , U . 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 Jacks , 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 , lU , l , u 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-compllance with setting requirements , 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 pro) ecting 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 2A construction , f , . Sill Plate or Mud Sill 2 x sill plates are shipped with every unit , ( See foundation drawing for layout) , These must be fastened with anchor straps or foundation bolts set by builder , Plates must be put down over supplied sill seal material , CAUTION : Make sure that nuts are countersunk and anchor bolts do not extend more than 1V" above top of foundation so that protruding ends do not interfere Gqith module box , 2x sill Plate counter sunk Nut Anchor strap .. sill sealer . b p Pour Foundation b or solid Masonry b V, P . (Top course) Anchor Dolt 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 approxldmately 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 14edge Out Foundation Sill Plate �.. And Replace . once Unit Is Set 6 �� Approximate _ Quarter Points FIGURE 7 J , Type of sling to be used is constractor ' s option , 14 L tiection 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- Positloned 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 backf III Ing and close trans- porter placement important , c , Under ideal conditions with a 35 ton crane , Position crane near front center of foundation at approximately go, to foundatlon . 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 , n n Outside A D Outside Ideal Crane and Modular Locations See Figure 2. for Typical FIGURE 4 __ TINUaus 1p 6 laou-r dK_57�h GdNG��7� LUGk -rOQWD&��oW way ISIU. ' " u 2x8 .411.E pL.�- E S-T s MIDI, g!-q/G 4,Nb- . - .�xIMUM I' f=pr�N1 ro�.N�Izs constructed so that it is�capableuof telllescopingotoe 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 , I, -JACK LOCATION p ,} p - �► - - :--- _:_ _ 0 p -- . COLUMNS LOWER UNITS TOGETHER t FIGURE 8 Run a line from front to back to get proper height on columns , 14 , 2 , 3 Data Plates and State Seals a , P, F , D, and State Seals ; 1 , LOCATION OF P, F, S , LABEL AND STATE SEAL IS UNDER THE KFTCHEN 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 ( l.nstalled) , 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 PLYw00D 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- slon 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 , Nall 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 20" o , c , .._.. .� ..v.• i ii,l Jllllly kUUIIL 01 (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 llfting -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 4 ' s , spreader Bar 2 x Block � Lifting strap 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 , Tlghten . rigging and banding and lift unit slightly; check all bands and rigging for even tension , If possible, try to achieve slight tilt of floor from outside wall up to center wall during setting , This will ease final placement on centerpoint marks of foundation and line up unit at outside wall , f , To set home exactly square on foundation, mark th center line of each end wall on sill plate and e Place half ,A,, to these alignment marks , b , Overhang Box Finishing (cont'd) g , Place basement lolly column Jacks with � of the support plate to be under the center beam of each half of Douse , - 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 2x0 ' s , k, After both halves are set into the proper position and aligned, the resulting center beam may be drilled and bolted (see set-up instructions ) , 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 A x 8" machine bolts (supplied) , These bolts to be staggered approximately 0/0 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 jghicij must be field installed, See Valley Set Instructions , page 18 , n , Spilt-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 «Itij 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 ugaer 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 811 ; 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" ' "B" modules to "D", as well as t and o each other , n c 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 S" machine bolts (suQDIled) at 4/0 o , c , 2 , Next, set the second story section (unit "C" ) making certain that the stairwell opening aligns properly between first and second story sections and allows for field installation of trim between -sections , Set the next second story section (unit "D" ) insuring Proper alignment of exterior walls and interior openings , Toe-nail box sills together with 16d common n8ils where exposed along floor between two (2) second story sections and install sheathing around exterior perimeter of the first story and second story Sills , The sheathing must be glued and nailed , P . After Units Have Been Set Together ; 1 , Set gable end panels into place , The roof may need to be slightly lifted to allow gable panel to be set , 2 . Install one layer 15# felt paper over ridge , 3 , Install three (3) rows of asphalt shingles on each side of peak, u , 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) \v 7 The modular unit Is to be securely toenal led to the mud sill using 16d nails spaced 16" o , c , around the Perimeter of the unit , 16d Toe-Nailed 16 " O. C . Place Bead of Adhesive Shim as Required FIGURE 12 Q, Instructions on Valley Installation 1 , The prebuilt valley will be built In two halves with a l x u ridge pole on both Navels 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 , U . Set one-half of the valley on the roof so that the ridge pole is In line with the ridge on the sinall cube , 5 , Level the ridge pole up with the small cube may have to be cut off the 1 x 4 to achieve level e 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 I . p, Instructions on Valley Installation. (cont' d) cube and nail In place , 7 . The edge of the 1 ); 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 , ractory Applied Siding Field npplied Field Applied Sheathing Siding Row Strip / Shim for r� Proper Alienment Starter Strip I FIGURE 13 I 1y . 3 , 3 Gable Siding Siding on the gabled ends is installed from the bottom up , p 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 Seal Joint T Alum. fascia l/ *Strap fastened to wall top and bottom *Alum. Downspout *Field FIGURE 15 14 . 3 , 5 PAINTING of raw surfaces Is the last . exterior finish , If a sequence for completing garage, is included in the unit Package --- exterior painting will be done after garage erection and completlon , (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 , Nall 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, l , e , floor overhang of Split Entry Model , M 3 , 6 Insulation Important - After the modules are set, Insulation should be stuffed into space between (1) floor 2 x 8' of built-up beam, (2) In the crack between modules at all doorway openings of the common wall , (3) In the crack between modules at both gable end walls ,, M 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 Insu and adhesive seal has been complete at all center doorway on cracks between modules - (Jamb, header, y modules are structurall tied together at and ' a , r and ceiling , Draw center wall sections of each cube together with "C" clamps or gluing clamps , Tle doorway cripple studs together using 3/4" perforated banding to achieve correct wall thickness , bl-fold door openings at mate walls are to be trimmed using the following detail , Attach Dase 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 u" 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 , instances, be corrected with therapplication 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 caulk; then touchup , Arches are to have Jambs set and cased, 1 , 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 7 Rise B Stai NOTE ! Field Frame Rake P .F. Han it Wall Between Stairs from Basement Floor h to top of Stair 2+k+ �, v =N Stringer N � 6 Ris _~ Box St r FIGURE 17 SPLIT ENTRY STAIR Pre Finished Handrail z BEDROOM LEVEL V s —r4 M _co LIVING ROOM 7 Rise t' LEVEL Box Stair , 6 Rise r Box Stair N FIGURE 18 SPLIT LEVEL STAIR I Primed Handrail FIGURE 19 ' 12 Rise Box Stair r MI W. � i 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 L 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 wfrIng. Is not connected within panel box t( -prevent elements from burn IU out should 1y , 3 , 7 Electrical Connections (cont' d) b , Crawl Space (cont' d) ower be applied prior to fillln tank with water and bleeding all water lines , Hot 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 Prewlred panel box as for crawl house, is optional on basement models , 1y , 3 , 8 Plumbing Connections a , Plumbing Connections 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 orohlbit fixed high roof slopes using roof extension panels , Where the restrictions occur, the vent extension with roof flange is strapped within the attic at the approximate location with a hold pre-cut in the roof . These extension vent Joints must be glued, roof cap installed and ad) acent shingles 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 comoresslon and trap nuts should be checked before water is turned on, as vibration in transportation are erec- tion may loosen them creating leaks , MAKE SURE To 14 , 3 , 8 Plubbing Connections (cont'd) BLEED HOT WATER HEATER AFTER FILLING IT WITH WATER OR THE TOP ELECTRIC ELEMENT WILL BURN OUT AS SOON AS ELECTRIC CURRENT IS APPLIED , HOT—WATER HEATER ELEMENTS ARE NOT GUARANTEED ! ! ! NOTE ; All plumbing and electrical components have been Installed In conformance with the BOCA Basic Plumbing Code and the National Electrical Code, In compliance with the State Industrialized Housing� Laws and Inspected and certified by a United States Testing Laboratory In-plant Inspector , 3 , All field work and connections must be finished In compliance with the local codes and regulations , This work is sub) ect to inspection by the Local Inspection Authorities , 4 , Plumbing connections are made within chases and access areas as noted on plans , These connections of waste, vent and water pipe must be field tested and Inspected by Local Inspection Authorities , After Inspection and approval , drywall to be completed in those areas by builder , Mechanical Hook-Up 14 . 4 . 1 Plumbing a , Water Supply Prior to- ordering, determine type and size of water supply lines required by local code and Anform Westchester Modular Homes of all special conditions , Westchester Modular Homes completes all pressurized system connections to main bath, to � bath ( If applicable ) , to kitchen and to water heater and washer (crawl space models ) , Standard installations are 1" 0 Polybutylene hot and cold water lines installed to 4" below floor line with threaded female fitting for field connections , Water Heater supply line (crawl space) is 3/4"0 poly- butylene stubbed to 4" below floor line with threaded female fitting for field connection , Check floor plan, plumbing schematic and foundation prints for supply drop location and plumbing runs , Westchester Modular Homes pressure tests all water supply systems installed prior to shipment , Due to possible transportation damage, these lines should be retested after unit is erected, Westchester Modular Homes will not be responsible for any damage occurring from trans- portation off hard surface or erection , It is recommended that the water supply system be chlorinated after all connections are made In the field to sterilize the system, b , DWV Prior to ordering, determine type and size of sewer lines required by local codes and inform Westchester Modular Homes of all special conditions , Standard installations are ABS-DIN Schedule 40 Plastic lines of various sizes (see plumbing drawing) stubbed to V 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 draln ( 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 supplled 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 wlII provide the distrlbution Panel in the factory per house plan , For all basement models, the dlstributlon 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 provlded except for one stairwell light; All labor and materials are to be supplied by builder for basement outlets , 1U , U , 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 cover; 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 , 2x-ulZ60F hWA -P-a 2�xAf 1�/dLEtZ _z°x.h 5pp -r2'+. NCjAW-E N No�tse House 2��x-I-��"tZU 5 _ZX'F�tk1I55 21'a/ 5 IZ rq'p _ cV lT — 9' x7 GjAR�E btt -- - _-mil NE(D£IL YP 2 z"x la" x2 kp s{P :. NBabEk Z�}' o" oNE4 c�a Twa c, a - ster �Las+alu�, _..zix.�� aooF f�l.tILER 2'r-t* t P.LI 5 5 I :%z°F1ttEcepL gYr�syN Be.�av TO UUDEQ�sIDC OF ROOF WAIL—cR -{APA�rs 9"Go NG 5LA B �-► A �A�i S pAp lol�1 C r `V• I •i ONE CAR WIDE DOOR SHOWN CLEARANCE REQUIREMENTS Headroom: 12" Side Room: 3 114" Back Room = Opening Height + P-3" M-401044 Rev. A INS-045-2 Printed in the U.S .A. 11-28-80 DOOR SERtCS 151 ISSVA NO]Ot~� - FOR OUANIIrY PACKED ACCORDING TO DIACZR,IS SHOWN a[LOW OOOt Moot r•4X-te[R 24 3{ 44 64 25 75 EXTENSIONS?RING HARDWARE _ FR STANDARD INSTALLATION Top T:,,n,,..A..-..bly L-H. C)I fo1199 2 2 2 2 Z 2 DOOt VIEWED FROM INSIO[ k .O-d arocL.I .l..Q,.DIy a•�7• - �, 3 3 MODEL 24(2 rANEL X.I SECTIOM A.y 1. (61180 t 10- 3 6 9 6 v t{yu42_t orfl 2 Erd H*o�A slr 2 2 2 2 Z 2 EXTENSION SPRING TRACK AND COUNTERBALANCE INSTRUCTI• 2 2 2 2 2 Z '�'�aai (�' 61tL10.7 Ilw-3 Z 2 2 2 2 •2 S IZpl 2 . k—wy Sr+tl1 y.4�„•T 2 MODEL 3-40 rANEL X A SECTIOM L-H- F;.,_ J-:.r L—L.I f A-"Iy m zac�� 2 ttul_IJ--b 1•�L H.od i,c•cLn10101D 10 12 12 n'IL"Y L;Fr C.LI.Sp.:,y t....:..:y CAW. T _ S+r 10_J( [�-t>— fir' 2 2 2 2 2 2 MO DEL 44({rANEL X t SECTION 2 C ..-r. ffis 6:.ASly -?X3/4{IOn LL X--v'.r.... t(�((r r - am.a_,tal �" " MODEL 6.1(6 rANEL X t SECTIO M LY.`T".L+c4 ❑a a >bd 1_af it CO 2 ( ' t I I WINV AIM2 o I) 1 D 0 0 1 CPL H--N n 3/3-u XIIII-d t6 ,t dlrNc 2 2 2 2 2 2 MODEL 2S(1 rANEL X 3 SECTION) L:fI Ca61. ` I Jo,.6 a.eck., +mrpl_x T (I z 41741 6):r76-X M L...grF) 2 2 2 2 Z I dlDes ! 2 2 2 2 2 2 10 /J J61779 MODEL JSp rANEL X S SEC710 N) v-n:ml Tr�c4 { .{ { LacL Rai I. -r 2 { { aa.al ! 0 ® 5-4 {54 5 X1Tj7_Z]S / �--.f.._.Ir x 1 e•-9• { 4 { 4 { I -�_1 .mires I �� 2 . 36 2 7.4 3Z As � �mI,_ 16 ._.111r i-7pX I'rNlf•7 _. sxov_7 26 26 26 -•-INDI 2 26 30 30 - CATCS rIACUAENi Of CENTER � r"I°a-ar HINGTS O7 in-r,,. 2 • I :AD COt-4PLETE INSTk. ONS PRIOR TO ATTEMPTING TO ERECT DOOR STEP: 4 Stack the:ccondteelionon lop of bollon, ERECTING THE DOOR SECTIONS 15'C.,t section. Line up Ike end stiles and lack ( the section to the jambs as in STEP:J. Install lock (Sec lock instructions, Foldout 3"T EP_- Cut and fit stop mold of 4Sa01 lop of opening Moldy Page Page 4)_See illustrated list of mol remaining sections eriolr for and cut molding square of floor, Fig- I with local ion of lock_ Slack all the iruidc edge of molding extending approx. in opening being careful to followsequence cti 1c4';ride the lames, Fig_ 2. Tack mold of end hinges as in STEP:3_ Attach the top half lanpomrily in place. of all hinges to bottom of next section- .. STEP: Place rollers as shown in Fig-5, 8, and 1D- / D"TEP: 2 Place 60hom scctien in opening, Fig. 3 wilh FIG- I FIG.2 on equal overlap of each end_ LEVEL THE: SECTION_ It may 6, necessary to block one a both rnd:of'cction Io hold it Icvcl_ If �� ^^-x S.cw.d Scei:o., C bolior*'cction is not level with Floor, cut door to fit floor_ THIS IS IMPORTANT_ Fig_ 4_ If door is Iri—,cl, the bottom F"tvre must be C�[— installed an cgvaI d;slonec from the top of the bottac section_ Gotta,S.c:a :l R -'4^ t t iono.S.c7 0 STEP-- 3 I+foll6altoo Fxture: Fig. 5, step plate and lift 0—:d,0— l,ondlo Fig. 6 to 601torn 'cction_ Notch bottom G ft;l to ollo.+6atto,n Gxlurc 10 6c flush, Fig_ 7_ Imloll fist p1n end cale when attoehing bottom �S; Ie Gxlurc Fig- 5_ Attach 60kom halve of end ,-.} FIc_� ' hinges to lop roil of bottom section, Fig. 8_ Lhe la.,of end hinge (C2) on fop rail of bottom - I 'cction and increase to next higher num6cm for each i ,'' � \ TOP FIXTUCE cacA'�ction_ Exo_nplc. '3, r4, rS when ;ntalling FIG-3 J all hinges refer to illustrated list of moteciols fort- E.a..pl. raxnbving Scquersce. Inn tall center hinges os i sFso.rn in Fiv- g_ Fmien Ihc'ccl;on Icmporarify ago;ost jambs will,-ih dr;vrn part way into jorn63 and bend nail:lightly a+-or door sccf ion, Fig_4_ FIG- 9- 1/4 IJ/-C t ;--.h�.a ...�Nw, i - CENTER HINGE OfFICr. :v: FIG- 6 `° �•��1 i FIGS MIT., _. STEP-LIFT HANDLE p' age 2 BOTTOM FIXTURE FIG- 8 END HINGE 'I IC061< with nylon irticri EXTENSION SPRING TRACK Jj fk.';ao..Ll A..�!< � ( Y,AND COUNTERfl:.(ANCE INSTRUCTI07fvS •t'•I � A B Spring R<t0;nir.g Ca6I< <,, 1 . STEP: 6 I r� Imioll the v<rlicol hocks wish 5/16'X 1-3/4-logs and I/4-20 X 5/9 (rock t ,kown in Fig,l)- If the bottom Iccl;on wat rcribcd and trimmcd, mist the vcrt 6i pr 7r I frock off the floor on the low side the to,,c amount MINI", ou rcricd and Ir;mmcd IN, 6ottm'vor the 6onom seelion in Slep 2_ The lop or bosh verlieol Iraela mu;,be Lak S.rPpaei Lchrt Scc 1a.S Ocloil Fig- 12 for proper ipacsng- / Imo- +I I ; "� (.•or:relr.d.e) / I � f�• STEP: 7 Attack rho horrzoN<I Rack to the 3�-x 1-1 I r Fi veriieol Irock using INC joint brockcl shown /2" bo 11, + )'Up 10 12- g- 13. Attach the horizontal anglc to the hood brockct, Anocn IN Loc4wosh<r, and Nut horizontal Irock_ Align the hood brock is unit to ct, Fig_11, so that the hocks will 6. it, STEP: 8 -Support from rear o<Ihch horizontal lanporarily w;lh props r_ the floor or will, FIG.14 r� o T horizontal-Should hovc on "-lien to•-rard Ih- r/r ppruximolclY one(1) inch- c roar o. STEP-. 9 Attoch INC odjutl061<lop rxrvrc Io Ih< lop carnet of Ih<door w;,h four(4) 1/4 1a/4-carr;ogc 6ohI Sa<F7g,10_ L—_16c both halddry the roller cocci cr the brockct and odjmf roller so 'hot Ihc-Y ore seated firmly in track_1 not is holding the door Io the jom6a_ Remove If, _ STEP: 10 Aas.rnbl<the eounler6alone�sprang m sbc n,in Fig- 14_ AII.ch At-._b1T to Hariaontol STEP= 1 1 Drift 1/4-Note in cock bock auppon brock<t_h; h Irock 0nd 9 m coo A.'c l,.n •.�� // r,t. „a _ - Tock in lrcrr-. t;cn Fcr STEP 7_ �i_on+ol aLcv+ 1 rz- ;n fro.: IN, I ��.. - F}/JI//( r dc<of if+c STEP: 12 Allaeh Pufley Ia one end or exh tpr;na by r <rt rng the ef<via ihnau eh'Ih< la_p - ; sl. lxkcrid ow¢<rpr;ng and att0 Mng Ih<pull to,h s_ilh 0�/E-X I-1 \ c' and nut_ Altodr the o:n<r<cnd o. Ih<I cP, �.�cc ;racy.; Ih< too +print Ia DETAIL A-A _ ^g Pin Ik<d of the r g 5 e c 'eus:•:drill_� - in Figur.1<_ pr;n ihrw h tl.c hot pr��, `..k`id.) Anoch stud pulley to,hc hor;xontol or.gl<v ing 3/E-X 1-1/2-bolt, lock wmhc nart, LIFT DOOR INTO THE FULLY OPENED POSfTION- 1 NOTE- DOOR MUST BE SECURED IN OPEN POSITION ISEFORE INSTALUNG SPRING' t 71_ STEP: 13 Thread lift e�(<a..<r if_ro of a,ud II I - IN.lop of IN,eleva pulley B and f dr(A)on the F_;aonto(ongle, back a Io Ih<hori �) o'�"'rd lo-.nrd the front wait and fostcn sccu. l I--c4 T..yy.n te<k<t z.anslc_Plx<Ices;on on Ih< cablc and r y,i'rin9(s)by joking rng all clack out of INC HORIZONTAL TRACK Piing_ SRctch springs rlighrl roc taco Pt J(1/ P/N 4105&-X ^,T pI I• J/ I t t STEP: 14 To ProP<rIy rmI<n IN,cable Io Ih<6orizonlol angle, r1v<od Ih<coSl< rhrou h Ihr 'eu I:I back hole in the cnd of IN,angle, Ih<n r g down through Ih<front hole, 11+en undo the po trgh the middle l+ole in the bcck, 1 port or 11K a SI< )<Iwcen the beck \\`v:i and m;dd(c Notts_ (Dc:oil A-/r,)_ Repent for all coal TE?: 1= Loti'cr the d--r rd:h \/+ •� i 1 n -.rc:nems wish I!.<�.rur s.a M.l10 _roc b. •\\ �.\\ �SiT -.clap V-.:<. � �b •\_ cSrrl:r- arG- •er^lion Or O:Gr ClG me <L.•1 C;moll oE.r_rm<nn ;nc�cc:cd_ Tc c4cck Tsmc for cS_cl pull, :cc rig, 1-C_ E urc off (aat<ncra cc rccur<_ Stop opt oGo bc no;led into place, allo...;ng iratrcro„;h spocc bcm.ccn door for good +d ( VERTICAL TRACK J-6 B'ack<l ! NOTE: SEE INS-099-6 FOR INSTALLATION OF EXTENSION STr.ING RETAINING C:.BI k I/1 r 3k...a o P/N 4 1016-X / " t FIG.12 Fig. 11 JAMB DETAIL TRACK. FIG.13 JOINT 8PACKET fLOCK INSTRUCTIONS CENTER MOUNT - EXTENSION SPRINGS STEP: 1 Using lock template, drill holes as required. Place on outside of door, insert the bolt in he bottom holea nddtheescrew in [lie nloh°ndle Ol STEP: 2 Place inside unilock n on inside of door, Insert lock stemp proper place, Secure nut to:through bolt, holding both inner and outerter Ip rise in. four (4) wood screws in unilock for wood doors, stall STEP: 3 In using center mount lock, atfach lock rods O to lock as shown. Attach guides ® to the end and center stiles, See Step 5. the lock rod STEP: 4 With lock in unlocked position, insert lock rod spring SO into lace o side (Optional), P n Ilse long rod STEP: 5 With door fully closed, adjust the location of Ike end lock rod guide Ton stile to secure the door allowing the lock to work Freely, the end STEP: 6 Two (2) lock rods are required on all doors using extension spring counterbal ance. . TOP NOTE: Remove key from lock before installing Lock Handle Assembly lock in door, with Cast Escutcheon, 1,187 Dio. 4 2 4 L I � � •I, �� ,b is ALIGN WITH CENTER •,, �� STILE OF DOOR S b , !� 4 1-1/16") 4 I.062 Dio. Lock Handle Assembly with Stamped Escutcheon, .216 Dia, Page 4 BOTTOM if' •:t• •i •, .•,tY+:1.�(-!' 0:1(��j,/1'r(� '�S1}•{ 6 ��r•'��I s•••�f�'1•a•f •Q 1 1,94 '/1 e •3 �b•i! 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INDD['rl OUTDOOR '[ >L�-I1JAJC`.�l eERI.10TAT• TifERMOSTAT(S) INDOOR UNIT OUTDOOR UNIT n INSULATION TO VAPOR LINE LXPOSLD (WITH OR WITHOUT `�-,-f' l•O OUTDOOR CONDITIONS ELECTRIC HEATER) lea ^ I� LENGTH OF EXPOSED 0 �ll INSULATION J I VAPOn LINE' T14ICKNESSI fin.) 10 3/D 25 1/2 35 • 150 3/4 Wiring necessary for cooling and one•slage hen ling.Outdoor 38CO unit used with indoor unit note equipped Recommended vapor line insulation for piping PPed R exposed to outdoor healer. with electric conditions to prevent loss of healing during [leafing cycle. When vapor line goes Ihru interior spaces, insulation should be selected —_ Additional wiring necessarylor cooling willi2•slagehealing, loprevenlcondensaI ion on cooling cycle.I-Irmlingcapacilyshouldbe (Outdoor 3000 unit used wilh indoor unit equipped wish reduced I000 Olull if over 35 II of vapor line will,3i4•in.insulation electric heal.) is exposed-lo outdoor conditions. Adel to cooling will, 2-singr, healing wiring when one or 2 (Vapor lines of Accessory prechArgr,d tubing p;ickagrs (available for outdoor Ihermoslals are used.(ACcessorysupplemrnlal hen[ use with 38C0 units)Ate Insulated will,closed r,r.11 Inam pinstic insu- relay required when 2 ouldoor thermostats are used.) Intion with o thermal conductivity of .20 Oluh/sg II/F/inch. S F_Vplcal piping and wiring -�— DISCONNECT PER If EC ---- f nOM POWER LIOUIO LINE SUPPLY 405 fAN SECTION VAPOR LINE 10FO ELCCTnlc IIEATEn 28H0 COIL �� AUXIIlIAny -_-- -- --- COI+UEI+SATE I•`. �- - PA17 I � -- - _-- PRIMARY CONDENSATE SECONDARY OIIAIN --• I CONDCNSATE N \_ ( DRAIN* :•� �`�,` ��\ `--. TIDOMOSTAT 3co it �:\ • ;\,• ..`-�\\ �� •\\ - Ii• I = I ,: r� : lid .__..�__.,��r helN. � `•.• � SPACE REQUIRED -' �, JU1JTit+G OAS I�0'�� \ -FROM WALL r 71GIlT PLUS 4" -�\ —( TO UNITS�'-.- / ,`• •. JPPORT LEGS it [L[vn1[o nnneue[�+[ur Piping C�) Indoor Unit Airflow 11MPOnTANT:WIIen tiny Ian coil Is inSlallod over A linishrd ceiling And/or living area —Power Wiring FS Outdoor Unit Airflow on auxilin(Y sheel metal condensate pan should be Insiolle(I under the entire unit. :onlr0l Wiring NOTES: I, Unit pincemoni de -andent on space roqu4cmenl for service And nirllow. See )Cale seconcinry rirnin line OUllr.l so that any Dimensions. scharge is visible hul will not calrse damage. 2• IIIusIfAlion shown is ✓1 genc(Al guide only and is not inlended for or to include All details for tiny specific InslAltalion. olongrd sublrrctiny Iem crcnsc ntoUnlint) base mperalures or bCeavu ight in Arens j) ywilele J. Controls which start rind slop ouldoor unit inusl h r.e powrerl Cxl¢rnally. Typical syslr;rn control wiring, shown on pngr 10, uses indoor seclion GOVA Control circuit pow occur See Clq vnlyd arrangr.mr.nl. f24.v)Irnnslormr.r As power source. in " � runish and install an airlo-air electric heal (outdoor ur,il pump Melering device internal compor,erils shall be removable for il, the location and manner shown on the cleaning or replacement, i plan. The ui,il shall be designed and tested for use with Refrigerant 22, Brass service valves with refrigerant line Outdoor unit fan shall be propeller type,direct driven and fillings and service arranged for vertical .air discharge. ( an motor shall be unit. t�lounliiig legs sl Ilsbelprovidedcaled on exterior of factory lubricated and internal( Y Protected. Nominal unit electrical charac(erislics shall be v Compressor shell be of the welded hermetic lype will, ply, Hertz. Unit shall be capable of salis, internal vibration isolation. Compressor motor shalt have v to both Thermal and current sensitive overload device, and factory operation within voltage range of- star( assist device shall be standard on ]-phase unils if required. Compressor shall be equipped with a crankcase Total cooling cal)ar-ily shall be not less than Bluh healer and have internal high-pressure protection. Unil will, indoor unil air quanli(y of cfm at motor power input shall not exceed bulb lemperalure coincident will, F dr r wet k�v al specified y•bull, lem• conditions. peralure of air enlering.ouldoor unil. Sensible heal capac•ily shall be not less Than 8(ull wills F room Controls and Protective devices shall include a ligrrir) dry-bulb temperature. line low-pressure switch, suction line accumulator and ssure ief device, Healing capacity shall be not less than 9loh with beencludedi10 accomplish defrosting n automatic defrost control shall air entering outdoor unit of g (only if coil saturated F dry-bulb lemperalure at suction lemperalure indicales freezing lemperalures)every 85°n relative huh,idily, and F dry-bulb temperature 90 minutes for a period of r,ot more Than 10 minutes. of air entering indoor unit. Unil power input shall be Control wiring terminal board shall be designed to maid, kiv or less at these conditions. One kw elec. indoor (40AQ) unit terminal board and accessory thereto. Iric healer shall be provided, slat terminals for standardized poin(-lo point connectors. Outdoor coil shall be constructed will, aluminum plate Maximum dimensions: width in., depth in., fins mechanically bonded to aluminum tubing with all joints height inches. brazed. Coil shall be rows deep tvilh a nominal fin spacing of fins per in. and shall have a face area of Accessories shall include (Indoor Thermostat), (Outdoor not less Ilan sq feel. Coil shall be Thermostat), (Supplemental Heal Relay),(Solid•Slale Time vinyl coaled grille. sq feel, coil refrigerant)meter• Guard II), (Liquid Line Filler-Drier), (Slarl Capacitor and ing device shall be mounted on unit liquid service valve. Packa es ,- ORelay), (Flare. oliml er�Conl Control), (Service (Rack) 9 )�.( p ) ( Y), (Rack). 11 M 5 Supplemental Information 14 , 5 , 1 Erection Options General description of work to be performed for erection , a . HOUSE SET ON FOUNDATION INCLUDES ; ( Included In House Sale Price) When not backfilled, Erector will charge Builder for each house , ) . 50 L Sill Seal 2 , Sill Plates 3 , Knee Walls and Knee Wall NIndows 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 hou 12 , Set All Items Requiring Cranes se Maximum Time at Setting Two (2 ) Hours Per Box b , HOUSE ERECTION INCLUDES ; Exterior (When not backfilled, Erector will charge Builder for each house , ) 50 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 , Commpletlon of all exterior treatments i Interior (When slab Is not poured, Erector will char ge$50 for Ranch, Two Story and Multi -Family house , ilaer and $.100 for Bl-Levels and Split Levels , ) s 1U , 5 , 1 Erection Options (cont'd) I . Includes work performed in Exterior 2 , Secure mate walls at openings 3 , Insulate all openings between modular units U , 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 blfold openings and set blfolds 8 . Reset all blfolds 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 1y - 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 M 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 � ' Level 6' Pry Bar 1 or 2 Good Looking Ladies y ' Wrecking Bar 2 Ea , Straight Claw Hammer 20/22 Oz , 2 Ea , Ton Come-A-Long or Cable Hoists y Ea , 20 ' Chains 2 Ea , 5 Ton Hyd , Jacks �- Ea , 50' Ropes 3/8" Small Package Shingles - Wood 16 -- 3/8" Lag Bolts for Lolly Columns 10" Ad) ustable Drench (Crescent) d . � 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 V x 4" ( 1/8" or 1/v thick) 12 - 2"x6" blocks 2 ' Long 12 - 2"x4" blocks 2 ' Long 15# - 20 Penny Common Nails 20# - 8 Penny Common Nails 20# - 6 Penny Common Nails 5/81/x8" Eye Bolts 6-12 b , Crane Recommended Items ; 35 ton or better crane 3 - 14 ' Mln , Spreader Bars w/ C. clamps for cables 1 - Beam 25 ' 6" 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 , APPENDIX FASTENING SCHEDULE BUILDING ELEMENT FASTENER SIZE/TYPE QUANTITY/LOCATION JOIST TO PERIMETER BEAM 16d o-.131"x 3 1/4"P-NAIL 4 END NAILED 1/3"SHEATHING'" CONSTRUCTIOI\GLUE WITH PERIMETER BEAM Jil6"x 1 V2"x 16;a STAPLE 16"o c STAGGERED CONSTRUCT ION•GLUE WITH PERIMETER BEAM ASSEivIBLY 16d or.131"x 3 IA'P-NAIL 16"o c STAGGERED BRIDGING(2 x 10) 16d or-.131"x 3 1/4"P-NAIL 4 END NAILED 314"T&G FLOOR SHEATEING CONSTRUCTION GLUE WITH 6"o c ALONG EDGES, TO JOISTS 7116"x 2.1/4"x 16 ga STAPLE 10"o c INTERvfED.SUPPORT SINGLE JOIST H-,;NGER 1 1/2"x.097"P-NAIL EQUIVALENT TO 2 PER HOLE DOUBLE JOIST HANGER 11/2"x.097"P-NAIL EQUIVALENT TO 2 PER HOLE STUD TO TOP/BOTTOM PLATE: 2 x 3 &2 x 4 16d or.131"x 3 1/4"P-NAIL 2 END NAILED STUD TO TOP/B OTTOM PLATE:2 x 6&2 x 8 16d or.131"x 3 1/4"P-NAIL 3 END NAILED DOUB LEE TOP PLATE l6d or.131"x 3 1/4"P-NAIL 16"o c FACE NAILED DOUBLE STUD JACK/POSTS: 2 x 3:2 x 4,2 x 6&2 x 8 16dor.131"x31/4"P-NAIL 24"o c FACE NAILED CORNER STUDS 16d or.131"x 3 1/4"P-NAIL 24"o c FACE NAILED EX.T/MATING WALL TO DECK: 2 NAILS EACH SIDE OF STUD 2 x 3,2 x 4,2 x 6&2 x 8 16d or.131"x 3 1/4"P-NAIL FACE NAILED TO DECK ROOF TRUSS TO ROOF BLOCK OR PERIMETER BOARD(EXT. OR-MATING WALL) 16d or.Ili 1"x 3 1/4"P-NAIL 3 END NAILED ROOF BLOCK TO TOP PLATE (EXTERIOR WALL) 16d or.131"x 3 1/4"P-NAIL 3 FACE NAILED PERIMETER BOARD TO TOP PLATE(MATING WALL) 16d or.13 V x 3 1/4"P-NAIL 8"o c TOE NAILED ROOF TRUSS TO RIDGE BOARD OR UPPER LATERAL 16d or,13 1"x 3 V4"P-NAIL 3 END NAILED KNEEWALL ASSEMBLY: 2 x 3 &2 x 4 16d or.131"x 3 1/4"P-NAIL 2 END NAILED ALL FASTENING MAY BE REPLACED WITH ALTERNATE AND EQUAL FASTENING APPRIOVED 7 2�QtI PFS CORP. A.6.1 -.�•-S,.Y_/:�'�.::..�:� .. �1 :�-1•'i�'•..r:�.'.!.Avz�=""`•��.. _ ��R•`.d"i::.:.: - i'4�r•E'.i3✓`.?iG'� '-'(c%,':iI - 11. Tc ROOF RIDGE ASSEMBLY -END ' NAILED TO TOP CHORD LATERAL • 1 FRAMING MEMBER WITH (2) ROOF RIDGE INSERT l6d NAILS PER EACH END OF • RIDGE BLOCK KNEE WALL- 2 X 4 SPF 83 STUDS 0 C TRUSS SPACING. 2 X 4 SPF d3 TOP PLATE TOP CHORD OF ROOF 12 B PRE-ENGINEERED ROOF TRUSS TRUSS S p 2 X 8 TOP CHORD LATERAL FRAMING MEMBER A 2 X 3 LEDGER OMATING WALL EXTERIOR WALL SECTION DETAIL CONSTRUCTION CONSTRUCTION 12•-11 1/2• W-11 1/2" I. CROSS SECTION OF STANDARD TRUSS TOP CHORD OF ROOF TRUSS (STRUCTURALLY INDEPENDENT& NON STORAGE ROOF TYPE) rt ACE NAIL KNEE WALL TOP PLATE TO ROOF TRUSS TOP CHORD WITH (3) l6d NAILS 2%a KNEE WALL w1(H STUDS O EACH TRUSS NOTES 1) 16d NAILS MAY BE REPLACED WITH .131-x 3 1/4-POWER DRIVEN NAILS BO SECTION DETAIL KNEE WALL (TRUSS MEMBER) KNEE WALL(TRUSS MEMBER) st FASTEN MICRO 1A1.1 CEILING BEAMS TOGETHER WITH 1/2-DIAMETER BOLTS O 72'O C I 1 I zS BOTTOM CHORD OF ROOF TRUSS BOTTOM CHORD OF ROOF TRUSS MATING WALL JFASTEN MATING CEIUNG GWB TO BOTTOM CHORD OF ROOF TRUSS ®®� Westchester Modular Homes Inc 30 Rcagonz MITI Rood.W.ngdolc,No+YoH<. 12594 T.1 (914)832-9A00 fox (914)832-6G90' A SECTION DETAIL AO SECTION DETAIL O SHOWING MATING WALL HEARING SHOW'INGMATING ROOF BEAM MODULAR BUILDING SYSTEM --GOOF SECTION DETAILS 9C o t3 � l r F70DEL.- O00 BUI.LDING INFA---------------- R �M C A. 03120 SP ECG AL USE PR,VJS ONS� EXTE-RIOR ENVELOPE .CU STO E� L CT SITE: W. BARNNSTABLE CON D11 TI ON�S 0R LIMITATIONS 'F A E 'A `ES BUILDER, /PURCHASER :RDA7 INC. BUILDING MAY N0T BE LOCATED a WITHIN FIRE LIMIT I UI NKE ROGERS w 6 0» MINIMUM CODE REQUIRED R " - USE GROU ; t CONS T RUCTION TYPE WOOD FRAME SETBACK FROM LOT LINES WITH . � b FAREA : ° O � SF0 HOUR EXTERICOR WALL B /P L� n LL � � P ON SI B LE _EOR — �o� r A ax�p. tiara �2 S.1 is SHALL I A B E R !_ S � �J J -, rah.. �s IVA C,00. p r �,i I I�/ .� C U . i I �:�&2 Family) for construction control LOCATION O N L0 I HOUSE SEE ATTACHED M ECCH ECK ' tJ !� , �• , I G ;I T: 2 ' - 3 ,. COMPLIANCE f I — REPORT ; ;1 v 0_ S T O I � � . HEATING SYSTEI\A TYPE: _- ;, ; D. ;,\ , , �, n / i �- I ��� ►, I \ B I�`1 S E B 0 !�R D , 1 ,�, I� C I L�J , D Q CFD = CI ,n,l._ EMS , : � � PIOTo ELECTRfC HETiNG SYSTEM FUEL: ' IRE nLAI ) M I. . _\ E) � - M 0 K E D�T�Ec TORS) SHALL TTHEESPoI SpBI �� TY SYST� IU i � . { S — . . , ,. , • F BUILDEDI RURC;; ASS \ — I nn i� _ _I L. I I,� �N ST C , " — , -- \�� N I l YU 1. ELL. (IONS Oc I` l { , 2. FOUNDATION PLAN j i :SA a ErnaR PLANS SHALL B F Tf-I r R S F' Iti r 8 ( L I T Y CROSS SECTION DESIGN `IU_ LOADS ( PSF ) p � i /� � � � PLUMBING PLAN � � . OF BUILDER /PURCHASE j�/ n 6 ELECTRICAL PLAN . ;, LL 2 � 7C FH W BASEaoARD HEAT n F L CO CO R : A 0 THIRD PARTY INFORMATION B. STANDARD NOTES & DETAILS g TOTAL PAGES + COVER SHEET ' RO ;� ,� PFS Corp j i CORRIDORS N ,!; /101 S . Morke S � r�u L , ` ✓ Blooms-burg , RA 1 �7813 ' 100 g , ` _I C 0► I I E '� '` TPIA "2 , 04 30/04 I\ ( C I I ,-, i 1 0TH F R : NA STATE LABEL LOCATIONS I , pFS CQRFCRATI©N APPROVAi. 14-11 iED T�3 1 st-fLR DRY BOX-- p�'�R�ROVED FACTORY BUILT POORTI . PANTRY CLOSET - Pizrs certified to com�N with all JUL1 st FLR WET BOX— appr:ca�ta cnoes ano reyurations of aIN ` ' 'COVER SHEET U).: UNDER -KITCHEN SINK ' ,.�� : Qs >�ser NOa�uZ�r tom D ,. �� �, es In-C �' % �G - �Dfj�.ces -and lttanu actu7-er .P'Za.7r,t PS W ENn ST A 80 ate axis ,f S I ENB - _ �� a9 ;�f�ll Uftd, 3PingrdaZe, N ', 7Z 94 U Title Tel {91.4)8 ;�'c Signature _ � �Q, 1131 . 82-9�00 :(9y�)832-SE.�8 * In ctia-i Agency Lobel ApPROV� LiMITEOTOFACTO BUILTPORtK)N * Data Plate is urider �Fc�gN��G��w`,. ?f cr. �ctj.L :� .. +�.. - t _ kitc -r sink on rrg t srt e t l o;�o der -unit) �N N Y x �. �c�c a , tee 04IS01Q 1' I �f0�i5E WiD'1if _ OVERHANG DIMENSION ROM24'-0` 26'-b" 30'-0`2T-8" 1'-8512 712 912 12" Y 7 2 '12 8 3/4" U Z ,= Z � o WINDOW Gr7'I.:..r PAI'Tr.RNS SHOWN ARE FOR ANDEPSSN WINDOWS. P GRILL PAIILRNS FOR OTHER MANU=ACTUREERS MAY BE DI-FFERENT. (� w CL cc cr Z tL: . Q r�� �itrN�rutlfrur�L�t y fit— 1/ `� u � .7 Q.i > i 2 i t j , t l i i l t 1 ! 1 i l l 1 I f l { 1 1 1 Q Q f`�`��ltlliNliillii�i�t 1 1 t t t 1 1 1 t 1 1 1 1 t 1 1 r 1 1 1 11 1 I tL ilt tt t � III III � I I � : 1 IiI III I w ( I :.. ' ffillO�RHAHG, r 00 � = CJI W i I aeon I c�nnn } c ° ALL EXT.STAIRS. STEPS. RAILS & GUARDS TO I I D-SIuN�, SUPPLFED AND INSTAL1LE-D By B/P 1 BY B� I BY WMH + I I RIGHT ELEVATION FRO I ELEVATION _� � _-- �__ _� c"' � co C> rl >— co co I <co LJ rn W a o x u>< LL- PLUMBING Vc-frl SACK <z o. op 0 � o � 04 co III i i I I i I i- I ! 1 I I ro tlI IIiI .I II � Ldol N LLLJ Z ., iZZovl CHART t U CJ I Er r*4 Lr) cc AC BY NMH BY B/P I 'i REAR ELEVATION LEFT EL EVATION — u. CD AApRC 4. ACfppY ' LlmaEF'D 7.0 - -- NO PT LOADS ARE DIMENSIONED FROM ABOVE OTNi:RWIS£... POUNDATIDN WALL y I Q COLUMNS B'-l0- FOOTING I MAXIMUM SPAN HETtN I I 0 LLJ IL -i J -1 1 2" 5'_4 1/2" 3/ „ Z 4 - ---- I 14'-2 1/2" 7'-4 1/2" 10'-4" Q 4'_3CLI _ , lo I I I r!EE-- I b I LALLY COLUMN j ,``, '^ COLUMN =DOTING rJ ►►►►►►►u�r�p,rr t rr r i , I r [UN-XCAVA ED) 'Up STAIRS DESIGNED & CONSTRUCTED BY B/P O a C7Lr ..;/ �j Y rZ 01 a -' CRAWL SPACE QQ N J LL gun►►� E� [EXCAVATED] col� Li T co W rn vh I I I I I I I I ( I c N . J � v O 3 IV- i m co,! c m ♦ � a> � jZ Z< <` pap riCD cn 0 p �m �o rn Q cn � M F- Q� b W CD V a,-- U7 � .� cy) 0 Ln .o z .� 0 � Q : +-- _ I m . rw � ; . VOU : Q -Q C� o c)) < i p S Lo - � A r L t O Li f T P "I OlV cn a 3-M WL DX50 DX50 3046 2-M WCN 235 V D X28 PINNED PINNED Z LX 1 D81 _0 _ I CAR Der OO 83s O Bt2 O Z. �3 ,A NOOK BEDROOM 3 S U N R O O M ® 9'-11" x 13'-0 1/2" 9'-8" x l 3'-0 1/2" w c = M b Z o bi mo KITCHEN o � N � , 3 L) S/I o z 14'-B x 13'-0 1/2" '¢ DY�� 0 �2 1 FOR FUTURE cc Ll \ / WALL REMOVA � B36 fV t 0 ?' CD ILJ [4] 1 1/2" x 9 1/4" F50 \ �' V- W I D26 ►� — I R AM — CEIL/ZND FL p�c� i Ico I zi s� PANTRY I ----------------- ° N IDn 'SriELVES BY B/PJ I p r I "- r1' ` I 1 o I I 5 F- ' tau G J�M � w L� 1 Y o O n-� L>= J k uj a GARAGE UP Iup --, �.;;, -' s" S�lov r I Q < LIVING ROOM ! _ I " I I i DOrv� Or.' S:�� BBYE/= J -0 X I0'-8" i� I < Mil i I I l i f M W3045 M W3046 M W3046uj i w v >< Lo f i _ L o' 1 V Ln Eo Do x < �-y iD 3' z Lam._ p m o rn¢ p p Lr)a) L p Q Cn b W n a,-- L0 [� m o� CV O �jj:: Mz o :�-- Z : (.) V LIGHT & VENTILA T•ION SCHEDULE (SF) of zoo , . r?QQM I AREA ILIGHT SUPPLIED .1 VENT SUPPLIED Q < z ; AF DR LIVING ROOM al 1 35.5 1 s.15 C rn Q ' P S Z Elf N cn BEDROOM 3 1 126 1 52.7 27.40 '� �-- J^r222 NOOK 1 129 1 31.7 I 15.30 l O C.a KITCHEN .191 1 17.0 1 14.80 � 0 LIMI Q ! i ! � ' o olv 1� 32'-0' SNED DORMER 10 2—M W304fi M W3046 } Z,,tt IN z . po/ , 2X9 B E D R 0 O.M 2 ' 2x 9 0 ° \ L 10/01�LEL I /�+ r ., „ CL o A z SITTING ROOMZ 12'-0 1/2" x 9'-10 1/2" S L DX60 — Q 2-MWJO .o 'L,r CL o C) - _ PINNED co 0 C 0 x � I 7 En 1 \� � N p LfT" O S/L POST—� i j23 1 1/['x 16' MICROLAM-ENTIRE ROD= �J a Y,a/ .j IDY/ l I� a _ -POST 1 I i 1111 I I I I � � n ~� `�t11�/1{litfltl/tl T t MASTER ER BEDROOM � ~� o Al �'`� ' BONUS SOON i 16'-o" x 13'-9" ------ i Dc) I � � i MP STD STD ( O - •---,• ---- 1 :I J_ Li MW3032 t� I I \� C I ( I _ ✓I I I I zi i I 2B'—D" SHED DORMER =:)i S Lit 3—MSW3032 co TV i N co I %4'--D.. < Z � D3 g :,_, L7 <Z QUO C C .?C) 0 � u,m ••a- = N }- N co Lr) 0 0 Z � � LLJ Q . w C� Al LIGHT & VENTILATION SCHEDULE (SF) z o z o A EA I HT SUPPLIED VENT SUPPLIED Q — AP ROOM R>= L G � Q � z , P MASTER BDRM 1 220 1 52.5 30.25 z . c N � R IIBEDRODM 2 1 176 1 1 B.1 I 10.75 C:20 L /,SlT71NG ROOM 119 I 24.B 14.45 C) Lj �° � F vAL LIM ) TO L>`I I h a p , ON . ' ' - • _mod .UJI rL C�A'T R D.-E VENT 'IiLr ATTIC SPACE IS . NIDT DM,,t4M FM �� Q STO AGE n- 72 Ceti Tl�t� R''ODF TRUSS D:SIGN afi Q r<0OF Ls- 30Yr S L -SE~ .lNG `IBEr�',GLASS SHIIJG+wS ,a _ 5/8' 4-D SHEA T In!G ^ONTINuOUSLY - T-E SHED r i.14TZr f AVE t PP: TD 6E S.J. _.IE:D ,�'t ✓.c S ?Y WufH AND TD BE il't' INTERIOR WALL i �C) i INS " - ON S!i� p � W Q ' I2] 2x4 SPF #3 TCP PLATES �-a. crs ,` .,Y B//p ---� 2x4 SPF f3 016" OC STUDS e►-- © .`� ,2 2x4 SPF 3 SOLD PL ATE _'�� - ' Lm GVstS BOTH SIDS i� = '- �, O - A z CL 1_ FL.DZG_A..S BA v - ^" �- I � I ` 1 x6 SUB--FASCIA KtRAr i BACK r.313 INSULATION + ) (,) i�� 1( � � � O:cn� s�'� c �Cn. � c �zK►� i ALUMN FASCIA i Y? EXTERIOR WAI Li `X J'F =J TV. ai k-`S ' I. I \� a '_-r� 1 ) t .� —t.Js �s::� �j _ 2 W Li i j >• -- �j (^_ 16' 0C STUDS � I � VIr\"! S0 FIT 10.7 IN /FT VE1\1 T ¢ 17 Gam= 1.j !' - _- _I!'^ _ rl.ii•�`' ^1:�`=�= �X.� D:J J STUDS @ 16 _`,C• ✓7 , 7 SI'UD5 ` / C,C. i t t.�l 1 ^NrY n .7( Y A77 I rviAI.SID� I I G ! \ a t _ AGE _ 1/%' U�NCY Rh-D f.iUVG .:,I t>:I.JIDL �� 12„ 1/2., GVJB INTERIOR SIDE \ 2 I _ o o v �,iR IN'IL i r A I f ON BARRIER 2x3 5?'F �3 SOLE PLATE: \ I m ..L� z VINYL SIDING 1 its sus�'TLODRING � ( \ N ' ~ �a W U Tbw^ PLYWOOD � 2xs ?T SILL PLA i�. Lfl � � INSTALL- )iI " By B/P) 2x10 SPF m2 © 16" OC FLR JS'I SUP RTS ! � � i X & STS BY B/P _ R-19 FIBERGLASS INSULATION N 9 W/ KRAFT BACK VAPOR BARRIER `� \ } CU 0 � TO COMPLY W/ENERGY CODE ' I © E >_ � 7 15/16'� p INSTALLED & SUPPLIED BY B/P .-� \ ¢ z SEE STD. NOTES DWG #F8 CC) -„r a _J x �m ( D z z N o v' < 0 C) L.t.!>� Lu m �m p _ U3I 0 I_ , - --r a, sQ w � Li cn - .. n kz� O O V 0 � o Lij � Q & o L5 W �® rN) Z 0 4 00 Z pR�VEjD m' Qr CN cn C0RP Q� . o �C�W �j �' L 2220p3 p _ LJ [� z s� ►- I _ FA A� LtMJTc pTO �. a R BUILT Pop Tio1v Z W DW KIT & DW NOOK K Z Z"D 00 BEDROOM 3 S U N R 0 0 M ' '/2"v w _ A, z KITCHEN I Q •01 1 I ?AN I-�r,Y ' ---------------- o I . I �� 1 I 1 uj Q o 1:1 E o SUPPLIES 3"D FROM Fj mot, 2ND FL wAS DER--- -- Lit: >> _ o n '` 1 7 2"v - a lr .� o GnR ^ G� t-� A i_ SHO d 2'D I LIVING ROOM ! Q iCIQ' I PED SINK W /2"D i C W Wc 3"D I 2"v � w� KIT SINK >' U DW iv cn: ia� V '� co __q .� 0) s D 2-4'-0" < U rn Co L �; G�NSRAL BATH KITCHEN J � " x E 0 < (�] :-�r N ;iq 7�?'i, WASHER WC SINK KIT SHO SINK DW O 0 m z m O � �< n C1� In `v co I S._ rn WASHER ¢ ¢ T 1 i \ I I I I 1 TYP W co p FL �W n (Z V v SHO N \ I i I 1 1 431 OCV :: CU >z DWV' DIAGRAM Nq77 r,, � . VIEW `A' - N T S \ w -D = DRAIN SUPPLY DIAGRAM z +- _ : V = VENT VIEW o v o c3 ,� E A - NTS z FV = FUTURE VENT •-••••••-« DRAIN BY RP Imo • o FL = FLOOR LINE < -Q co z SP = STAND PIPE DRAIN BY WMH - 0 o rn <t 1/2•� SHUT -OFF VALVE z Ix C'\, m ' DW = DISH WASHER ^__--= VENT BY BP WC = WATER CLOSET COLD FC = FIELD CONNECTION BY $/P VENT BY WMH ------- HOT B/P - BUIL DER PURC?I ASER li,, o II 2 T pORTT d . 1p� ioln 7 U fi z 2 • 4 �' NOOK o �- EDROOM 3 sUNR00M pN �2-'aowH 0 KITCH : Q 71 0: TO GARAGE-�' \� SD SD Z /0 2 2 / 17 SELL �/ �. `/ co Orr �`t= 9 cc ' < W aLLJ � X ...i = e zao = 6 Lu v � GARAGE TO 2ND FL 4HD9 E -- 0 -� LIVING o � ROOM i ' U WT , � LIE—LEND CIRCUIT DIRLCT0RY In ED � ,�� S X � PANEL BOX INO. IAMP IWIREI CIRCUIT ( CIRCUIT IWIREI AMP N0. c n T O & ,rov DUPLEX RECEPT1CA 1 1 20 112-21 RANGE I KITCHEN COUNT. 112-21 20 12 110V DUP!-X REC--PTICAL — SPUT %IRS_.) W K(TGHEN COUNT. 12-2 2D 4 'C `E -a 3 120 112-21 DISH ASHER i I 1 awn m L� o rn =OV RE«''-.PTICAL I j 1 20 112-21 REFRIGERATOR I GL KIT/NOOK/EXT 14-21 13 1 6 J in `° }J WALL LIGHT 7 16 114-21 BDRM3 AR S/SD GL-LIV RM 14-2 15 8 < -�- to M aLNG UGC SURFACE MOUNTED R ap18 114-21 GL-HALL/PNTRY/BTHI DRYE Q RE ESSM LIGHT AT CEILING L i LL J .� _ .� •� SmTCH. Swmx POLE 11 1 20 112-21 WASHER 1 12 c) v go ". ' S*nCH. t WAY 113 1 20 112-21 BATH GFI 14 HRs o`Zj N , '�..aJ SNITCH. FOUR WAY 1 rJ I 1 1 16 p FAN/LIGHT n.YTURE RH RANGEMDOO F?XT1lRc- 17 L/) i 18 O H FAN/UGHT do HEAT CEILING UNIT 19 1 1 120 '- 21 I 22 0i i SPECIAL PURPM CONNECTION I LJ tD .1UNC"ON BOX 23 ( 1 24 Q AC/DC SMOKE Dr TZCTOR 25 1 126 ML L 27 28 �? <[ OO BELL 4 rL-rpHONE w7u--T 29 1 130 z C� rn <II= sfsrvlsan cASL: o�rtLET 31 32 it ry cn a) 7 A0.S7AT 3.3 134 p vAcuuu S SXM OUILET 38 ( ( 36 F NG FAN ak ucr 37 I I ( 38 Li o akJ !Fw UL 22 ' FLOW LIGHTS 9 I I 40 Li ' aLWG FAN - .to Ljl«� RTj aN . Z. uj BEDROOM 3 . Z 5200 s T�,_ N 0 0 K o S U N R O O M TO s�AC: v m � _ cn m n o Z ca m KITCHEN 3'=I Ssa BTU\- a t ' I PANTRY t i �� --- ---- N + „ram try �~�` �,�►j« '�., 2'=1240 STl!\N PTO (TURN 2ND FL > On: , `.+ j LIVING ROOI'�/ iif Qf I j Fill i i j i i i t i •. ! �r�\r I (�'I I I L 2�sa r�\- �;�. ! 2'=;24a t N U � q c CO vor L9 —0 o to co -, W x a m 7S c, a ECl)C p B= !� C =C C� a O m __�. T o phi Q ' _ co C3 .r.�� CN O (J} O M }- lll f 7 < ' LEGEND O THERMOSTAT � U •� C.> % Z 0 i FHW BASEBOARD UNIT .Q � O CO Z f) Cn Q i tY N Cl) ; • I /� � ACCESS PANEL 7'�IZf! FLOOR it 'L I �t 1 A;rC'SS PANELTtir?U CEILING � • L_.y IMr pOR /TO 0)v - I �-..ors., •. _ � �-� ► ► - ___ . _:�>;�u�:. ,, ` r �, '. .. � _"S''Lr`�-�.--.'jr.'�"�-L=:�'�"��.•=__•1C='- _�_-"!_ ""'::L=:Y:_.t._ Y:1::•_1`Y_,l-"_:T•_!=_=.L�C�___:-'t:�.. :JC�� -37.�:__�'tl'_�_:f�.'.L'd:=�'-_=�=:Y__T-�-fY__l._..__. -_�_:_�_r.�iL•Le -..="•_�' _ i,. �_ _ WINDOW SC_f-1' r__b_uLl'� (_ y�CL- 1RIO1_z_ hC�r�I� _ICI-ILbULI__ __---.. . 2L lAr r r V J� L 11tiiJ C�t� E:.SS O '1\ 1Cti� 1�0C)r.< c�. U - �-z_- _ mod _�:i__L,�_ _.I?. - - -.i�. _''lr>_ - -�I:l___._. _ -_4�L��j - ��W(� 'I:w✓ _ ► !?� 1 ��1��Nw - r,�. ;'•:ryt� ► ;3,�,, %_'i _ �',c�� ��t�) [ , +ZL� Zj- �3 >: r3_'- -a,f it su_LATI U,�1vIETALI 9 LIGi-i t - _ 1 r> '1 _ - -- J tt��� Y L��1 t _ � ( �- - -- -- --. _ ,..�-_ -_ - _-;;__ -_ -- t ETA!_ Ci i'At�lEL l0 ' tr�Y�/ 'K.I Y t V r L 'J,U%j' . j ib r l�r ` j r'.�.<ly� r=1`- -jam ,, T, U -Ti' p >< 6 - 3 IHSULA'1*1 �1 , - �1, _ Iit7�"- vt(►.�1�I Gib� "- S, _JAI_ _._. .1� '"xlc�Il `== � r�� -c»<�3 t u =- t3 ii\Isu_ _A F-0dAETAL,6PAt IEL-i- i SLIGHT' --74� ► L --- - -.t.__ � 1- -� - - -- --- - - - - - -_ -;- _..,�. .. _I -•--E ivlC•I•AL GPAi\IEL-I-2SLiG1-11' ( pC�tx��t r�ltt� _nil >`1.:/r'' . _- __.u ?._ -iJ >: -6_ �_ I► i s ��n_r_u, _ --�--- .� '."----- - -. _.... - - - -- :c- E_f'AL DODULE,1 GLIGI I-I- 1 rll•t.�ti Gll�lj IU,� `- -- rJ,l)� ?`I ~X t�Izts�> = tt)�151-) _ lJ >!_E3 rj M3x`G'- f}`: IhlSULA I E=U,M , �., - - �= __ - Wool),---- " SS GOOGR rl�rfrcvt,N� r, �. r� �_,j/J��_lio` = _ ,�1tr (5 _ r fy r p�� >< �;_u�?;f G�iViiEc ctrt� U rr t;_r<__-ES', ---!_'�_ „ WOOL), -SLINIAG GLASS_VoQE? is _` r,crrW rt?F(Lxl�(l-ihV 13,1 5 tilt . -.--- i I ,_ _-- "� YIw IIVJ 1.1 � "i�►?I�i Gtl.�� 11,7 - t'.1(f �- ''-1 11:� ;c l�' Et' 6 01 1: (?,r) -r--- _ --_- l•1�1 H?fflt1�1l.thl� 1`�;/---- �i�•�(, �i�'} rn.�t� _ - -- '��-'�%r�iH Its hf w i i fixl�l !� �d,I _ _- i2•,1'� _ i:1!� y'l:%1`it3r"' ,��'� 313I`�i2-t`I =w. 5 - - - --- -- ��_.-.._:� --- la _ I - 4?E cC 1�t u.D 5,i _ - U�t3 -IlW If Ix'1A G1'-Gl 0,5 e.l.�iD - _ 1lI '1 t; W. _V_ WoO1) 5 . L _ :t.itti i I 'r',If,n 7 r� tii�''= 3 . 1 U (3r) '3 r'1 .i C, 114,.' V - Wm')C? U i 0• r G t� 5 _�3 '%I" y. "2 S t%1�" (�.U 5 (.3 t) --._ - - ---------- _-__ ---- - _ - '! '1 G 11 W V-W V U L) 11. `I _(• . 7 1 i•j%,1 t- ,I 5 '3i t,`' G l .t ---- Z .1 3 I 11 V- wo0V 5.11 10 air 'Al 1 �---- } t i bJ V- WGUl) G l� I �� 3 C) 5 (, h i i,i V \J U�}1) 1-3 . 'L 7 • S U _3 ;�,�f,h 3 1 "I i r, _ "I 1160 t; -------- -- _ --_ _- _ - --- 1. Label locations are designated by: 7. All Intel-ior arid exterior I-landraiis and/or j 5. Attic llcce.;s(ef;} on Gripe Models are; lc) be Guurdralls are installed by C3uIIder/PLlI-chaser State Labels clone on site by Builder Purchaser. ' -10 Third Party Inspection Agency Data Piate , L. Maximum height of egress window sills G, if a ) )fled, an )art to be finished by builder , ' .,„ I t Y i Is - G Above i-inished noon on site, sholl be in cor>•tpllance With all applicable bulldll)g code requirements and I Refer to order selection form for specific under Jurisdictloh of the local buildilly uppi{ances supplied with this house. 4. {3t�th room fans are rated at �0 CFM. Inspector. ( garage, additions, porch, etc ) ' SUPPLY NOTES _ DWv NOTES --_- - - ' i. iAater►ale are type b copper and lead tree solder, y- , . I. Materials are I V(; schedule 40. _-✓__----- 2. Walter supply shall be securely attached to Ilia bulldtnq at no greater distances between support intervals tholi specified t 2. Drainage uncl Vent piping shall be securely attached to the building itottzoninl pipe qt of-0" at no greater support Intervals titan specified. Vertical pipe at such story., horizontal pipe at 4'-0" for 02" or lurgor 3. water heater to be supplied and Installed by B/P. llorlruntai pipe ut S-q" for 0) 1/2" or e►naller . 4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0", Supply lined below first .Hoar supplied and installed by B/P.- - 5. All hot water line& in unheated spaces shall be Insulated by H/P. 3, All dralr►age connocilons horizontal to horizontal and vertical to 0. All tube and/or showers to be supplied with anti-scald volves horizontal dro lung swoelf or double 45 fltiltios, '�. All devices installed will► self cloalttg valves (i.e. wnshor,dishwashor) shall have v water hammer otresling device on the sup ►ly line 4. Ilotlzor►tat veal pipe cannociions to verticol vent brunch or stack supplied acid installed by 13/P an alto, In accordance with fill shall occur (it leash 6" above Ilia floor "rite of the highest fixh►re ,J• Stole and local applicable codes, served by the horizontal vent. 8. All frxlurd supply line& 1/2 diameter shall have Individual shut off valves. ----- _ E Lid C�i R I C A 1_ NOTES) _ 1. lectrical panel is rated 200 amps. - - --10. Door ball button al spilt entry front doors shall be Installed by U/I 2. IJon- metnNly sheathed cable Is type NM-B, if. Ono I'll ON circult shall be Installed in base►nenl by 3, Wires tyre Installed with Insulated staples. 12. A clothes washer circult shall be Installed In basement by E3/P if washer location fa not Incotporaled 4, Electric service shall be grounded by B/P In compliance with NEC, stale at►d local codes. Into houso. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. ileceptacles shall not be installed directly ovor electric baseboard heaters, Shrill be installed in accordance with manufacturer Instructions and lobntlons/use Instructions. 14. circult breakers for' electric baseboard heaters are only Installed in panels of houses with electric C-Eleettle panbi Shall be located and mounted in basement by B/P, unless noted othervflse. baseboard syetomn. 7. A service disconnect shall be Installed at a readily accessible location nearest the point of 15. Sniolco detectors are Interconnected and Installed an a lighting circult with no Intervening switches Ott ' 'entrance of the service conductors, that clrctrlt, 8. telephone and television eabld options run to the electric panel locallon. 18. Smoke detectors shall have a battery back-up power source. 9, Door bell wires shall b6 connected in basement by B/P. 17. Basement str►oko detectors are supplied by WMII and Installed by B/P. EBB - HEATING NOTES _ _ FHW - - Id EATING NOTES i. Electric baseboard heating circuits are 20 Amp, 220 Volts will► 12-2 non-metallic sheathed cable- 1. Baseboard rutlm n are based on 190' E water temperature at I GPM flow rate with 65' entering air. type NM-H, 2. First floor baseboard t.►nits are Installed wilt► heating pipes all thru tlovr. Second ilvvr heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard uhll:9 are Installed in floor and/or wall panels, B/P Is responsible for interconnealton J. peeettoarde are rated at 250 !volts per linear foot, between modules and floors. Balance of heating systent Is to be designed, supplied and installed by B/P. 4. M{ttlmurn thermastal tonge Is 45' to 75' F. 3. All heating p1pae in unheated Spaces shall be Insulated by H/P. 5, general llghting receptacles shall not be located above electric baseboard heating unfts. 4. lAlnitnurm thermostat range Is 45' to 75' F. ' S. Access panols are for the Bullder/Purchaser to use in the inlerconnectlon of the floating system. Titeee panais tray be permanently attached and iinished over by EI/P after heating System Is completed _ FOUNDATION NOTES --17rrzlMt_•tclz urAM L the foundation plan Is provided for foundation design parnmelsrs [21 2x10 Snl� 112 tot+ OF frill W1tLL . U only. Complete foundation engineering based on speolfla alto _ EACI.1 MOI)Ut_r- � �f eondillons appilcr►ble local and state codes, to be reviewed and orproved by d ragisleted architect or engineer In the state of 2x6 SILL PLATE Q4 a r7 house designation, v (t to 2; the Bulider/purchaser shall be responsible for design, conatrucllon ------ -------- `l z o 1 and soda compliance of all foundation elements including (but not =C - EOTN WALL U d limited to) structural, plumbing, electrical, heating, energy , vonservut on and fire separation, LALLY COLUMN •- 3. Writmum column footing size Shall be 2'-9" x V-13" x 10" deep, 4. Comersto etrangth shall be 3000 pai or greater. COLUMN F. Lally column shall be minimum t3, 1/2" steel plpe, „ TOP of eSMT Su.�to Eoundgtion sill stroll be preservative treated lumbar (aupnliod --01/2 uol:r �c HUT - ----- --_ and tnstalled by B/P prior to house delivery and set), ore 6hoii WA51IrIZ c <S2°OC be no protruslon .above top, of elil plates. �_ , S'l Erl.. i'1_A•1 E fe �n)tt:t rr-t r-DTN r-rG t3QUIS 13Y 13/17 -LALI_Y C01_U1,4h! tV_$�(;jQ : BUILDER: HOMEOWNER: sER AL No.- - _.�----r,,lY- �.__._.� - _._ _.__._�.. �-�' Roct=Rs :il-ilt�I� rA177Y IN5F'EC`1.10N �►GENCYRd- RDA, INC. �312 t! �olisr� Y1 PE: 298 ROUTE 130 sir : PRoouSrlQr�_No_ APPROVAL LIMITED rt� WOOD i6s5 MAIN STREET FACTORY BUILT PORTION! FRAME. SANDWICH, MA 02563 w. BARNSTABLE, Mn - � N REVISION an I E JUL g 5 2003 At - ARD 'NO s %N 1"0 TA. NA x _ :L__0 L Ef 11, STENE�E �. No.4 3 f Wcstchotfler Mockilor, i•IcanmiS Inc -- =�, c N ClrLcr< un IL h�` O 30 11909011E Iail{ 1100d, w1119duln, HOW Y�OH(, 1M94 oNA���'G�,�•''� , v= o o l>ti.tuumf�. Tel (9i 4)B32---940U i�•tly (9, 11l)832 6ti9iS r, �e WE,�r BwA�r�)-�so fi.l1 OiJT��iRT i ti HARRY N h►Ty✓OOD ET. U,lr c. �r*at r Q a 6 to ,4 o o 990�� AA y � % Ji � � �•h "Z" 4U o t� � y ` A o lb • ,� l� C.O O.0. 1 { 1 r18 C'N!/R C N I, SU8 D / l�/S /oN PG19N OA L ,9wo ' N . ��'�•.. OF Map PR OPERTr O F v [)AVID a� H. GREENE Hog RR /E r ; L of s'sirA- o 4 crSTi�6� Np SU�fi SCALE /'o_ �o SEPT /96 0 IIXWAAW,!� /`7AsS, 'e,; ,tit re—,,ire Of Sufivev. ► 9 li voMilly Vic. �f'- - \48 f 5 l R s W F F W � PLANT LIST PLANTING NOTES LOCUS � I I e contractor SYM BOTANICA NAME COMMON NAME CITY Landscape co t TY SIZE SPACING actor shall .vteit site prior to aubmittin bid to become completely familiar with +� 413.0 9 P Y 8 completely familiar with site conditions. � o� P Y , N 2 o planting wi ll ill b ins talled eta led nit \u t all radio and construction has n � � I 118X' lab a - P 9 grading s been completely in the immediate area g g r Inkberr 15 2 al. 3 4 O.C. Y 9 / N : . 3 Contractor o verify all utilities onpropertyn .O Y . a d to protect all utilities,during excavation. N F PATRICIA M. a _ 4 If there is a di screpancy acre n M M i a c between the`num r f 1 CO @ilns vonica Bo err 16 2 al. 3 4 O.C. P Y be o plants shown on the lane and the number of plants shown P Yr P YI Yb Y 9 P P h , ❑ '`in the lent list the number` of plants shown on the plan will take. precedence. O K a..BUR E Pm" Prunus —r� u us maritima Beach Plum 6 16 2 al. 3 4 O.C. 9 5 All container material �Dr to ial to be grown in container a minimum of 6 months. � AC 9 LOT 1 i C m 6 All material \. Co ton a r r to a shall i © 8 e ins' Sweet Fern 20 1 0l. 1.5 -0.C. comply with the latest edition of the American standard for r P P P 9 9 P Y d o nursery stock, according � E h Z to the American Association of.Nurser en. •1 6 Ym 1 7 Contractor 1 Co t actor shall repair oil damage to r <v � 1 p property from planting operation at no coat to .the.owner. �- 5 t 9 P P Y P 9 P � W a 8 Contractor 'o ashall guarantee new loot`material through .one .calendar year from time f provisional i 7 9 P 9 Ye t o o p o is coal acceptance. \ O �^ 9 All proposed Z- o plants shall be located carefully as shown on the Ions. . /P P P Y P � w r_ , vJ 10 Soil mix. 1/3 Ipeat moss, 1/3 screened loam, and 1 3 dehydrated manure. / Yd.H 70.07 w 11 Maintain 1 a ntatn catbriar owe fro m new plantings. Q• I co I Y P 9 O u� 606 t , Q C� N F_ FIRST THERAN CHURCH LU C URC / LOCUS MAP Ilk'I• NOT TO SCALE VI KEY MAP S — CALE. 1 8 I 0 6 A E. 0 UT OF R T A Y 192 9 L LOT 14 : LOT 13 `1� LOT _12 LOT 11 ' LOT 10 1 0 9 W W # w- B I S 05 48 15 W 41 3.0 8 e (` o w 6 O ti \. J 1 T � I . L OUTDOOR SHOWER .�. LOT `1 . . o r 2.0 ACRES N C ES .r- L EX S n N G CO TTAGE T7 � - A G E w 5 e LAM POST VEGETATED 5 BORDERING 2 ry R R WETLAND BO DE IN VEGETATED G I / h _ r w r3# WETLAND SHED � i 7 k� Ct_(_A _ �n . - LOT 2 .�o o ' A�t r v w r y 2 � 0 r rn_ i V N F PATRICIAPA TRICIA M. BURK 1 2 C DA., w 3 f �o E E �- P M' FN G E C O S \LT ao , N N v i I r 0 w 2 5 F r n O S N , s \/ t Z R E.u�,r. t,i..t_A .LJU i�/� P }.. _ , , a V LEGEND b ri l�Y .. 0099 , E D / C r� 4 w 1 _D , 0 I. �. O 1 r w , tt` .T� . ,. C R N 1 _, J 4 f. 2/ 4 UTILITY PO c w 4 .,� LE EXISTING HOUSE tS � 5 / r I . ■ . BOUND O 0 � UND 5 EXIST/NG SHED , 7 � .J AMP o / 5 L PO ST . 28 r-�C �(/ �. a L . < TO C 1 BE REMOVED � a PROPOSED PLANTIN .. \ WETLAND F � WAl � s R R D LAG EFE TO L/ST AND N_ � OTE 6 1 500 GAL. EX STING SHESEPTIC � � � BORDERING G VEGETATED T GE TED WETLAND TANK N I TO BE RELOCA TE f , r D , 0 Q , � O EXISTING TREE E 1 ca I PROPOSED r / "1 EC., : HOUSE a c> H I' r SHED f C .�� I XI CLEARING EXISTING SPOT \ N S 0 GRAD E ' 44.Ox i . THRESHO D 1 L 28.3 r ' I t ti \ ....,. ._._.�._.��.....� o _ EXISTING GRADE.. ... —3s P CUT AND RECONNECT F.F. — 28.3� ROPO D PL AN LANT/N I I G PROPOSED SIDEWALK SEPTIC SYS l 1 ` TE PIPE. D -I M E £CK n SILT FENCE REFER TO / T A I E CE --(}— L S AND NOTE oumooR , ..fh., 0 1 1 �. . � ' J SHOWER 2 ,. N r 0 STRAW BA I LES • o sa rr T ,e ass N EXISTING G 6 26 1 E �G R : 0, G DECK I ,-�. ,w AMP „: < 24 L POST :,�; t-iC1LL.Y �F\E�.> G PROP � ,�. 0 OSED A�� � , N o N , v A � „ 0 LAWN N L _ G F ti ARAGE � .,.- PROP ,. .OSED y OR/VFWA Y N 04 38 21 E _.-.. 1� DI A, � D � _.. C31�H 70.0 7 _ . 1 � o Tt L G , D BO X �. 10 1R-REF J c `4 O .ts R E _ , r GR 2 _ r - S r XI✓� 2 E STiNG PA VED DRIVEWAY J NOTICE_ _ 0 C.--� r E v 11 .�. Unless an i"Y'/, d until such Y-�`'` uc .time�V `�'�t' as the original r ' _ � ,"v""Y``r'^f _ ti �1' Y`� '�'_` -•Y- v� (red) atom of the .r } � ) P 60 5.50 Y 1 Y - POLE 53 5715A,�"'Y responsible Professional o essional Engineer, r Professional / o o essional Land Surveyor I -POLE P P 9 , Yo appears PP ea s on this Ian. S 04 38 .. P 21 W A no person r r 0 o persons, Including d an municipal r � ) P P 9 Y P a o other public officials m re ly el upon the Information e o motion contained hri Pe o n and I EXISTING 3 500 GALLON Y Y P B this lanremains the ro e rt of Holmes� & McGrathInc. PI property SEPTIC LEACHING CHAMBERSY ,E RELOCA TED SHED 2 20 03 RENSED HOUSE S/ZE AND RELOC A TED� SHED LMC S 8 28 02 RELOCA TE' UM/T OF WC1RK ADD PLANI7NG� � RLR TJNS _LOT 1 - DATE DESCRIPTION Draw n hecke d N F FIRST TH RAN -CHURCH Q- R E V 1 S 0 N S S LU E � P W G - N 0 a P N LOT PL AN v �. N 5 o P 0 N r j-j, . Of F RENOVATED 8 v E OVATED HOUS E _ PREPARED 1 EARED FOR _ , r NOTES , � �i�. .i� » _ . � HOLLY RO GER S k r .'\ .4. U FOR LOT 1 f 16 55-MAIN r � T S REET 1. HOUSE NUMBER. 1655 , C ph IN .: 2 ASSESSOR'S NUMBER. 1 6 1 . x 9 1 WEST 3. ZONING DISTRICT. AP BARNST ABLE MA GRAPHIC 4. FLOOD HAZARD ZONES. C H SCALE , , 5 BENCHMARK: AS SHOWN S 1 _ w SCALE: 20 n F DATE � Y � . U L 1 2002 0 0 20 s � _ M 6. TOPOGRAPHIC INFORMAII N E.. . . \. ,. 0 BASED AN hol mesa and me r r .ath Inc. ON THE GO I r , GROUND INSTRUMENT SURVEY civil I _ engineers �. s and I g and su rveyors ors r \1 7 n� r�Er E 7 ELEVATIONS SHOWN ARE BASEDE ON THE NATIONAL ci,.� r 1, •- _ 200 , . ,_. main street 50 8 54 (PHONE) 1 inch 8 3564 0 E 20 ,�a GEODETIC VERT ICAL CAL DATUM.. it. i falmouth `mop. \ .._ 02540 ,508 FAx 8. REFERENCE: 548 9672 S E ERENCE. PLAN B 1 BOOK 58 PAGE 137 � . s ' P v DRAWN. JR RLR CHECKED. 5 "Roc - JOB NO: 201238 7 ERS 201238 201238PP R2.DWG DWG. NO.. 9 2 36 SHE 1 F ET o 1 - i i C ,�- t�\ LOGAT I ON MAP Q �E��TEA LV LTG s�iY'�O. i V1B Al TEVE W, c , s RUMB y J�O•Z !� FESSI SUR\j I �5 l 1 .SctE�i�/�cU pG,IZ4ci! I E PLAN Of:� LANP PRE PA RED FOR: fi�oGG, aa r /oP SG�1LE: DRAWN 15Y: JOB NUM R: c. zs �E DATE. !-� � z� 511EEr: REV.: SP-I WELLER & A��061ATD5 16- 5 FALMOUTf j RD N '5UITE 46 GENTERVILLE, MA OU39- _ -- - TEL.: (50t5) 775-U735 FAX: (508) 775--075A _ _ PROFE66I0NAL ENGINEERS & LAND SURVEYORS LOCUS CERTIFY THAT THE STRUCTURES ARE CERTIFY THAT THE FOUNDATION IS LOCATED IN FLOOD PLAIN ZONE C AS •� \ 413.r8 LOCATED ON THE LOT AS SHOWN, AND SHOWN ON FLOOD INSURANCE RATE MAP \� J0 ti� �40 N F PATRICIA M. THAT ITS LOCATION CONFORMS TO THE COMMUNITY PANEL NO. 250001 0011 D \ a � ha ,��• .�I / MINIMUM SETBACK REQUIREMENTS OF THE AND THAT FLOOD PLAIN ZONE C IS NOT A \ °° n BURKE 6$ BARNSTABLE. ZONING BY—LAW. / SPECIAL FLOOD HAZARD AREA. o LOT 1 \ z E � rR' 7 �� o 4�. 511�6 DATE EGISTERED PRO ONALREGISTERED / 2 � LAND SURVEYOR DATE LANDRSURVEYOR L � I � -HI 332 f _ — _ 155.8'� 70.07' Q io N O W oI 6061f M 243 T' N F FIRST LUTHERAN CHURCH LOCUS MAP NOT TO SCALE v' KEY MAP SCALE: 1 " = 80' 1929 LAYOUT OF RTE. 6A LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 w,#10 w—#9 S 05048'15" W w-�f7 - 413.08' c° , W If ll<<° W—p l �R� ° ti LOT 1 I o , 2.Of ACRES • I- � w-#5 \ \ 00 BORDERING VEGETATED WETLAND BORDERING VEGETATED LOT 2 WETLAND ;' w vNO to 3 (6 —N/F PATRICIA M. BURKE � � . sx T FENCE 00 N pv s , ' `� 2 z Is's PAN — 14 W--4 \ .0' 20.3' Q ......... - 0 Z o o Z o o 167i� ovNa J N 5.7' w o GO vNp �R� N _ SPOND N 04'38'21" E 332't TO GARRETT' 70.0T i 155.8' II , �- C1 IN D 243.7 ii a NOTICE Unless and until such time as the original (re i) stamp of the responsible Professional Engineer, or Professional Land Surveyor 605.50' appears on this plan: - S 043821" W !i (A) no person or persons, including any municipal or other pub c officials, may rely upon the information contcfined herein; and / - (B) this plan remains the property of Holmes do McGrath, Inc. II vl DATE DESCRIPTION jDrawn hecked LOT REVISIONS N/F FIRST LUTHERAN CHURCH VIP PLOT PLAN MP�NO Fo SHOWING EXISTING FOUNDATION 8� PREPARED FOR REALTY DEVELOPMENT ASSOCIATES FOR LOT 1 16, MA IN AI N STREET IN WEST BARNSTABLE MA GRAPHIC SCALE �0_ 20 10 0 20 so SCALE. 1 — 20 FDATE. SEPT. 8,200.3 ��ti or ��q HOUSE NUMBER. 1655 holmes and me rath, inc. 4� sA� . ASSESSOR'S NUMBER: 196-11 IN civil engineers and Ian surveyors a �ic � G , 200 main street 508 548-3564(PHONE) ZONING DISTRICT: AP 1 inch 20 it. � � a . FLOOD HAZARD ZONES: C falmouth, ma. 02540 508 548-9672 FAX,) REFERENCE: PLAN BOOK 158 PAGE 137 __ __ IIRAWN: P.IR