Loading...
HomeMy WebLinkAboutBuilding Permit #183 - 141 SUTTON STREET 9/11/2006 i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION of No oT a quo o A Permit NO: a� Date Received C Date Issued: �SSACHU`��� IMPORTANT:Applicant must complete all items on this page LOCATION �'�� Sy mN J Print PROPERTY OWNER T/r�or� r3�.Y Lir oS /lto-L r-� MAP NO.: / / PARCEL: PrintZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES 0 TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ❑ One family ❑Addition ❑Two or more family ❑Industrial ❑Alteration No. of units: Repair, replacement ❑ Assessory Bldg ;'Commercial ❑Demolition ❑Moving(relocation) ❑ Other ❑ Others: ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED k0b E m bEo o Uey- �l-ari kk Rom t o-to e i s i,w-g J o t STT /STALL rJ uy M R- F Identification Please Type or Print Clearly) BUD V T2.`MS OWNER: Name: 4 - 7&49.^17 49/`r7 /31. y/' Phone: w yi "a e Address: '?�� S 077- AI 57— CONTRACTOR %CONTRACTOR Name: 4V7%dot/ 1--,C— Phone: 44;d'3 53 0© Address:g3 611(�rRWTE �e , I��M Psr2A77o Supervisor's Construction License: Ct> ®9agq4 Exp. Date: 8-IM 12007 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ 66 x12.00=FEE:$ 303.&6 Check No.: Receipt No.: .. Page I of 4 TYPE OF SEWERAGE DISPOSAL Swimming Pools 11Public Sewer ❑ Tanning/Massage/Body Art E] Tobacco Sales ❑ Food Packaging/Sales ❑ Well ❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owne Signature of contractorloor . 'r j Plans Submitted ❑ P1ans,Waived ❑ ,_Certified Plot Plan. r ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM + DATE REJECTED DATE APPROVED PLANNING& DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE REJECTED DATE APPROVED 4 CONSERVATION ❑ ❑ COMMENTS d Y DATE REJECTED DATE APPROVED �j HEALTH _ ❑ ,❑ COMMENTS Zoning Board of Appeals:Variance,Petition No: Zoning Decision/receipt submitted yes 1 Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection/Si2nature&Date Driveway Permit i Temp Dumpster on site yes_no Fire Department signature/date n Building Setback (ft.) Front Yard Side Yard Rear Yard RequiredProvided Required Provides Required Provided I Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq.ft.: NOTES and DATA—(For department use) Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 G eated JMC.Jan.2006 Building Department artment The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit - -- ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Pane 4 of 4 1 Location 1411 No. 3' Date ` l�eel, MORTM , TOWN OF NORTH ANDOVER s s ; � Certificate of Occupancy $ <� Building/Frame/Frame Permit Fee $ Ss�CHust 9 t Foundation Permit Fee $ Other Permit Fee $ Hf TOTAL $ Q Check # 19562 Building IneCftor V Y New MR-24®Roof System A retrofit roofing system °w New Blanket Insulation utilizing the proven �S�Ope performance of the - — MR-24° standing seam roof. - - Field Cut Existing Roof Panel Overhang Back to Face of Existing Wall Existing „Y Structural Member Existing off. Metal - "� Roof r i ` IIN� ��- Scrubolt” I ;.. Fastener b ? New Spacer Clip Scrubolt" Fastener Panel Clip Attachment Eave Angle and Spanning Member to Spacer Clip PRODUCT INSTALLATION ROOF MOVEMENT ACCESSORIES The High Profile Metal over Metal System The MR-24 roof clips,installed with facto- The High Profile Metal over Metal System allows for the efficient installation of the ry punched holes,securely attach the roof pan- includes a complete line of accessories designed MR-24®standing seam roof system over an els to the new supporting structural members specifically to perform in conjunction with the existing standing seam or through-fastened rib with stainless steel tabs roll-formed into the MR-24 roof system. type roof with a minimum roof slope of 1/4":12". panel seam.Stainless steel tabs are more than 50%stronger than coated carbon steel standing WIND UPLIFT WEATHERTIGHTNESS seam tabs.The clip design will accommodate The MR-24 roof system has a UL class 90 The MR-24 roof panels used on this sys- expansion and contraction forces in roofs up to wind uplift rating and has been tested in tem are permanently seamed together with a full 400 feet wide. accordance with ASTM E 1592,and meets 360°Pittsburgh double lock seam to assure Factory Mutual requirements for a Class 1 roof weathertightness and long-term performance assembly. with minimal maintenance expense. BUTLER HU PHWHE HU ��� EIfl � SPECIfICNII � NS GENERAL 2.2 MR-24 Roof System Clip 1.1 The Butler Manufacturing Company High Profile Metal Over Metal Retrofit System,here The Retrofit MR-24 Roof Panel Clip:Galvanized steel clip base with stainless steel after known as the "System",is designed to allow the installation of the MR-24® Roof sliding clip tab.Galvanized steel clip base shall be pre-punched or pre-drilled for System over an existing "R" panel roof.The System uses spacer clips and structural mounting to existing secondary structural members.Sliding clip tab shall be members to which the new MR-24 Roof System is attached.The System is an assembly of designed to lock into and become an integral part of the roof panel double lock quality components,assembled in the field to achieve a weathertight standing seam roof seam.The roof clip securely holds the panels to the existing secondary structural that performs like a single steel membrane protecting the building and its contents.All members while still allowing the entire new MR-24 roof to move due to thermal materials manufactured and purchased by Butler Manufacturing are of first quality.To expansion and contraction forces. insure quality,all materials and parts must meet rigid material and performance specifi- 2.3 Consult the Butler Manufacturing Company MR-24 Roof cations established by Butler's Research and Development Department. System Specification for additional information. 2.4 Connections 2. COMPONENT DESCRIPTION 2.4.1 Panel Connection 2.1 MR-24® Roof System Panel The MR-24 roof panels are permanently seamed together with a full 360 2.1.1 Roof panel shall be factory roll formed MR-24 roof panel manufactured by Butler degree Pittsburgh double lock seam to keep moisture out.The type 304 Manufacturing Company,24" wide,with a major corrugation 2" high (2-3/4" stainless steel clip tab folds tightly into the seam to assure weathertight- including seam),24" on center.The flat of the panel shall contain cross flutes 6" ness.The Butler Manufacturing Company roof clip tab is more than 50% on center perpendicular to the major corrugations the entire length of the panel stronger than coated carbon steel standing seam clip tabs. to reduce wind noise,increase strength,and improve walkablility. 2.4.2 Spacer Clip to Existing Structural Connection 2.1.2 Panel material as specified shall be 24 gage GALVALUME® steel coated on both A 3/8" by I" Scrubolt'" fastener is provided with the System for attach- sides with a layer of aluminum-zinc alloy (approximately 55/o aluminum,45/o zinc) ment of the roof panel to the existing structural member.Due to variable applied by the continuous hot dipped method.Minimum 0.55 ounce coated weight site and existing structural conditions,Butler Manufacturing Company shall per square foot as determined by the triple spot test per ASTM Specification A 792. not be responsible for the design of the connection of the System to the OR existing structural.A professional structural engineer should determine lied h h heter the supplied Panel material shall be a laminate consisting of:a base layer of 24-gage steel wPP Scrubolt fastener is adequate based on existing condi- coated on both sides with GALVALUME.Core layer of a constrained viscoelastic tions. material.An outer layer of 0.006" thick stainless steel (Type 304). OR 3. DESIGN INFORMATION Panel material shall be a laminate consisting of:a base layer of 24-gage steel 3.1 The System has been designed in accordance with the latest edition of the coated on both sides with GALVALUME. A core layer of a constrained viscoelastic American Iron and Steel Institute (AISI) "Cold-Formed Steel Design Manual",and in material.An outer layer of 0.008" thick aluminum (alloy 5052). accordance with reliable engineering methods and practices. OR 3.2 Performance Testing Panel material shall be 24-gage Galvanized (G-90 coating)?er ASTM Specification A- 3.2.1 Underwriters Laboratories - UL (lass 90 Rating (U.L.Test 580). 653 (G-90),and painted with exterior colors of Butler-Cote finish system,a full 3.2.2 ASTM E 1592 strength,70% Kynar 500® or Hylar 5000®fluoropolymer coating. OR 3.2.3 ASTM E 1680-95 Air Infiltration @ 12.0 psf,0.050 cfm/ft2 ASTM E 1646-95 Water Penetration @ 12.0 psf,no leakage Special materials,gages,or colors as applicable for custom design. factory Mutual I'M I-60,FM I.15,IM I-90,FM I.120 3.3 Butler Manufacturing Company will not be responsible for the structural integri- ty ri- ty of the existing building due to the additional dead load of the System. A professional structural engineer should review the existing structure to deter- mine the structural integrity. QUALITY COMMITMENT-GUARANTEED Galvalume®is a registered trademark of BEInternational,Inc. Kynar 500®is a registered trademark of ATOFINA. Every material,coating part and process that is used in your new building is tested to Hylar 5000°is a registered trademark of Ausimont,U.S.A.,Inc. ensure strict compliance with exacting standards.Every supplier is rigorously tested on an ongoing basis.Butler is the only manufacturer in the industry with that kind of commitment Butler®Building products are constantly being improved;therefore,the information Ion- to quality. tained herein is subject to change without notice.Before Finalizing project details,contact your nearest Butler Builder®or Butler Manufacturing(ompany for the latest information. BUTLER Butler Manufacturing Company 1540 Genessee,Kansas City,NO 64102 P.O.Box 419917,Kansas City,MO 64141 Butler Buildings (Canada) Burlington,Ontario,Canada 1,7M3Xl j ENERGv$TAR M B M R I Form No. 5208 10/02 www.butlermfg.com 02002 ss,,a—Nra„,,r«„,sog r.. i i a 1� � The most specified standing seam roof system on the market since 1969. W° The MR-24®roof system is like a monolithic steel membrane,covering your entire building. Panels are joined together with a Pittsburgh double-lock standing seam and fastened to the structural members with the unique clip formed into the seam. ° ROOF MOVEMENT factory punched ""•.� All roofs expand and contract fJ pari with daily and seasonal temperature changes. Unless your roof is designed to accommodate this movement,all metal,built-up or . single ply roofs will eventually fail. _ The MR-24 roof system is uniquely designed to accommodate = �` up to 2 1/2"of roof movement. The ' J Other nnfactur ' system is attached to the building's ' structure with a special clip and tab Without factor punching,these misaligned panels bind on clips,strain seams and compromise assembly formed into the double-lock seam. Because the tab can move within the clip, Without P & S P P P the entire roof can expand and contract freely without sacrificing structural integrity. the life and weathertightness of the roof. WEATHERTIGHTNESS Butler's exclusive Pittsburgh double-lock standing seam assures you of consistent THE MR-24® ROOF SYSTEM weathertight perfonpai ce. During installation,the edges of each roof panel are joined Consider The Difference and mechanically roll-formed 180 degrees,completing a full 360 degree Pittsburgh • Specified twice as often as any other standing seam double-lock seam. Inside the seam,a factory-applied sealant eliminates the chance for roof system even tiny capillary leaks. • Over 1 billion square feet installed since its introduction • Exclusive field formed 360 degree Pittsburgh CONSTRUCTION double-lock seam Factory punching of all roof structurals and panel eaves,end splices,ridges and • Seam is sealed with two tons of force flashings ensures precise alignment during erection. Precise alignment is critical to • 25-year weathertightness warranty proper roof movement during thermal changes. • Installed exclusively on factory punched structural members A unique factory-punched panel endlap features a two-piece clamped connection. A • Available with factory engineered accessories bottom reinforcing plate with four stainless steel studs is placed into the factory-punched • Offers a complete roof system panels. A corrosion-resistant aluminum top panel strap then clamps the panel endlaps together. This eliminates any attachment to support structurals,allowing the entire roof to move as a single membrane. Staggering the endlaps permits a full 360 degree seam to BUTLER be used throughout this critical joint. A BlueScope Steel Company I M8-240PP-LUUA The seaming process uses I. GENERAL a heavy duty,four stand, The roof shall be covered with the MR-241 roof system as furnished by Butler ` electric,portable Roof Manufacturing Company and installed in accordance with the manufacturer's instructions. Runner'roll forming } machine. 2. COMPONENT DESCRIPTION 2.1 Roof Panels . 2.1.1 Roof panel shall be factory roll-formed MR-24 roof system panel as manufactured by Butler Manufacturing Company;24"wide,with 2 major _- corrugations,2"high (2-3/4"including seam).24"on center.The Oat of the panel shall contain cross flutes 6"on center perpendicular to the major a Butler's exclusive Pittsburgh corrugations the entire length of the panel to reduce wind noise and double-lock standing seam improve walkability. t assures consistent weather 2.1.2 Panel material as specified shall be 24 gage aluminum-zinc alloy-coated ` i Y steel (A2SS) with mill-applied acrylic surface treatment (GALVALUME Plus° tightness with virtually or A(RYLUME').Minimum 0.55 ounce coated weight per square foot 0 -W �, maintenance free perfor- (approximately 55% aluminum 45% zinc applied by the continuous hot dip mance for many years. method) as determined by the triple-spot test per ASTM A192. OR ., During installation, (left- 24 gage galvanized (G-90 coating),per ASTM specification A653 (G90),and 1-5)the edges of each roof painted with exterior colors of Butler-(ote®finish system,a full strength, panel are joined and field 10% Kynar 500° or Hylar 5000®fluoropolymer coating.Manufacturer roll-formed 180 degrees by warrants that coating shall not blister,peel,crack,chip,or experience " machine,completing a full material rust through for 25 years.for a period of 25 years chalking shall g 360 degree seam. Inside the not exceed #8 -ASTM and fading shall be SAE Color Difference Units or less. p seam,a factory-applied OR sealant eliminates the chance Special materials,gages or colors as applicable for custom designs. for even tiny capillary leaks. 2.1.3 Panel of maximum possible length shall be used to minimize endlap;eave panel shall extend beyond the structural line of the sidewall. The MR-24 roof system is 2.1.4 Panel shall be factory punched at panel end to match punched holes available in 24 and 22 gage in the eave structural member.Panel end splice shall be factory punched aluminum/zinc coated steel. and renotched.Panel ends lice shall be floating and allow the roof panel P P g The paint coating is Butler- to expand and contract with roof panel temperature change. 3" Cote® (a fluoropolymer 2.1.5 Ridge assembly shall be designed to allow roof panels to move lengthwise �.�,• � ,� ", � "� � � ,� containing 70/ Kynar 500® with ex ansion/contraction as the roof panel temperature changes.Parts M or Hylar 5000®resin). shall be factory punched for correct field assembly.Panel closure and interior reinforcing strap shall be installed to seal the panel end at the The MR-24 roof system ridge.The attachment fasteners shall not be exposed on the weather side.A lockseam plug shall be used to seal the lockseam portion of the panel.A includes a complete line of hi-tensile steel ridge cover shall span from panel closure to panel closure fully engineered accessories and flex as the roof system expands and contracts. (seamed-in curbs,stainless steel gutters,etc.) designed 3. SYSTEM DESIGN to fit perfectly with the 3.1 All components of the MR-24 roof system paneling shall be designed in accordance MR-24 system. with sound engineering methods and practices. fi y� 3.2 MR-24 roof system panel shall be designed in accordance with AN"Specifications for the Design of Light-Gage,Cold-formed Steel Structural Members"or CAN/CSAS136"Cold-formed Steel Structural Members"- latest edition. -- 3.3 Panel system shall be designed to support design live load. 3.4 All endwall trim and roof transition flashing shall allow the roof panel to move relative to the wall panel and/or the parapet as the roof expands and contracts with temperature change. 3.5 The MR-24 roof system panel shall not be considered to be a safe work platform 5 until completely secured to the structural system.Therefore,walkboards or other safety equipment as required by safety standards shall be provided by the erecting ' contractor to provide for worker safety during panel installation. LLWA 4. SYSTEM INSTALLATION 7. PERFORMANCE TESTING 4.1 Panel clips shall be positioned by matching the hole in the clip with the factory 7.1 Underwriters Laboratories - The roof system shall carry a U.L.wind uplift resistance punched holes in the secondary structural members. classification of 90 to ensure structural integrity and possible reduction of 4.2 Panel shall be positioned and properly aligned by matching the factory punched insurance rates ((onstruction No's Construction No.62 ,62A & 178). holes in the panel end with the factory punched holes in the eave structural 7.2 U.S.Army Corps of Engineers Guide Specification 07416. member and by aligning the panel with the panel clip. The roof system has been tested and certified in accordance with the Army Corps 4.3 Panel sidelap shall be field-seamed by a self-propelled and portable electrical lock of Engineers Guide Specification 07416 (Test Method for Structural Performance of Standing Seam Metal Roof Systems By Uniform Static Air Pressure Difference). seaming machine.The machine field forms the final 180 degrees of a 360 degree 7.3 Air Infiltration shall not exceed .007 cfm per square foot of roof area when tested Pittsburgh double-lock standing seam;all sidelap sealant shall be factory applied. in reference to ASTM E 1680,latest edition at a static pressure differential of 4.4 Panel endlap,when required,shall be at least 6",sealed with Butler sealant and 12.0 psf. fastened together by clamping plates.Sealant shall contain hard nylon beads which 7.4 There shall be no uncontrolled water penetration through the panel seams when prevent it from flowing out due to clamping actions.The panel lap shall be joined tested in reference to ASTM E 1646,latest edition at a static pressure differential by means of a two-piece clamped connection consisting of a bottom reinforcing of 12.0 psf. plate and a top panel strap.The panel endlap shall be located directly over,but 7.5 FM Global - The roof system shall qualify for Approval as Class I Panel Roof not fastened to,a supporting secondary roof structural member and be staggered, (FMRC Standard 4471) and be listed in Factory Mutual Approval Guide - so as to avoid a four panel lap splice condition. latest edition. 7.6 Fire Classifications for Roof Assemblies - The MR-24 roof system with fiberglass 4.5 A minimum blanket insulation thickness of two inches is required for all MR-24 blanket insulation has been certified by Underwriters'Laboratories as a Class A roof roof system applications. covering assembly in accordance with UL 790 (ASTM E108 / NFPA 256) for exterior fire exposure. It shall be considered acceptable where Class A,B or C roofing S. FASTENERS assemblies are required by S.B.C.,U.B.C.,B.O.C.A or International Building Code (IBC). 5.1 Connection of MR-24 roof system panel-to-structural member,except at eave,shall 8. PROVISION FOR EXPANSION/CONTRACTION be made with clips with movable stainless steel tabs that are seamed into the standing seam sidelap. 8.1 Provision for thermal expansion movement of the MR-24 roof system panel shall be 5.2 Panel clip shall be fastened to structural member with Scrubolt' fastener as per accomplished by the use of clips with a movable tab.The stainless steel tab shall manufacturer's erection drawings,using factory prepunched hole in structural be factory centered on the roof clip when installed to assure full movement in member.Scrubolt fastener shall contain a metal backed rubber washer which either direction.A force of no more than 8 pounds will be required to initiate tab movement.Each clip shall accommodate a minimum of 1.25"in either direction. serves as a torque indicator. 8.2 The roof shall provide for thermal expansion/contraction without detrimental effect 5.3 MR-24 roof system panel-to-panel connection shall be made with a positive,field- to the roof panel when there is a ±1001 temperature difference between the formed standing double-lock seam,formed by a special seaming machine.The inside structural framework of the building and the temperature of the roof panels. machine field forms the final 180 degrees of a 360 degree Pittsburgh double-lock standing seam;all sidelap sealant shall be factory applied. 9. ENERGY CONSERVATION 5.4 Fasteners penetrating the metal membrane at the following locations shall not 9.1 Purlins shall be insulated (optional) so as to eliminate"thermal short circuit" exceed the frequency listed: between purlin and roof panel.The heat loss (thermal short circuit) caused by Fastening System Frequency Fastening System Frequency compression of the blanket insulation between structural and panel is minimized by Basic Panel System 0 per square foot High Eave(No Parapet) 2 per linear foot the use of a spacer block at each purlin location. Exterior Eave Gutter 2 per linear foot Panel Slices 2 per linear foot Gable Trim(no parapet) 2 per linear foot High Side Transition I per linear foot Ridge I per linear foot 5.5 In lieu of prepunched secondaries and panels,predrilling of the structural members is mandatory in order to maintain proper alignment of the roof system. WARRANTY 6.ACCESSORIESThe MR-24 roof system is available with a 25-year warranty,not just 6.1 Accessories (i.e.,ventilator,skylight,gutter,fascia) shall be as standard with Butler against perforation,but weathertightness as well. With reasonable care Manufacturing Company,unless otherwise noted and furnished as specified. and maintenance,it is your 25-year solution to roof problems. 6.2 The color coating on all gutter,downspout,gable trim and eave trim to be Butler-Cote finish system. WIND UPLIFT 6.3 Location of standard accessories shall be as shown on erection drawings as As winds blow over the roof of a building,a suction is created which exerts furnished by Butler Manufacturing Company. an upward force called wind uplift. Tested in accordance with the Corps of 6.4 Material used in flashing and transition parts and furnished as standard by Butler Engineers and the CEGS 07416/ASTM E 1592 tests,the MR-24 roof system Manufacturing Company may or may not match the roof panel material .Parts carries the highest wind uplift ratings(Class 90) awarded by Underwriters shall be compatible and shall not cause a corrosive condition.Copper and lead Laboratories. It has been fully tested and approved by the Factory Mutual material shall not be used with GALVALUME or optional aluminum coated panels. Research Corporation as a Class 1 panel roof and is available with wind- storm classifications 1-60 through 1-165. (Heavier gage material or decreased purlin spacing may be required.) These ratings may result in lower insurance premiums for your new building. BUTLER A BlueScope Steel Company 1 - 4 0 P 91 LULLULU 7_0 L - 1"All it MR-24® ROOF CLIP The MR-24 roof clip securely holds the panels to the supporting structural system while still allowing the entire roof to expand and contract as thermal conditions change. Roof A B clips securely attach the roof panels to the supporting structurals by stainless steel tabs which are roll formed into the panel seam. Stainless steel tabs are more than 50% stronger than other steel tabs. o 1 A. Made of high strength 304 stainless steel,the tab is wrapped around the bar to ensure secure attachment to the clip. The stainless steel material folds tightly into the seam for weatherdghtness. The MR-24 roof clip tab is more than 50%stronger C than most other carbon steel standing seam tabs. 1 i/4" B. The yoke design includes a heavy 16-gage galvanized steel base with stiffening ribs for added strength. The panels rest securely on the broad top of the yoke. The a - ears are fumed down and every edge is smooth to eliminate gouging and allow smooth movement. � C. A special triangular-shaped bar lets the tab slide easily. A thin cadmium coating E provides a smooth lubricated surface for tab movement. The bar is positioned high D t in the clip(only 1/8"below the panel)to help eliminate binding as the roof moves. D. The centering sleeves keep the tab perfectly positioned in the middle of the clip. As the entire roof begins to move,the sleeves snap away to allow the tab and roof to move a full 2-1/2". This negates the need for an expansion joint in double slope roofs up to 500'wide. The centering sleeves break away at less than 8 E. The clip allows for 1-1/4"in movement in either direction to accommodate pounds of force but easily withstands the handling associated with shipping expansion and contraction forces. and installation. MR-24 ROOF SYSTEM ENDLAP t Bl Butler staggers the r-panel ` tl Most manufacturers locate .-- avoid panel splices at exactly corner condition - another the same position across design feature to assure _- the entire roof. This weathertightness and creates a condition where longer roof life. a, ,_ - r four panel corners must —'' be joined at the same location. That four- µa ® s• - corner condition is very difficult to seal and keep weathertight. Galvalume Plus°is a registered trademark of BIE(International,Inc. Galvalume°is a registered trademark of BIE(International,Inc Acrylume'is a trademark of USX Corporation. I Flumpon®is a registered trademark of The Valspar Corporation. Xynar SOP is a registered trademark of ATOFINA. BUTLER Q U A L I T Y Hylar 5000®is a registered trademark of Solvay S.A. Every material,coating and process used in your new Butler building is tested to ensure strict compliance with rigorous performance standards.Butler tests every supplier on a continuous basis. Butler finalizing products are constantly your improved;therefore,the inhumation contained herein is subject to test in without notice. Butler Is the only manufacturer In the Industry committed to this level of quality. Before Bnalizing project details,contact your nearest Butler Buildel or Butler Manufacturing Company far the latest information. BUTLER A BlueScope Steel Company Butler Manufacturing Company 1540 Genessee,Kansas City,MO 64102 P.O.Box 419917,Kansas City,MO 64141 Butler Buildings (Canada) Burlington,Ontario,Canada 17M3X1 M B M R® Form No.4253-9/04 xmi"i"MEMBER 510[111pP www.butlermfg.com ®2004 13�d�,nt r,r ung comp.„, (®R), Mull' P i V The state-of-the-art low-gloss exterior coating used on all 4'' W painted Butler • Roof Panels �9A w. TM •Wall Panels s`� = fi nYs ' •Trim • �. Gutters MCA, at �� • Downspouts N_ m, b- R BUTLER A BlueScope Steel Company J. J- r. i Color and Material Availabilit _ AR-240 & CMR-240 ROOF SYSTEM BUTLERIV 11 ROOF Solar White*o(.70) 24 ga. Birch White Ah.(.SS) 24 ga. Shell Gray®(.42) 24 ga. Solar White4,A,(•70)24 & 26 ga. Hunter Green 26 ga. t 1 J Santa Anna Blue 24 ga. Hunter Green 24 ga. Terra Brown 24 ga. ROOV SYSTEM �tfr- Solar White4,d&(.70) 24 ga. Birch White.,&(.SS) 24 ga. Santa Anna Blue 24 ga. Hunter Green 24 ga. Solar Green*A&(.27) 24 ga. Sante Fe Red 24 ga. Terra Brown 24 ga. *6 60I W 1 11 111 S Solar White . Birch White Country Wheat Shell Gray Sandalwood Mesa Gray v�- � .a. P` Santa Anna Blue Hunter Green Sante Fe Red Terra Brown Lava *All trims are available in 26 ga. 4Designates Cool Roof colors. These numbers are the tested reflectance values used in determining cool roof compliance. These colors may also qualify your roofing materials for LEED Heat Island Effect credit. i I i Color and Material Availability SHADOWALL'" I Solar White 24 & 26 ga. Birch White 24 & 26 ga. Country Wheat 26 ga. Shell Gray 26 ga. Sandalwood 26 ga. 1.4 E Mesa Gray 26 ga. Santa Anna Blue 26 ga. Hunter Green 26 ga. Santa fe Red 26 ga. Terra Brown 26 ga. STYLWALL@ 11 FLAT 1FLUTED� WALL SYSTEM i � I Birch White Country Wheat Shell Gray Santa Anna Blue Hunter Green *flat StylWall (16 ga.) fluted StylWall (24 ga.) f 4 Birch White Country Wheat Shell Gray f Interior White Polar White Light Gray ((MR-241 Liner& Mod-36' Liner) (Butler Thermawall) (Butlerib II Roof&Wall,StylWall Fluted,Shadowall,MR-24 &VSR) BUTLER A BlueScope Steel Company ! i Butler-Cote° fluoropolymer coatings are the standard exterior finish on all Butler painted panels, gutters and trims. For colors,gauges or coloripanel combinations not shown,additional charges apply and a minimum order is required. 1. SCOPE I V. PHYSICAL Butler-Cote® finish system is the 1.1 This specification for the Butler-Cote coating system CHARACTERISTICS best metal coating available. It 4.1 The physical characteristics of the exterior coating shall holds its original color longer covers the preparation,coating,physical characteristics than silicone polyester or acrylic provide resistance to failure through cracking,checking, and manufacturer's warranty on the factory applied coatings,even in the most pun- exterior surface finish. peeling,flaking,blistering or loss of adhesion. ishing environments. Our 25-year 4.2 The physical characteristics of the exterior coating (in roof and wall panel warranty is II. SUBSTRATE standard colors) shall be measured by the following not prorated. Keep your building PREPARATION laboratory weather simulating tests to obtain test looking new for years with the 2.1 G-90 hot dipped galvanized steel shall be given a results justifying a manufacturer's 25-year warranty: Butler-Cote system,a Kynar 500 controlled complex oxide chemical conversion 4.2.1 Humidity Resistance at 100 degrees F.and or Hylar 5000 coating.Ask your Butler representative for more treatment. 100% R.H.in accordance with ASTM D-2247. details on the Butler-Cote coat- 4.2.2 Salt Spray Resistance at 5% Salt Fog per ATSM ing system. 111111. COATING B-111. 3.1 The material for Butler-Cote® coatings shall be 4.2.3 Reverse Impact Resistance in accordance with Fluropon®,a full-strength 70% fluoropolymer (Kynar ASTM D-2794. Fluropon®is a registered trademark of The Valspar Corporation. Kynar 500®is a registered trademark of ATONNA 5001/Hylar 5000®) finish. 4.2.4 Resistance to Accelerated Weathering - in an Atlas Hylar 5000®is a registered trademark of Solvay S.A. EED is a trademark of the US Green Building Council, Model CXWA Dew Cycle Weather-Ometer in Inergy Star is a registered 3.2 After preparation of the steel,the exterior exposed - trademark of the United States EPA. surface shall be precision coated with primer and accordance with ASTM D-3361. Butler'Building products are constantly being improved;therefore,the Fluropon® color coat to a total dry film thickness 4.2.5 Resistance to Dry Heat. information contained herein is subject to change without notice. Before finalizing project details,contact your nearest Butler Builder, of 0.9 mils minimum. 4.2.6 Abrasion Resistance in accordance with ASTM D-4060. or Butler Manufacturing Company for the latest information. 3.3 Interior exposed surfaces shall be coated with 4.2.7 Chemical/Acid/Pollution Resistance in accordance with polyester color coat. ASTM D-1308 and ASTM G-87. 3.4 All coatings to be applied to entire material 4.3 Gloss of finish shall be maintained evenly over entire surface dimension of steel sheet prior to forming of panels. in accordance with ASTM D-523. 4.4 Contact Butler Manufacturing Company for warranty details. COMPARE THE DIFFERENCE IN FLUOROPOLYMER COATING PERFORMANCE TO SILICONE POLYESTER AFTER ONLY 8 YEARS OF WEATHERING Butler-Cote® Industry Standard The standard exterior paint coating for difference units. This 25-year warranty also Fluoropolymer Silicone Polyester all Butler panels and trim is the Butler-Cote® protects against blistering,peeling,cracks or Coating Coating system,consisting of a Kynar 500®or Hylar 5000® chipping of the paint coating. Original Color coating. While many manufacturers claim to offer long- The Butler-Cote system resists the chalking and term warranties,these are often prorated after a fading that often leaves a building looking drab certain time frame.Our Butler-Cote roof and wall After 8 Years of Erp°snre and dated.Our 25-year warranty guarantees that, panel warranty lasts a full 25 years with no prorating on roof and wall panels,chalking will not exceed a while adhering to high performance standards. Level of Chalking rating of#8 and fading will not exceed 5AE color Allowable under Warranty Terms 14M ASTM D4214 #10 #4 BUTLER Warranty Period 25 Years 10 Years A BlueScope Steel Company Butler Manufacturing Company 1540 Genessee,Kansas City,MO 64102 P.O.Box 41.9917,Kansas City,MO 64141 Butler Buildings (Canada) Burlington,Ontario,Canada L7M3X1 Form No.4828 2/06 www.butierrnfg.com 02006 B,tl,,M...fact.ring A Bl,,S,op,S-1 Company FOR CONSTRUCTIO i pat&09-d I-06 / �E PROJECT : TROMBLY BRO ' S 141 SUTTON ST . NORTH ANDOVER , MA CONTRACTOR ., DUTTON GARFIELD , INC . HAMPSTEAD , NH a DRAWING NUMBER DRAWING TITLE REV. N0. 06-143065-10 COVER SHEET 00 06-143065-11 UPLIFT DIAGRAM 00 06-143065-12 ROOF PANEL PLAN 00 06-143065-13 ROOF FRAMING PLAN 00 06-143065-14 TRIM DETAILS 00 SELLC��sRECEIVE® �A�BUR� N C a cl:'iL e ROOF LVE LOAD:S 199 720 PSF AUG 2 2 2006 o �o V'v��n.•�� ROOF SNOW LOAD: 30 PSF ,,SS/° •E COLLATERAL LOAD: 5 Dutton $ Garfield r� WIND SPEED: 90 MPH OCCUPANCY: GENERAL EXPOSURE: C REVISION NO. I REVISION NO. 2 REVISION NO. 3 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: FB06-143065-10 BY:CVE ENGINEER DATE: DATE: DATE: BUTLER ED BY: JDA DATE:08— °�""�` °RAN"�` 0PA1N D'' DUTTON & GARFIELD, INC. TROMBLY BRO'S MANUFACTURING COVER PAGE NG NUMBER: REV. BUTLER MANUFACTURING COMPANY HAMPSTEAD, NH MANUFACTURING CHECKED BY: CHECKED er. CHECKED BY: GENERAL OFFICES—KANSAS CITY, MISSOURI NORTH ANDOVER, MA 00 (2) 5/16" DIA.X1-1/4" SDS 6 6'-9 (097460) PANEL CLIPS e (560440) e 0 CLIP SPACER o (560746) 3" PURLIN e e ALIGN CENTER HOLE WITH HOLE IN PURLIN. LOCATE HOLE IN PURLIN WITH DRIFT PIN. NOTES: 1. INSTALL CLIP SPACER AFTER THE BLANKET INSULATION IS IN PLACE. 2. FOR BUILDINGS WITH SPACER BLOCKS, FIELD CUT THE SPACER BLOCKS AS REQUIRED. IF THE TENON IS CUT OFF, THE SPACER BLOCK MUST BE FASTENED DOWN WITH A SCRUBOLT (097222), SEE DRAWING 1080574. DETAIL F433 MR 24 CLIP SPACER TO PURLIN ASSEMBLY REQ'D IN 5'-0' EDGE ZONES W --I —10j- V) DDo � 3 0 o � Q OF SAA (1 . �(. bbmmme SV iy Ii :e RUSSELL C. ' g BURNH M CD o CIVIL o c i CD t N0.3:353 ; lS7 : ZONE UPLIFT RESISTANCEw UPLIFT DIAGRAM 1 252 PLF 2 536 PLF INCLUDES 3,0 SAFETY FACTOR REVISION NO. I REVISION NO. 2 REVISION NO. 3 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY:CVE ENGINEER: DATE: DATE: DAM BUTLER • ' CHECKED BY: JDA DATE:08-1 DRAWN BY: DRAWN�` DRAWN M. BUTLER MANUFACTURING DUTTON & GARFIELD INC. TROMBLY BRO'S MANUFACTURING UPLIFT DIAGRAM DRAWING NUMBER: REV. COMPANY HAMPSTEAD, NH MANUFACTURING CHECKED BT: CHECKED 9T: CHECKED er: GENERAL OFFICES—KANSAS CITY, MISSOURI NORTH ANDOVER, MA B06-143065-11 00 66'-9" • 14-41 W n CL NEW ROOF PANEL LINE J -P SICU (� CO DOWNSLOPE MR-24 ROOF PANEL Z I CLIP (560440) U3 o CRUBOLT (097196) U-) PER CLIP Q BLANKET INSULATION 3" Z-PURLIN SEE FRAMING PLAN TYP. ROOF PANEL CLIP ATTACHMENT REFERENCE INSTALLATION DRAWINGS B-1080570 PANEL IDENTIFICATION B-1080575 PANEL INSTALLATION 8-1080576 PANEL CLIP INSTALLATION B-1080876 VARIABLE WIDTH PANELS B-1080878 PANEL HANDLING A/14 �aa�e��awrvprp� GENERAL NOTES: OF IT IS THEOF 9" PANEL °"\. %,A ... -3 9''> 1 VERIFY ALLRESPONSIBILITY DIMENSIONS PRIORTHE TO THEFING FABRIC ATONCOFR TO ;�� q ba2Jy ; ROOF STRUCTURALS, PANELS, AND TRIMS. ROOF PANEL PLAN e° RUJJ LLC. u; ; 2. MR-24 ROOF PANELS, 24 GA., ALZN FINISH BUF?VHA1 _ CDC TRIM COLOR: SHELL GRAY = � t'IL a --i 3. VARIABLE WIDTH PANELS WILL BE REQUIRED FOR MODULARITY. NG.33253 CSrJ,• ,�• ,"'\a REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY:CVE ENGINEER: DATE. °A� �*�� BUTLER DRAWN 9Y' • CHECKED BY: JDA DATE:08-1 — °NAN"'�` DRA1MN�' BUTLER MANUFACTURING DUTTON & GARFIELD, INC. TROMBLY BRO'S MANUFACTURING ROOF PANEL PLAN DRAWING NUMBER: REV. COMPANY HAMPSTEAD, NH MANUFACTURING �E�KED�' CHECKED BY: cHECKEo Br: GENERAL OFFICES-KANSAS CITY, MISSOURI NORTH ANDOVER, MAB 06-143065-12 00 2x7 ANGLE ON 3 1/4" 00 SUPPORT CLIPS. 3" ZEE PURLINS TYP; IN FIELD xz—OF ROOF 0 I 0 W II CU Q_ __I I —ICU CC z 3 0i o w U Q a_ 0 0 ``��`PL�HOFMgSS •o, a f'US$I L C. v BURNH M t = 08 CI I -{ - ROOF FRAMING PLAN No.33-953 2x7 ANGLE ON 3 1/4" °-/sT SUPPORT CLIPS, o J REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION., DRAWING TITLE: rEB06-143065-13 AWN BY:CVE ENGINEER: DATE: DATE.- DATE: BUTLER • ECKED BY: JDA DATE:08-1tREV. D`�wR DRAWN�` DRAIN"j BUTLER MANUFACTURING DUTTON & GARFIELD INC. TROMBLY BRO'S MANUFACTURING ROOF FRAMING PLAN RAWING NUMBER: COMPANY HAMPSTEAD, NFIMANUFACTURING g1EgtEo BY. cNECKED BYCFIECKGENERAL OFFICES—KANSAS CITY, MISSOURI NORTH ANDOVER, MA 0 12 1/4 GUTTER SUPPORT TAB GUTTER SUPPORT 12 (630001) 7" 1/4 PANEL STRAP 1 3/8 (630000) 5 5/8" PANEL STRAP 5 5/_8 (560004) MR-24 ROOF PANEL (560004) CORRUGATION CLOSURE (560348) MR-24 ROOF PANEL—\ SCRUBOLT (097264) CORRUGATION CLOSURE (560348) & SCRUBOLT (097264) SCRUBOLT (4 PER PANEL) LOCKRIVET (097104) (096583) TAPE PANLASTIC (027893) TRIM DRIP (018320) CONTOUR GUTTER BLIND RIVET (097124) BLANKET INSULATION (630103) BLANKET INSULATION N @ 1'-0" O.C. BACK—UP STRAP S.D.S. (NOT BY BMC) EAVE TRIM 3 PER PAA NEL(095984) (630112) ® 2'-0" O.C. (630272) 3 PER CMU WALL SCRUBOLT (097104) (NOT BY BMC) EAVE CLOSURE (630170) 4 PER PANEL S.D.S. (097364) ® 2'-0 0/C SECTION Bf 14 SECTION A/1 4 HIGH EAVE CONDITION GUTTER CONDITION REFERENCE INSTALLATION DRAWINGS B-1080789 HS EAVE CLIP & PANEL CLIP REQMT. REFERENCE INSTALLATION DRAWINGS 8-1081239 EAVE TRIM INSTALLATION B-103223 GUTTER ASSEMBLY STEP 1 B-103224 GUTTER ASSEMBLY STEP 2 B-103226 SUPPORT INSTALLATION TRIM CLIP B-103315 EXPANSION JOINT (OVER 150') (560093) B-104714 WEATHERSEAL B-1081236 CORNER CAP INSTALLATION MR-24 ROOF PANEL GABLE TRIM 630308 LEFT 630309 RIGHT S.D.S. (NOT BY BMC) ® 2'-0" O.C. WALL ADAPTOR (630310) CMU WALL (NOT BY BMC) ``t�enuarpw NOTE: INSULATION NOT SHOWN FOR CLARITY ° V N P44 ''I,,, aRU�z L C SECTION C/ 14 BURL;Aa, GABLE CONDITION c:) C?L`.L No.333,53 ° REFERENCE INSTALLATION DRAW INGS B-104542 BIRD STOP B-1080572 TRIM CLIP, LOCKSEAM TAB, & PANEL CLIP ADAPTER B-1081259 VARIABLE WALL ADAPTER ++ + B-1080944 GABLE ANGLE INSTALLATION B-1081167 GABLE TRIM REVISION N0. 1 REVISION N0. 2MCHrCKEMD VISION N0. 3 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: F�DRAWING N BY:CVE ENGINEER:' °ArE °ATE DATE: BUTLER KED BY: JDA DATE:08-1 0R1MN�` DRAWN�' DUTTON & GARFIELD INC. TROMBLY BRO'S MANUFACTURING TRIM DETAILS NUMBER: REV. BUTLER MANUFACTURINGCOMPANY HAMPSTEAD, NP MANUFACTURING ED B'/: GENERAL OFFICES—KANSAS CITY, MISSOURI NORTH ANDOVER, MA 6-143065-14 00 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR r 4 vumGlar: CS 092994 j¢ Birthdate: 11/19/1972 Expires: 11/19/2009 Tr. no: 92994 Restricted: 00 KEITH A WENT WORTH 189 JENNIFER DRIVE / c CGHESTER. NH 03036 Commissioner Page i of 1 Rick Trombly From: Keith Wentworth [kwentworth@duttongarfield.com] Sent: Tuesday,August 01,2006 4:53 PM To: Rick Trombly Subject: dumpster Good afternoon Rick, I spoke with Steve Moore and wanted to follow up on a couple things. • We should be able to get away without getting a dumpster. we may need to take a couple trips with the flatbed to keep the site clean. • He is was planning on removing the gravel by hand to your back lot. maybe I'll see if we can rent my dad's dump body trailer for a week off and on? Keith 8/1/2006 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston MA 02111 Workers' Com ensation Insurance Affidavit _ _ Property Owner Name: Trombly Bros. , Inc. Job Location: 141 Sutton Street, North Andover, MA 01845 City: North Andover, MA Phone# 978-683-1031 ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity. ❑ I am an employer providing workers'compensation for my employees working on this job. Company Name: Address: City: Phone# Insurance Co. Policy# KIM 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: Dutton & Garfield, Inc. Address: 43 Gigante Drive City: Hampstead, NH 03841 Phone# 603-329-5300 Insurance s ance Co. Acadia Insurance Co. Policy# WCA005753215 Company Name: Address: City: Phone# Insurance Co. Policy# 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 hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature a6� Date 7/28/06 Print Name Jane I. Armstrong. , Controlle Phone 003-329-5300 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/license# ❑Building Department response is required ❑Licensing Board o Check if immediate res P q ❑Selectmen's Office ❑Health Department Contact person: Phone#: ❑Other tButton Garfield, Inc. CONTRACTORS LETTER OF TRANSMITTAL Date: September 7, 2006 To: Trombly Bros., Inc 141 Sutton Street North Andover, MA 01845 Attn: Rick Trombly Re: New Butler Roof We are sending you the following: COPIES DATE NUMBER DESCRIPTION 2 08/17/06 Butler Roof Drawings (5 pages) 2 08/31/06 Ted Greenlaw, P.E. Letter of Review These are transmitted as checked below: ❑ For Review/Approval ® For Your Use ❑As Requested ❑ For Review/Comment ❑ For Your information ❑ For Quote ❑ For Bids Due: ❑ For Completion ❑ For Execution Remarks: Signed: Keith A. Wentworth �[JTLER , F 43 Gigante Drive• Hampstead,NH 03841 BUIL13ER North Andover, Massachusetts 01845 Tel:(603) 329-5300 Fax:(603) 329-5368 www.duttongarfield.com Tel:(978) 681-8600 Fax:(978)681-7570 Ted Greenlaw, P.E. 183 Columbia Road Hanover, MA 02339 Tel# 781-826-8369 Fax# 781-826-8399 E-Mail: tedgreenlawp.c@worl.dnet.att..net August 31,2006 Dutton& Garfield, Inc. 43 Gigante Drive Hampstead,NH 03841 Attn: Keith Wentworth Re: Trombly Brothers Re-Roof North Andover,NM- I AI have reviewed the information furnished by you and Butler Manufacturing Company. The average weights of the.samples taken of the gravel weigh 4 psf. The new rc-roof system to be installed weighs 2.13 psf. The existing structure is capable of handling the new Butler roof system. Respectfilly, " /ed C. GAEENLAWnlaw, P.E. No. a Button HOP End. CONTRACTORS May 19, 2006 TROMBLY BROTHERS, INC. 141 Sutton Street North Andover, MA 01845 Attn: Mr. Rick Trombly Re: New Metal Roof Dear Rick: Per your request,we are pleased to submit a proposal for the subject project. Our proposal includes the following items of work: Furnish all materials equipment and labor to: 1. Remove and properly dispose of gravel and roof edge trims from existing roof. 2. Install 2-1/2"structural spanning members over existing tar and gravel roof. 3. Install 3,300 sf of Butler MR-240(24 gage) roof system with 2"insulation with WMP-50 reinforced white vapor barrier. Roof panel finish shall be Galvalume. 4. Install standard (26 Ga.)gutter, downspouts and gable trims. Color to be chosen from Butler standard color chart. 5. Install Five(5) pipe flashings for vents. Pipe flashings are standard EPDM rubber, resistant to ultraviolet light,cracking and weathering. We propose to furnish and install these materials as defined by the proposal documents for the lump sum of TWENTY FIVE THOUSAND THREE HUNDRED DOLLARS($25,300). Based on the terms and conditions attached. Thank you for the opportunity of providing this proposal. We look forward to the possibility of working with you. Very Truly Yours, 4 40 Keith A. Wentworth VP/Project Manager End: BUILDER 43 Gigante Drive• Hampstead,NH 03841 www.duttongarfiield.com Tel:(603) 329-5300 Fax:(603) 329-5368 Dutton &Garfield,Inc. TERMS AND CONDITIONS OF SALE The following terms and conditions of sale apply to all quotations and proposals made by DUTTON &GARFIELD, INC. (D&G) and to all orders accepted by D&G unless D&G has expressly agreed to their modification in writing. 1. This quote is good for thirty(30)days only. 2. Payment Terms: Building materials are Net 10 days, no retainage. Erection labor, mobilization bill upon project commencement and bi-weekly for the remainder of the project. 3. Standard AIA/AGC contract,with 5% retainage on labor only. 4. Quoted code is MASS97, Sixth Edition; 30 psf roof snow and 90 mph wind 5. Permits and/or fees by others. 6. Based on Butler standard colors and details. 7. All temporary(power, sanitary,water, etc.)facilities by others. 8. Non-union labor. 9. Extra work and back charges will be performed at a rate of$55/hr for workers and $65/hr for foreman. 10. A 12'-14' backfilled level area around the entire perimeter and an unobstructed work area available to crane and equipment access. 11. Changes in Engineering Details: The buyer agrees that all changes in the engineering details of any order requested after final approval of drawings are subject to engineering charges and factory charges on in-process work already completed and affected by the change. Such charges are to be added to the stated price. 12. Cancellation Charges: In the event of cancellation by the buyer of an order for products the buyer agrees that he shall confirm such cancellation in writing and shall reimburse D&G for actual costs and damages incurred, including but not limited to engineering, fabrication expense,and any other related cancellation expenses plus fee. 13. Delay, etc.: D&G shall not be liable for loss, damage, delay, or failure of delivery resulting from fire, embargo, strikes, terrorism, riot or civil commotion, differences with workmen, inability to obtain materials, casualties, delays in transportation, or any other causes of a similar or dissimilar nature to those named which are beyond D&G's reasonable control, nor liable for consequential damages from any delay whatsoever. Jul 26 06 11 : 57a Keith A. Wentworth 603-329-5037 P. 1 Dutton & Garfield, Inc. CONTRACTORS FACSIMILE TRANSMITTAL SHEET TO: FROM: Rick Trombly Keith Wentworth FAX NUMBER: DATE: (978) 683-9118 July 26, 2006 COMPANY: TOTAL NO. OF PAGES INCLUDING COVER: Trombly Bros. 5 PHONE NUMBER: CC: (978) 683-1031 RE: Roof Layout Drawings ❑ URGENT © FOR REVIEW ❑ PLEASE COMMENT m PLEASE REPLY ❑ PLEASE QUOTE NOTES/COMMENTS:THE INFORMATION CONTAINED IN THIS FACSIMILE IS INTENDED ONLY FOR THE PERSONAL AND CONFIDENTIAL USE OF THE DESIGNATED RECIPIENT NAMED ABOVE. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMEDIATELY BY TELEPHONE. Rick, Attached are the panel layout and spanning member/joist layout drawings for your use. Please give me a call with any questions. Thank you, Keith Wentworth Project Manager BUTLER 43 Gigante Drive.Hampstead, NH 03841 www.dufongcrfield.com Tel:603-329-5300 Fax:603-329-5368 Y N U Sa'on ✓ Q C f7) 0 m r ` to ITm q C N i J tl m d o � o (p tC m p R1 3 tU 3 � 0 1 0 Ql s m 4-) 1 i (D a to All -At ItN LO vg ED ti Modeled By. 9ulbr Manufuaturrng Compony N CMR FP UniC1 AH:1 Rev:O 07.26.200a Roof Slope is 0.25:12 except Be noted. Eeve Height Is 15,0"except as noted. Roof olvlelon K.—t City. No 7 r7 i ir C. U ri a- W1Nd LOA-d'- 10 mr+ m Ln G (� Ln cn N Y ( p V /___ — C7 _. r J o `° LD L L +� 43 C C p d 43 J Y p N '+ . O qD 0 cu •-+ Modeled By; (y . Yonuloclurinq GomponioEull" w Re-RodUrstlAkORvv:047.25.2WRod6"1$0.29=@p 7 Jul 26 06 11: 04a Brendan Doyle 610-668-9570 p. 6 © <' o , U� a � U =o J �Y N ' 'nl'w1 � v �O ma T-P6T v 0-Z£P m . i-PET 0-Z6b I. T-176T o 0-ZEb � D T-PET o D-Z6P Qa T-06T o 0-ZED. `AC o� T-BET 0-Z6b T-P61 Q 0-ZEP m r 7L 00) T-bET 0-Z6b coc T-66T o O-Z£3 0 o zcx mo T-PEI 01 0-Z6P m T-P6T ❑ 0-Z£17 /° o U,b Q- i-g£T ❑ 0-Z6P a i Va o T-176TIL ID—ST£T 0-Z6b m w �i+>e n in W 171 N b T-66T 0-Z£b °D LAa m .—LVET 0-Z6P m m 8N aat� 's ptic 1-PET o 0-ZbP m V �m T-i 6T a 0-ZEb c4�1$m i-P£T 0-Z6P m c T-P6T o 0-ZEP m I-PET n 0-Z61? ail = T-WE o 0-ZEP m XT- PET 0-2617 n 0-ZED, m e a 0-Z6b m ~ ❑ 0-Z£P m 'o 0-Z6P❑ D-ZED 1D I-PEI fl 0-2617 Oil T-661 ❑ 0-Z£17 00 T-17£T 61 0-Z6P T-P6T o 0-ZED m m a ❑ ; 117 J l¢ m C7 S U' m LO M m CDO�O m 11CC q b C W �i b 'd LEOS-6ZE-E09 y�.avm�ua0 -b ggTa>j e8q : TT 90 9a imr i c r L N W LZ O O] w W (3) O d N t0 O py U7 Z I fp O 7 N OL f�7 d I m � d O ( O fD � r 60'84'6' (2) - (4) rD s -P L 0 3 +) C N O O � I (1) O Q) .c M +� Oslo, 1 01 Project:Trombly Brothers 03272006 CMR FP UnV Alt:1 Rev:O 07.28.2006 Ul Y Root Surface R1 -13 Panel Type MR24, Slope 0,26:12, Eave Height 16'O" O Purfin locations shown are for representation only. M (1) 88'S" Eave 00 (2) 60'8.618" Gable In (3)66-9- Hlgh Eave .. (4) 60'8.618" Gable 1-4,—I . Panel Area 3,648.042 sq fl Upper Purgn Lineal Feet=0'0' Spanning Member Lineal Feet=867'&' a LO Longest Penet Length 492.0 Number of Upper Purlin Rows=10 (D Modeled By: Suitor Manurcclur)no 6ornpeny N v Roof nlvfa'on Konsca City, MO r--1