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28-079 (2) r Permit# Permit Date REScheck Software Version 3.7.3 t 2_ -1 Compliance Certificate P�IH OF MgsS Project Title: (58)-NS098-A / HOME STORE / SEYMOUR ��`` 9�y Report Date: 12/15/06 NADER Gcl� TO 131 Data filename: Untitled.rck S CIVIL � Energy Code: Massachusetts Energy Code .o No. 46213 Location: Northampton, Massachusetts '9F ��`��`' Construction Type: 1 or 2 Family, Detached 0 G Heating Type: Other (Non-Electric Resistance) Glazing Area Percentage: 15% 01/15/2007 Heating Degree Days: 6404 Construction Site: Owner/Agent: Designer/Contractor: 377 SYLVESTOR ROAD SEYMOUR MANORWOOD HOMES FLORENCE, MA 01062 THE HOME STORE 46 PLEASANT VALLEY ROAD 73 STATE ROAD, BOX300 PINE GROVE, PA 17963 WATELY, MA 01093 Me - Gross Cont. • + Assembly Area or • • • Ceiling 1: Flat Ceiling or Scissor Truss: 547 38.0 0.0 16 Ceiling 2: Flat Ceiling or Scissor Truss: 383 38.0 0.0 11 Wall 1: Wood Frame, 16" o.c.: 2329 19.0 0.0 117 Window: 3857: Vinyl Frame, Double Pane with Low-E: 105 0.350 37 Window: 36.7569: Vinyl Frame, Double Pane with Low-E: 89 0.350 31 Window: 3041: Vinyl Frame, Double Pane with Low-E: 34 0.350 12 Window: 3433: Vinyl Frame, Double Pane with Low-E: 16 0.350 5 Window: 2469: Vinyl Frame, Double Pane with Low-E: 20 0.350 7 Door: 3680: Solid: 40 0.180 7 Door: 7280: Glass: 80 0.390 31 Basement 1: Solid Concrete or Masonry: 1096 11.0 0.0 69 Compliance Statement.The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. 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Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 March 6, 2006 The Home Store Inc. P.O. Box 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Travis Tatro meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Travis Tatro to erect and set Manorwood Homes for The Home Store, Inc. Sincerely, Rob Potts Engineering Manager w 10, Manorwood 46 Pleasant Valley Road - P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 March 6, 2006 The Home Store Inc. P.O. Box 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Tomas Pease meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Tomas Pease to erect and set Manorwood Homes for The Home Store, Inc. Sincerel Rob Potts Engineering Manager A Manorwood 46 Pleasant Valley Road • P.O. Box 169 Homes Pine Grove, Pennsylvania 17963 (570) 345-0387 • Fax (570) 345-6003 March 6, 2006 The Home Store Inc. P.O. Box 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Kevin Greenough meets our requirements for his understanding and knowledge of our product and set procedures. Therefore,we certify and authorize Mr. Kevin Greenough to erect and set Manorwood Homes for The Home Store, Inc. Sincerel R Potts Engineering Manager Manorwood 46 Pleasant Valley Road • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 March 6, 2006 The Home Store Inc. P.O. Box 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Kevin Bennett meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Kevin Bennett to erect and set Manorwood Homes for The Home Store, Inc. Sincerel Rob Potts Engineering Manager t Manorwood Rt. 443 E. - P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 - Fax (570) 345-6003 .tune 26. 2002 The Home Store Inc. P.O. Box 300 73 State Road \N'h Lite Iy, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Dour Pease meets our requirements tier his understanding and knowledge ofour product and set procedures. Therefore. we certify and authorize Mr. Doug Pease to erect and set Manorwood Homes for The Florae Store, Inc. Sincerely, Richard Conley I�ngineering Manger Manorwood Rt. 443 E. • P.O. Sox 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 December 13, 2002 The Home Store Inc. P.O. BOX 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Todd Pease meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Todd Pease to erect and set Manorwood Homes for the Home Store, Inc. Sincerely, iichard C nley Engineering Manager /. Manorwood Rt. 443 E. • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 October 31, 2002 The Home Store Inc. P.O. Box 300 73 State Road Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Jedidiah Smith meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Jedidiah Smith to erect and set Manorwood Homes for the Home Store, Inc. Sincerely, Richard Con y Engineering Manager L Manorwood Rt. 443 E. • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 June 26. 2002 The Home Store Inc. P.O. Box 300 73 State Road U/hately, MA 01093 Re: Set Crew Certification Dear IVIr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. .iim Wilde meets our requirements for his understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Jim Wilde to erect and set Manorwood Homes for The Home Store, Inc. Sincerely. 05" Richard Conley Engineering Manger Manorwood Rt. 443 E. • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 June 26. 2002 The Home Store Inc. P.O. Box 300 73 State Road Whately. MA 01093 Re: Set Crew Certification Dear %/1r. Gianino: I'lease be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Dan Pease meets our requirements for his understanding and knowledge of ow- product and set procedures. Therefore. we certify and authorize Mr. Dan Pease to erect and set Manorwood Homes I'()r The Home Store. Inc. Sincerely. Richard C rnlev En,,ineering Manger 's SHED DORMER 1) Shed dormers require site assembly and can be constructed along the full length of the house or a partial length. Assembly is basically the same although exceptions between the two may be noted in gable end wall of the gable end wall construction. Beam pockets are placed in the center gable end wall of the full shed where as in a partial dormer, support posts at the ends of the microlam are used to transfer the load downward. Note: The microlam is required to be supported no greater than 14ft. OC. Use four(4) 2x4's Nailed together for support posts. 2) Roof pitch, collar tie length, and overhang can also vary depending upon placement of Dormer and width of house. 3) To assemble shed dormer the main roof must be raised first. Floor decking is shipped loose for field installation. Start with the shed wall, stand it up the sheathing toward exterior. After it is placed into correct position, sheathing flush with sheathing on exterior of house, it should be temporarily nailed through bottom plate using 16d mails in each bay. Note: All fastening should be temporary until it is proven this is the exact location and fit of dormer assembly. Only then should nail heads be driven flush.Wall should be driven flush. Wall should be cross-braced. 4) Appropriate gable walls should be butted to shed wall and fastened. 5) Next layout microlam beam for either 16"or 24"OC. Spacing of truss hangers. NOTE: Check the centers of the 12/12 roof opposite the shed dormer, 12/12 roof trusses May be shifted, the centers of the shed trusses must match. NOTE: Check microlam beam to insure it is the same length as shed dormer. Then place Microlam beam to beam pocket (if full shed) or nail it in a proper location on the continuous ridge board (if partial shred dormer) 6) Next install hangers on each truss, place hanger against microlam, plumb bottom chord of dormer truss, then nail hanger to microlam. 7) Cut 45-degree angle on collar ties and fasten to cape and shed trusses. (See Diagram 31). S) Make all connections following Diagram 31. 9) Install sheathing, felt, shingles, fascia, soffit, siding, etc.these are found with the ship loose material. r OPTIONAL GABLE DORMER "F& G" House units are to be set together, roof raised and '/<"decking installed before dormer installation. I) Cut out R/O framed in roof for dormer. 2) Remove all banding and/or cribbing that are securing the dormer to the carrier. 3) Fasten crane cables to the dormer. 4) Lift dormer with crane to align with opening in roof of house. 5) Lower dormer into roof opening. It may be necessary for one person to stand inside the roof opening to help guide the dormer into place while it is being lowered. 6) Position dormer so that it is plumb and square with the roof opening. 7) Fasten bottom plate of dormer using 16d nails 16"o.c. 8) Unfasten crane hooks or cables used for lifting. 9) Fasten side openings of dormer to double rafter on each side using 16d nails 16"o.c. 10) Locate collar ties spanning the dormer opening from the main roof. Cut ties to size and install joist hangers for support. l 1) Apply flashing to all areas of the roof where the dormer meets the house. 12) Complete felt paper and shingles on both main house and dormer. (Materials found in ship loose.) 13) Ridge vent is not supplied for dormers; holes should be drilled or cut through the sheeting above the collar tie to provide dormer ventilation (See Diagram 30). 14) After installation is complete, interior of dormer and second floor of cape can be insulated and drywall applied at the option of the builder/dealer. NOTE: If home is placed in a high wind zone area,special fastening may be required. NOTE: In some cases, shipping restrictions mandate that dormer(s) be shipped as panelized pieces. NOTE: Lag bolts used to fasten module to carry may also be, reused to provide a more secure fastening method. DORMER INSTRUCTIONS Note: These instructions are typical for most dormers. 1) Dormers may be assembled on the ground and raised onto roof or framed entirely on roof. The pitch of the roof may determine which way you choose. All materials required are found in ship loose. 2) First located the drawing for the specific dormer kit you purchased for the packet of drawing you received for the home. Next locate the ridge board and lay out centers for truss placements as indicated on the print. 3) The A frame is placed flush with exterior wall and centered between the overhang cut outs (unless you are building it on the ground) next, place the ridge board into the notch at the peak of the truss and tack into place.Then place each truss into corresponding location, plumb and tack into place. 4) Now fasten the sub fascia boards to end of ridge as in diagram. Using the 2x4 blocks found in ship loose fasten these 24" OC. Between largest truss and sub fascia boards (2x6). This creates the overhang on the dormer. 5) If built on ground, raise dormer into position on roof. The inside edge of the sub-fascia board should line up with the overhang pieces(See Diagram 28). Sheathing on the first truss should be set flush with sheathing on house and plumb the fastened using 16d nails. Ridge board is leveled and fastened to main roof using 16d nails supplied by the builder. 6) Trusses are set plumb and fastened.Then apply sheathing to dormer roof area(cut from 48 sheets found in ship loose).Apply flashing, felt paper, shingles, and soffit fascia as required. CAUTION- If home is place in a high wind zone area, special fastening may be required. R PORCH TRUSS -Diagram 25- ANY LENGTH RIDGE VENT .RIOGE VENT i I RIDGE VENT wODE vENT i I I I 0 POSTS RROVU]EO BY OTHERS RARIND PROVIDED BY OTHERS \POSTS PROVIDED BY OTHERS 'VENTED SOFFIT 'NEAOER MOVIDED BY 07IERS -Diagram 26- "'SPECIAL FASTENING MAY BE REQUIRED IF HOME" IS PLACED IN A HIGH WIND ZONE AREA" PORCH TRUSS SHOULD LINE UP WITH ROOF TRUSSES. ATTACH PORCH TRUSS TO ROOF TRUSS WITH 16d NAILS 8"o.c. IF PORCH TRUSS DOES NOT LINE SOFFIT MAIL BY OTHERS UP WITH ROOF TRUSS...ADD 2X4 HEADER BY OTHERS BLOCKING 24'O.c.BETWEEN ROOF SUPPORT POSTS BY OTHERS TRUSSES...BLOCKING MUST BE HANGERED. (FASTEN PORCH TRUSS TO BLOCKING WITH(2)16d NAILS EA BLOCK) This option comes as individual trusses that are required to be placed on the roof'of the home after the home is set. Trusses must line up with roof trusses, when they do not(typically at each end)blocking must be placed between trusses(See Diagram 26). CAUTION-If the home is placed in a high wind zone area, special fastening may be required. SPECIFIC INSTRUCTIONS FOR DIFFERENT STYLES CAPE COD OR 12112 PITCH ROOFS 5) The upper approx. 4 '/' of the cape roof has a flip assembly attached. Four(4)2"wide nylon straps provide pick points for attaching crane slings to flip this assembly. Measure height of center gable wall "B" previous set. Temporarily nail two (2) collar ties together corresponding to this height. (This will provide 2 or 3 center to support top flip in center of house during set. Ends of top flip will set on top of gable end walls.) Using a crane sling can be unhooked by cutting the nylon strap from the underside. Insure under side of double 2x6 ridge board in flush, check gable overhangs on both ends for straightness and permanently nail ridge board together using 16d nails 16" OC. Collar ties may be fastened to create a 8' 0" inside height(unfinished). Fasten each end with (5) 16d nails. Apply felt and shingle to remainder of upper roof( use crane to lift shingles onto roof at previously installed roof jack and plank locations.) Windows are installed before siding is applied. 6) If unit war ordered with dormers proceed to dormer section. 7) Eave Overhang: Insure that the assembly is level and flush in appearance then secure overhang assembly to roof rafter. (Per Diagram 22). Overhang may now be shingle and siding completed on underside of eave. Shingles should be continued from bottom row and the last row must be slip under the existing roof shingles. Note: Ice guard must be installed per state and local codes. DIAGIM 22 SHIPPING POSITION ROTATED BY BUILDER / STRAP HINGE 30 GA. STRAP NAIL HINCEO BLOCK / (4) 16 CA. STAPLES TO TRUSS TOP CHORD EACH ENO SAVSS W/160 NAIL EACH TRUSS 2.10 EAVE BLOCK MIN. lx6 HINGED FASCIA EAVE DETAIL (1) Bd NAIL EACH STUD LJ IN FIELD BY BUILDER O TOE-SCREW EAVE BLOCK TO SIDEWALL TOP PLATE W/#8 SCREW HAVING SUIFICENT LENGTH TO ACHIEVE 1-1/2" PENETRATION. 48° O.0 O 90 MPH 16" O.C. ® 110 MPH 40 PSF ROOF LIVE LOAD - 24" O.0 60 PSF ROOF LIVE LOAD - 16" O,C SPECIFIC INSTRUCTIONS FOR DIFFERENT STYLES TWO STORY 1) Complete steps listed in the preceding sections "Unit Acceptance", "Unit Preparation", and "Moving Unit to Foundation", to set first floor of two story. IMPORTANT NOTE: A two story modular may require special interconnections of plumbing and/or electrical before second floor is set on top of the first floor. Read all instructions and diagrams before proceeding. 2) Bolt first floor ceiling center beam (See Diagram 16) . -Diagram 16- -Diagram 17- MATING LINE (2)Ifid MAILS 4r Otl 00U•1cLa 1 rY/Jl5N6l(1lJ[Oft Vr t71 ALL•TitD 1 . r I,. AsiEl¢a NUTIL.TIT,EA.&AD 8 ,ttt 8I F € I °I i tat sd NAILS Isa_� j SHEETING SHIPPED LOOSE 3) Complete steps listed in preceding sections for"Unit Acceptance", "Unit Preparation", "Erecting Roofs", and"Moving Units to Foundation"to set second floor of two story. Before setting last box, insure that interconnections do not need to be made before completing set. IMPORTANT NOTE: Line up interior stairwell opening during set. 4) Perimeter ban at junction of first floor and second floor must be toenailed around the entire perimeter 16" o.c. Locate OSB provided in ship loose to cover exposed perimeter band. Secure this strip with four(4) 8d nails at 16"on center spacing(See Diagram 17). 5) Proceed to "Electrical Connections", "Plumbing Connections", "Exterior Finish"and "Interior Finish" noting special two story applications listed below. HINGED EAVE ASSEMBLY [nsure that the assembly is level and flush in appearance. Then secure overhang assembly to root rafter per Diagram 14. Overhang may now be shingled and soffit completed on under side of eave. Shingles should be continued from bottom row and the last row must be slid under the existing roof shingles. -Diagram I4- SHIPPING POSITION ROTATED BY BUILDER x / STRAP HINGE 30 GA. STRAP / (4) 16 CA STAPLES NAIL HINGED BLOCK EACH ENO Za�55 TO TRUSS TOP CHORD VJ/t 6d NAIL EACH TRUSS i 1 2Kt0 EAVE /I BLOCK MIN. Ix6 HINGED FASCIA EAVE DETAIL (1) 8d NAIL EACH STUD IN FIELD BY BUILDER TOE-SCREW EAVE BLOCK TO SIDEWALL TOP PLATE W/R'8 SCREW HAM,, SUrFj�_EluT LENGTH TO ACHIEVE 1-1/2" PENETRATIOP4. 45' O.0 @ 90 NIPH 16" O.0 D 1 10 P.PH 40 PSF ROOF LIVE LOAD - 24" O.0 60 PSF ROOF LIVE LOAD - 16" O.0 DROP IN RIDGE ASSEMBLY -Diagram 13- RIDGE ASSEMBLY )001 /(2) 8d NAILS EA TRUSS SHEATING GAP DESIGNED FOR SET TOLERANCE. 7� 16d NAIL (2) PER TRUSS BAY 1) Crane may be used to place ridge assembly on roof. 2) Install ridge assembly manually. Then check to insure that ridgeline is level and overall length is correct before fastening. If overall ridge length is short, leave gaps in the middle of the roof and line up gable ends flush. 3) Secure drop in ridge sections to roof rafters/truss with two (2) 8d mils per rafter through sheating flap(See Diagram 13). Secure ridge box to continuous 2 x through I x 4 with two(2) 8d nails between each rafter. 4) Ridge vent can now be applied and roof shingles completed. Ridge caps and shingles should be nailed. 5) Sofit and fascia on gable ends are usually completed during the gable end siding application_ This material is supplied in the ship loose material. If units require flip eave overhang, proceed to"Flip Eave Overhang". If units do not require eave overhang, proceed to" Specific Instructions for Different Styles". • ERECTING HINGED ROOFS -Diagram 7- i NAILERS ARE IN CEILING CAVITY AT EA. END OF HOME. \ / \ FEILD CUT TO SIZE. IMPORTANT NOTE: Racking of any sort during the crane on process will probably damage the home. It is the contractor's responsibility to check the home for damage both before and after installation. If damage exists prior to the installation, the factory is to be notified. Any damage reported after installation(not reported earlier) will be considered the builder/dealer's responsibility. The set crew should correct roof racking. • ERECTING HINGED ROOFS -Diagram 6- NAILERS ARE IN CEILING CAVITY AT EA.END OF HOME. \ x FEILD CUT TO SIZE. a} Install hinged knee wall between short stud wall and underside of rafters(See Diagram 6)_ b} Secure knee wall stud wall with three(3) I6d nails between each knee wall stud. c) Disconnect crane cables(or retnoveblocking and lower jacks) and prepare for positioning next module's roof. d) Secure gable end panel with 8d nails 8"on center. This step may be done after box is set on foundation if caution is exercised. EXTERIOR FINISH To complete minimum exterior finish requirements, it is the builder/dealer's responsibility to: 1) Fasten perimeter joist and double joist header to sill plate with 16d nails at 16" spacing. Toe nail entire perimeter. (See figure 9)Secure siding starter strip supplied (ship loose). 2) Install siding at the gable ends of the building and in areas where, due to the building configuration, it cannot be factory installed. Install using corner posts and starter strip. (On two-stories, insure tat electrical interconnection have been made before closing ends of house. The material to complete are found in ship loose). Install shutter if included and not factory installed. -Diagram 24- wNn sromc i , i i t t t t t i t i t t SHIP100SE t S;.,OOSE t 3) It is the responsibility of the set crew to make unit House energy efficient(weather tight). 4) Complete final grading, driveway and landscaping/ Z s 6 ■ 3) a8 : 3' Lg Scre-s - Suppled by Manufacturer, Instolled by Budder Pre-built Cape Cod Dormers are optionally available for Cape Cod models. The installation of the dormers is part of the set up procedure. The dormers are shipped on the transporter with the home section. A crane or similar equipment is recommended in the setting of the dormers. Pre-built dormers will have siding, Soffet, Facia, roof coverings, window, and flashing installed unless otherwise specified. Final flashings, caulking, and shingling is the Builder / Installer's responsibility. 1- Set dormers into the rough opening in the roof. The front and side walls of the dormer shall rest on top of the roof opening. Secure dormer in place on roof. 2. Insure flashing along sidewalls and roof of dormer is properly installed under the shingles of the main roof- Caulk as required. Additional shingling of the main roof will be required around the dormer. Two-Story Set-Up Instructions These instructions set forth the steps required to complete field installation of two-story homes. The field installation work varies with each model, therefore the installer must consult the building drawings for the particular model involved for module connection details and the systems interconnection requirements. These instructions are in addition to the general procedures which are to be followed in erecting the dwelling. 1. Setting and Securing the Modules A Warning Insufficient plumbing can be installed in the factory to permit a smoke test to be done. The smoke test is the responsibility of the Customer or local Building Inspector. Water lines must also be pressure tested before water is connected. Heating Svstem The Commodore Corporation supplies forced air ductwork standard on the first floor of its' homes. A furnace is also supplied standard in a first floor utility closet. Any variations from this are the responsibility of the Builder/Installer. Section Severs - Exterior Finish 1. Install siding at the gable ends of the building and in areas where, due to the building configuration, it cannot be factory installed. Comer posts and a starter strip should be used. Install shutters if included and not factory installed. S:dng Sto"i« St,:p - Suppled by ManunFQcturer In5tolled by Builder Note: On Two Story dwellings, take care to see that electrical interconnections have been made before closing ends of home. 2. It is the responsibility of the set crew to make the unit assembly energy efficient (weather tight). 3. Complete final grading, driveway, and landscaping. Section Eight-Optional Construction Cape Cod Peak Support. Manorwood supplies the cross member to support the peak assembly for the Cape Cod Roof (12 / 12). It is the Builder / Installers responsibility to install this 2 x 6 at a location 96 'h inches above the decking in the upper level of the home: �/-SHiPPED LOOSE \� RIDGE ASSE-eL-- ' FIGURE-� i Close up process 1. Find one of the ridge cover sections. Locate this section at one end of the home, and fasten it in place through the trusses using #8 x 4' screws Toed in through the 2 x 3 truss tie on center and no more than 6' from the ends. k8 x 4 SCre inged Truss Top Chord 2 x 3 truss t. 2. Position half of the ridge sections at the same end of the home as the first unit and attach using the same method. 3. Follow the same fastening schedule for the vented ridge sections, and then finish with the remaining unvented sections. 4. Cover ridge sections with roof paper and secure with staples. Cut and remove roofing. paper from ridge vent openings. 5. Apply row(s) of shingles at truss top chord hinge locations and up to the ridge (peak) of the home. Note: These shingles must be applied using the shingle manufacturers recommended method. 6. Cut and apply ridge shingles per manufacturers' directions. Start or stop ridge shingles at roof sheathing opening for ridge ventilation. Trim out any ridge shingles that cover ridge vent openings. 7. Locate ridge vent sections and fasten following the vent manufacturers instructions. 8. Apply ridge vent shingles with 2' roofing nails as per manufacturers' directions. Fasten following the vent manufacturers instructions. Patch all holes and exposed nail heads. A 2. Remove any protective wrap, debris. or other material from between the sections ofi roof before attempting to raise the hinged portion of the roof. 3. The hinged top chords of the roof trusses have been connected together using a tic be rail. This rail is continuous and has been permanently fastened to the ends of the top chords in order to maintain proper spacing and to facilitate uniform lifting of the roof section. 4. Using the crane(s), carefully lift the hinged portion of one section of roof, and let the hinged support sections swing free. Do not over extend the hinges. 5. Once the main roof section of the home is elevated, the hinge support sections are positioned to firmly support the roof. The support 'struts' are connected together at the ends with a tie member. These are tied together in 8-12 foot sections to facilitate ease of placement. SUPPORT SECTIONS IN PLACE FASTEN AT EACH TRUSS LOCATION lCenter-line Marks 6. Toe screw the knee wall bottom plate (in support position) to each hinged truss with two #8 x 3' screws. #B x 3' Screws 48 x 3 Scre 7. Fasten Ridge beams and/or top chords at mating fine together with #8 x X wood screws 32 inches on center. 13 If modules are:not set correctly, a gap will be evident between the sections. This gap roust be shimmed. 14.Fasten the interior mating tine as shown. Mr 3a°A Ming One 15.Fasten interior mating wall openings (including door openings) together using #8 x 3" wood screws. Archways should be strapped together to protect from later cracking. 16.Drive screws in at a 300 angle, 12 inches apart, alternating from one side of the mating line to the other. 17.After halves are mated properly, secure support columns and sill plate to module. 18.Install all necessary roof vents, furnace stacks, water heater vents, and/or fireplace stacks according to each manufacturers installation instructions. WARNING Vents, furnace ;stacks, hot water stacks, and or fireplace stacks that penetrate ceilings must have appropriate firestopping materials installed at the point of penetration for safety reasons. Section Six - Hinged Roof Preparation (Using Crane Set) Warning Do not Crawl under hinged section of roof until it is supported properly. 1. Begin with the home installed u on the foundation as shown. .-�. �• �!/,• ••!.• _j�-��,��. �.�\vim\ ,�;--� y�i/ ''i%!,•J.-i .iii /.jl .j �\ �\;��.��.., ��.`�\:� '�/iii:; -_!%. • :.�,•/�%.,•.'•.�i,. �� _ �?: 'y F•�� 7 i/• i5: ��% ;"� J, `:'::;\•�\off\\[::��•_•`�\" i i ' Centertlne Marks A 6. Place basement support column jacks with half of the support plate under the mating wall rim joist of each module. 7. After the first section is in final position on wall, unhook sling and remove straps through wedges cut in sill plate. (Adjoining surfaces of mating walls must be cleared of all obstructions - transit wrap, nails, wire, etc. that may hinder mating of two sections.) 8. After clearing obstructions, Insulate or Seal around the perimeter of the mating surface and all openings. 9. Set second module close to the first module using the same procedure. 10.Bring the two halves together until they are as close as possible without hindering cable removal. Come-alongs fastened to the exterior comers of boxes can be used to complete the closing of units. While pulling come- alongs, insure that all parts are coming together properly. They will mate without binding if care and proper assembly methods are applied. 11.Drill holes and bolt halves together with bolts (found in ship loose materials) at 32 inches on center through the center floor rim joists. Adjust support jacks so that floor system is level. Do not draw bolts tight until all openings have been aligned. See Note TC CLV004..) Motr Iw tl. •r.nt o pu0 e.SCC OAT.t!'•` tM SICSiOM1G R 13 or cero�..ra 12.Use large clamps at each marriage wall opening to close any gaps. Metal straps are shipped in the home to secure roof and marriage wall openings after proper alignment is achieved. w 11.Position the'first half of the house next to the foundation. 12.Level carrier with house on it After carrier and house are level, block carrier on both sides approximately 10 feet on center. 13.Unbolt house from carrier and lift it using jacks or other lifting apparatus. Raise the house high enough off carrier to allow clearance for support and dollies. 14.Use a Binkley transfer system to move the home from the carrier into position over the foundation. Use the come-alongs to provide motion for the home. 15.To set the' house exactly square on the foundation, place first half to previously marked center alignment marks. 16.After unit is: in final position, remove dollies by raising the home with jacks, removing the dollies, then lowering the home to the sill plate at the exterior wall. Set.p'roper amount of support columns under mating wall with half of plate under:mating line joist 17.Next, place second half of house approximately 3' from foundation. (Adjoining surfaces of mating walls must be cleared of all obstructions - transit wrap; nails, wire, etc. that may hinder mating of two sections.) 18.After clearing obstructions, insulate or Seal around the perimeter of the mating surface and all openings. 19.Repeat Steps 12 through 17 above with second section of home. 20.Complete closing units together by using come-alongs and mate halves. Care and proper assembly methods will assure a close fit without binding. 21.Use large clamps at each marriage wail opening to draw halves together. 22.Metal straps are shipped in the home to secure roof and manage wall openings after proper alignment is achieved. 23.When 'A' and 'B' halves are properly mated, they are to be bolted together using bolts found in ship loose materials and per your floor plan requirements through the;mating line rim joists. The Dealer/installer is to drill holes for this purpose. Do not tighten bolts until all openings are properly aligned. See Note Bolts Isuool�dl 12' on tenter hote: In the even% o yop e.ists pet.een the Sections :t iS roconr 'ded thot shinny be perfvrnfd 24.Secure support columns and sill plate to sections. 25.Stack carriers after set is complete. 26.See Hinged Roof Preparation for close up process. w Manorwood 46 Pleasant Valley Road • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 The Home Store 73 State Road Box 300 Whatley, MA 01093 June 8, 2006 Mr. Holmes, This letter is in response to the foundation fastening issue for customer Harrity 23 (SN 4574). We discussed this topic during a conference prone call eariier today. The home can be attached to the siii plate on the foundation as described below: 16d nail around perimeter 90C = 16" o.c. 110C = 11" o.c. 120C = 7" o.c. 130C = 5" o.c. II ' i -K j ' I If you have any questions please feel free to call. Sincerely, v Rob Potts Engineering Manager Manorwood Homes INSTALLATION INSTRUCTION MANUAL Manorwood Homes The Commodore Corporation LL"�lK/L//LG/LL VJ lILKKJL/LKLfa•.a....v .... Office of Investigations 600 Washington Street Boston,MA 02111 'M y•yy www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name p-us iness/Orgamzation/lndividnal): Address: rl 3 5nqTT-_ ►2-:�) City/State/Zip: W d t v9 3 Phone #: � � (o V2-r 2(0 Are ou as employer? Check the appropriate box: Type of project (required): 1. I am a employer with _35 4. ❑ I am a general contractor and I 6. �lew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ Remodeling ship and have no employees . These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' corm. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] `Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'camp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AcG7 e 6e -wi�-✓ t.+�1►2 Gutt i i� �t�ttCN— �/1 /0(.��K�d-1 Policy#or Self-ins. Lic. #: WC- '1 "75�613 Expiration Date: ST Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby eet tify under the pants and penakles of perjury that the Information provided abo a is true and correct. Signatur /��: Date: / O Phony 3 tos• I2 Of)`iciat use only. no not wrlfe!In this area, to be completed by city or town (!M4-al. 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#: AWI!W CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 08/28/2006 PRODUCER (413)549-4971 FAX (413)549-4974 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Blair Cutting & Smith ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE • A Div of Neighborhood Ins LLC HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 25 University Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Amherst, MA 01002 INSURERS AFFORDING COVERAGE NAIC# INSURED The Home Store Inc. INSURER A: Peerless Insurance 24198 P.o. Box 300 wsURERB: American Intl Group Whatel y, MA 01093-0300 INSURER C 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY CBP9625143 08/01/2006 08/01/2007 EACH OCCURRENCE $ 100000 DAMA X COMMERCIAL GENERAL LIABILITY GE TO RENTED $ 10000 c.CLAIMS MADE a OCCUR MED FRCP(Any one person) $ 500 A PERSONAL&ADV INJURY $ 100000 GENERAL AGGREGATE $ 200000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 200000 POLICY PRO ECT LOC J AUTOMOBILE LIABILITY BA9625601 08/01/2006 08/01/2007 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY $ A SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY CU9624146 08/01/2006 0810112007 EACH OCCURRENCE $ 200000 OCCUR CLAIMS MADE AGGREGATE $ A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- X OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC9300481 08/01/2006 08/01/2007 E.L.EACH ACCIDENT $ 500,00 B OFFICERIMEMBER EXCLUDED? If yes, DISEASE EA EMPLOYE $ 500,00 yes,describe under � SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 OTHER ESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. [AUTHORIZED REPRESENTATIVE IIII� � pp illiam Dowd, Acct Exec./NO(j4t . C D..'a CORD 25(2001/08) ©ACORD CORPORATION 1981 The Commonweafth of 911a,ssac use'tts t� M De t1 ut o 6 is Safety (Board of Buiteing Tqulations ands ndarc{s o,,,as c c n s, . `LV t:ne,isfi6urton�P&ce, Q?pom 1301 hUt'Rorrney Ooston Wassachum'ts 02108-1618 caryma�=a C'.t7:3iFiTIIk't Keay H..:n er. Thane(617)727-3200 s ,aeysruman E'dt(617)227-1754 ROW G.Hats agr.'G{ter,: Rnbc!Andencai Ma-, 2006 e pact,=c.^.uunisvatar Com modore Corporation d-'b'a Mann wood Homes Nasser Tahrnassebi P.O} Box 577 Goshen, IN RE: RECERTIFICATION FOR 2006-20{07 Commonwealth of Massachusetts Manufactured Buildings Program N7C#. 2411 TPL4,#: 412 To Whom It May Concern; Thu, letter s to confirm }Pour rece tifcation in the Commonwealth of Massachusetts Manufactured Building Program as a producer of Manufactured Buildings for the period of May 1, 2006 through April 30, 2007_ This approval is contingent upon compliance write all preiP ously listed conditions of your approval,and cornphan.cc with the Provisions of the ct=-nt Massachusetts State $wilding Code, '4fassachusetts State E' ctrical Code and Massachusetts State Fuel I Gas Cade. Yours tnil,r, 37_RD OF DLJILDI:NG REGULATIO S AND STANDARDS Robert A. Anderson D`l,n y Adininistrator tas a.hu,,eMBriv faxamirtcyo€PN.m.enamdt-;asFi.._v, ;lasa�f:u_c:w tsrasd�f Ecsxra:r_r;c:Ele�rici�,^, I,is arresp.oridence has beer issued Tram fine 3aosd o Building Qe vIatiars end,'St and ords 167 Lyman Street,Hadiey&adding,RO. Bnx 1063; Viestbaroug,,MA 0 1581 C U' _ Z if � mFr arm cn m cn D im r T cn �' x°- a 3 Dx , m m R m m 0 D o p t a m m -. nX N rn41 j PTO Cil � W C) co C a N con -_OI 0 w O Z Z V o 'o me < Dr R 1 YDC-CATALOG SALES Fax:413-665-5321 May 23 2007 08:55 P.03 Maw 29 2007 9: 25 City of Northampton DPW (410) 587-1576 p. 3 (SUBJECT TO ATTACHED CONDITION 1 &7) Permit No. D09-07 Conditions: Driveway PeMit in lies of plan approved by City Engineer I agree to the following added conditions: 1, I will Contact the Depart=nt.of Public Works and have an inspector check and approve ft graded gravel base prior to paving to unsure comPliauce with slope and location; 2. I further agree that if in the inspections any of the perinit con itions are not Tnet that I will at no expense to the City re=ve and replace the driveway as directed by the City Engineer. AtBY Pebioner Melissa Seymour 45 Vernon Strmt,Greenfield,Ma 01301 413-773-0342 Note: The Public Works De x=kent recommends that you provide a.plan showing the pmposed driveway with fides and location ixn the fat=to avoid po3sibic expense which you will incur by not getting approval of actuai plans in advance. For commemial and industrial applicants,a plan showing the proposed driveway with grades and location is required. ca Building Inspector YDC-CATALOG SALES Fax:413-665-8321 May 23 2007 08:55 P.02 Mai 23 2007 9: 26 City o-F Northampton DPW [4131 587-1S?S p. 2 Permit NO. D09-07 CITY OF NORTHAMPTON,MA DRIYEW&Y PE,RNUT Date: 9121106 FEE: $25.00 COCK#: 5824 THE BOARD OF PUBLIC WORKS �rivewgW mush be s oke4 and horse & of nutfzber,prxste� ' The undersigned respectfully petitions your honorable body for: Pe ZEa ssion IQ jag@U.Xdrive X at 5ylvestex koad, Florence,Ma 01462 ew cpn coon Fifteen ,I5 f t rnatiimu� wdtl� the street lip Clutter draitae �¢ot to be disturbed All drainme shall be dinette"ff the aurfage to adjacent lid and not on the ex1, 'shrug rpAdLway.Driypyay 5qj&p to be myed as nqWjMpMijb1e if The glade dthit prapipsed ew twee 32J or moge Homc yMers will be held regvnsible for my cost to the City of NoghaaMn in the gent of a washout of s driyewM _ By Me&6 Seymour Telephone A: 413-'773-042 Proposed Location Inspectcd Gravel Base Orade _ Impected By: Final,Approval � lff�-7 TBE BOARD OF PUBLIC WORKS voted that petition be granted. Edwaxd >uotley Oirector of Public Works YDC-CATALOG SALES Fax:413-665-8321 May 23 2007 08:55 P.01 To Building Inspector: The building inspector is schedule to do a final inspection of my house this afternoon between 1:00pm-3:00pm at 377 Sylvester Road in Florence. I know that these approvals from the DPW are needed for the final sign off.If someone would give me a quick call at 665-8306 ext.3116 just to verify that this fax with all of the paperwork went through. Thank you, Melissa Seymour u y c Crrty of XcLfl7aui}�fan DEPARTMENT OF BUILDII�C INSPECT(O1.S - �• 1= I I::SnCCT02 272 hfsin Slrcc� hTunicipnl IIuild;n� ° NorLhampLon, AStiss. OIOGO _ quaare Footage Amoun Basement C 1st Flax 2nd Floor @ $-30 1/? doors. Attic. Garage Decr, Porches . .� �06 a5 i - SECTION 8`-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: _ c Not Applicable ❑ Name of License Holder: UL�r ` s �S P 5 38 7 r I /u rv�25 tsil/S License Number Address Expiration Date Signature T lephone .Rg late reti Home Irttgrpvprin+ nt C+ ntractar: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... No...... ❑ 11„� Home Owner Exemption The current exemption for"homeowners”was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ® Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors L] Accessory Bldg. ❑ Demolition ❑ New Signs [[J] Decks [0 Siding[[--3] Other[a Brief Description of Prgp sed ,�I i- (��1c Work: b�P� a PVIU d,tt�a� I'l0 YYIP W 1'�l/t � 1�20� 5a�� ; Alteration of existing bedroom Yes X No Adding new bedroom Yes x No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 611. If New house andbr'aWW1on to"'Istina hau ina, come lete th+e allow na: a. Use of building:One Family x Two Family Other b. Number of rooms in each family unit: Number of Bathrooms a Va c. Is there a garage attached? �e 5_ .14�G6-, a7 '5 x a8/l�f0 d. Proposed Square footage of new construction. °�' 3 Dimensions e. Number of stories? f. Method of heating? G 1 E"[w Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank ✓ City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT f�ell ssgrY t o rn o� as Owner of the subject property hereby authorize + Y''� / to act on my b half, in all matters relative to k authorized by this building permit application. Signature caner Date _ E✓ as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print N e Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size I. g -7v Acve 5 14t-✓-e s Frontage Setbacks Front .. Side L: R: L: -10' /R: Rear LX) ( — Building Height Ll A 7 Bldg. Square Footage % 'g0 $3 Open Space Footage % (Lot area minus bldg&paved parking) .......................... #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW 0 YES IF YES, date issued:. IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES IF YES: enter Book Page, and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO l IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. City of Northampton \z Building Department yrennit \ 212 Main Street A y Room 100 e!t labi y Northampton, MA 01060 rN �✓ phone 413-587-1240 Fax 413-587-1272 ` s a s ., � 4 �r APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION l� 1.1 Property Address: This section to be completed by office 3i1 .S ji veS4cy- 12UaD(- „ei 1 ` M id Lot Unit e Ppre yAe P M Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: m a me It,SSA t^n my, V�rV)on - C�eer,�eld Ivy 6301 Na r tf Current Mailin Address: c-1 Telephone Signature 2.2 Authorized Agent: `FTIR '�lol n-Q Vie. P.(). &Y w l t�l�, MA o l o�c 3 Nam P int) Current Mailing Address: S q/ 3— (01.0 6— l Qb u Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 14 1-)11, (a)Building Permit Fee 2. Electrical (b)'Estimated Total Cost of Construction from 6 3. Plumbing *Li I--� Building Permit Fee 4. Mechanical(HVAC) 5.'Fire"Proteetien OqW g . �Qj 53-7 6. Total=(1 +2+3+4+5) Check Number Q This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date From:THE HOME STORE, INC 413 665 1122 01/29/2007 16:56 #033 P.001/002 The Home Store, Inc. Model Home Center PO Box 300,Whatety,MA 01093 TO(600)974-1266 (413)665-1266 Fax:(413)665-1122 www-the.-horne,:;tofe.com Fax Transmiffal To. From. f/t Date: Number of Pages FOLLOWING cover sheet: 0 : Re: Notes- From:THE HOME STORE, INC 413 665 1122 01/20/2007 16:56 #033 P.002/002 Permit Date -- REScheck Software Version 3.7.3 Compliance Certificate �I"OF"qs Project Title: (58)-NS098-A/HOME STORE/SEYMOUR z�`�P s9cy Report Date: 12!15/06 TOMA581 Data filename:untitled.rck CIVIL Energy Code: Massachusetts Energy Code A Na 46213 Construction Type: 1 o Northampton,i Detached Setts Heating Type: Other(Pion-Electric Resistance) Glazing Area Percentage: 151/6 Heating Degree Days: 6404 tslrlslzopl Construction Sife_ Owner/Agent: Designer/Contractor: 377 SYLVESTOR ROAD SEYMOUR MANORWWOOD HOMES FLORENCE,MA 01062 THE HOME STORE 46 PLEASANT VALLEY ROAD 73 STATE ROAD,BOX300 PINE GROVE,PA 17963 WATELY,MA 01093 8.0%Better Than qode(UA)— i Assembly NNIMMMMUMM t..• Ceiling 1:Fiat Ceiling or Scissor Truss: 547 38.0 0-0 16 Ceiling 2:Flat Ceiling or Scissor Truss: 393 38.0 0.0 11 Wall 1:Wood Frame,16'o.c.: 2329 19.0 OA 117 Window:3957_Vinyl Frame,Double Pane with Law-F: 105 0.350 37 Window:36.7569:Vinyl Frame,Double Pane with Low-E: 89 0.350 31 Window:3041:Vinyl Frame,Double Pane with Low-E: 34 0.350 12 Window.3433.Vinyl Frame,Double Pane with Low-F.: 16 0.350 5 Window:2469:Vinyl Frame,Double Pane with Low-E: 20 0.350 7 Door 3680:Solid: 40 0-180 7 Door:7280:Glass: 80 0.390 31 Basement 1:Solid Concrete or Masonry: 1096 11.0 0.0 69 Compliance Statement-The proposed building design described here is consistent with the building pians,specifirauions,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in AESchcr-*Version 3.7.3 and to comply with the mandatory requirements fisled in the REScheck Inspection Checklist.The heating load for this building,and the cooling load it appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 1251/6 of the design load as specified in Sections 780CMR 1310 and J4.4_ MANORWOOD HOMES 12-15-06 BuilderiDesigner Company Name Date Pf.S Corporation Northeast Region APPROVED R Wenner- 1 1/16/07 Approval limited to (58)-NS098-A J HOME STORE/SEYMOUR Factory 13 uilt TJt&Jton Page f of I File#BP-2007-0725 APPLICANT/CONTACT PERSON THE HOME STORE ADDRESS/PHONE P O BOX 300 WHATELY (413)665-1266 PROPERTY LOCATION 377 SYLVESTER RD MAP 28 PARCEL 079 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid T_ypeof Construction: CONSTRUCT 2 STORY MODULAR SFH WATT GARAGE/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 053877 3 sets of Plans/Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Str Commission L 200 Signature of Building Of cial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 377 SYLVESTER RD BP-2007-0725 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 28 -079 %ITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: MODULAR SFH BUILDING PERMIT Permit# BP-2007-0725 Project# JS-2007-000931 Est.Cost: $208545.00 Fee: $858.05 PERMISSION IS HEREBY GRANTED TO: Const. Class: 513 Contractor: License: Use Group R4 THE HOME STORE 053877 Lot Size(sq. ft.): Owner: SEYMOUR TIM&MELISSA Zoning: RR Applicant: THE HOME STORE AT: 377 SYLVESTER RD Applicant Address: Phone: Insurance: P O BOX 300 (413) 665-1266 Workers Compensation WHATELYMA01093 ISSUED ON.113012007 0:00:00 TO PERFORM THE FOLLOWING WORD:CONSTRUCT 2 STORY MODULAR SFH WATT GARAGE/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: 9 Rough:"-- ''' ou h:/ '' ';{ / ;�Yr' Rough: ,,- � ��-,--�— House# Foundation: �K l- O Driveway Final: LNLCI--c 13aa'-0- d- 3o -ate Final: Final: Y Q Z A 6 s Rough Frame:�a�Ri¢CrG`' 3"a�'•f 7`-csC�wsa Gas: Fire Department Fireplace/Chimney: Rough: Oi—iC, Insulation: r,--15 ` 7 Final: S m o _ Final: OK 5 -�7-3. O7� tr' J THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Si nature: FeeType: Date Paid: Amount: Building 1/30/2007 0:00:00 $858.055880 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Building Commissioner-Anthony Patillo