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53-005 (4) 3/1812014 RhinoBond-OMG Roofing Products RhinoBond system,you have to think outside the seams.Simply deternine the number of RhinoBond fasteners required to achieve the desired rating based on the wind uplift requirements.There are noY'° seam fasteners required w ith the RhinoBondw'r i system. Since the fastening points are spread across the entire roof in a grid pattern.the uplift load I � is distributed more evenly and the system can t achieve higher w ind ratings with few er fasteners. i RhinoBond Calculator E fl Download Brochure Traditions!in-seam fastening Download CSI 3 Part Specification E B Download Best Practices Download Best Practices-Spanish E Manual English s Manual-Spanish x 4 t Manual-French Watch Video t `s RhinoBond fastening pattern across the deck s 9 i 9 d j 8 t Product 1 of 11 Next Product s i I { About OMG Opportunities I FAOs Contact Us I Site Map Feedback Legal Copyright,.�%2614 OM G.Inc, http://www.olyfast.com/product-detai Is/producttrhi nobond.htM?language=en 2/2 311812014 RhinoBond-OIVIG Roofing Products W l X Tall Frames 1.-Jn0fo0-633a-st38c0m Ernail ~yfo0 ROOFING PRODUCTS rChoose a Product • ——--—---------------------------- -----------------­- Home>Roofing Fasteners>Steel&Wood>RhinoBond RhinoBond Features& Benefits - RhinoBond typically uses 25%to 50%few er fasteners w hen compared to traditional fastening methods, - Installing additional fasteners around penetrations or in corners provides extra attachment points for the full-w idth membrane.The result is enhanced security with fewer seams. Rhinol has achieved an FIVI 1-210 wind resistance rating,and can resist over 500 lbs of force in static testing. Application The RhinoBond system includes specially coated plates,sold in paiis of 500. Rates are available for TPO and PVC membranes and can be installed w ith several OMG fasteners. RhinoBond is compatible with poly isocy anurate and many other installation types and aproved for use by most roof system manufacturers. 164 I N T E�A C T I V E RhinoBond is an alternative insulation and membrane RhinoBond attachment system for TPO and FN/C membranes. Calculator The system uses the same fastener and plate to secure both the insulation and the membrane to the deck w ithout penetrating the roofing material. The result is a Factory Mutual-approved system that does not create any point of entry for moisture, requires fewer fasteners and provides superior w ind uplift performance. A Better Option for Metal Retrofit Applications PATENT NOTICE The OMG RhinoBoncllk.' Electromagnetic Induction Tool is covered by U.S. Patent No.8.492,683 Revolutionary Technology NFORMTION."A RhinoBond is based on patented electromagnetic induction w elding technology Just place the RhinoBond is the ideal alternative for installing RhinoBond tool on the merribrane directly over the thermoplastic roof covers in metal retrofit specially coated plate and activate it to bond the applications. The fasteners are installed into the underside of the membrane to the plate. purlins for maximum uplift resistance,yet they do not have to be placed in the searris of the membrane Think Outside the Seam Therefore,membrane width and orientation are no longer factors in metal retro applications. For years mechanically attached system installation was based on in-seam fastening patterns.With the hftp://mmAt.olyfast.corTVproduct-details/product/rhinobond.htd?language=en 1/2 FASTEN 12" (300 mm) O.C. METAL CAP OR COUNTERFLASHING (BY OTHERS) TPO BOONDING ADHESIVE TPO REINFORCED MEMBRANE (SEE NOTE 2) SEAM FASTENING PLATE 12" (300 mm) O.C. MAX, r— MIteaIMUf'•r11 1 ` (40 mm) HOT AIR kf%iELD CUR—EDGE SEALANT (SEE NOTE 2) TPO REINFORCED MEMBRANE k� ACCEPTABLE INSULATION USE ONE CONTINUOUS SHEET INSTALL OUTSIDE OF TPO REINFORCED CORNERS PER MEMBRANE TC5WRAP AROUND SE TAIL C MC-15.3 CURB OR FORMA FROM COATED OR CMC.-15.4 METAL NO T ES: 1 . FLASHING MEMBRANE FASTENED APPROXIMATELY 12" ON CENTER. iF FASTENER PENETRATES METAL COUNTERFLASHING, USE NEOPRENE ',/',ASHERCOR APPLY1�\rATER CUT—OFF MASTIC. UNDER COUNTERFLASHING OR CAULK FASTENER HEAD. ?. APPROXIMATELY 1,6" (3 mm) BEAD OF FLIT—EDGE SEALANT IS REQUIRED ON CUT EDGES OF TPO REINFORCED MEMBRANE. 3. FOR CORNER FLASHING;, REFER TO APPLICABLE CIVIC. 15 DETAIL. 4. CREASE MEMBRANE AT ANGLE CHANCE TO LIMIT BRIDGING TO 314" (19 mm) MAXIMUM. CUPL FLASHING CENIM!'JillfflallAm umu-v rlasning I ermmatlon.poT 0 1 alfal File Edit View Help Comments 4 C. Q, Ar 3 F --,T E14 EP,-'-'O TEPM 6 AF M UST P FOVID E r)N",-T Ttom"0UP P1 tw,1Nt5 TFP! UT4DFF M k' T COPINGSTONE 9 :EkNFOC FIT '' MEMEP NE , m TFO BONDING ADt4ENE COPING; STONE TERMINATION CMC-9.2 CAP FL ckic-q, FOR DRAINS WITH TAPERED INSULATION AT DRAIN SUMP GREATER THAN 3" TO 1 HORIZONTAL FOOT MINIMUM 1-1/2" (40 mm) WIDE HOT AIR WELD ALONG ENTIRE MEMBRANE EDGE (INCLUDING CUT SECTIONS UP DRAIN SUMP) REFER TO DETAIL VWC-6.3 PAGE 2 OF 2 TPO REINFORCED MEMBRANE ACCEPTABLE INSULATION TPO REINFORCED MEMBRANE (REFER TO DETAIL VWC-6.3 PAGE 2 OF 2) WATER CUT-OFF MASTIC NOTES: 1. REMOVE ALL LEAD AND OTHER FLASHING. 2. ALL DRAIN BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE COMPRESSION ON WATER CUT-OFF MASTIC. 3. CUT MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2" (13 mm) FROM ATTACHMENT POINTS OF THE CLAMPING RING. 4. APPROXIMATELY 1/8" (3 mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF TPO REINFORCED MEMBRANE. ;MC-6 . 3 CENTIMARK. ZOOF DRAIN - - PAGE 1 OF 2 RTPO EINFORCED O FASTENER AND REINFORCE FASTENING PLATE 12" {300 mm} O.C. wx, I CREASE UNE hUSHiN HEIGHT 6' OX. mm APPROX. A, ROX. 8' (150 mm)- 45? L? v� TP 0 ZUT ONC LINES REINFORCED MEMBRANE (� TPO INSIDE CORNER J OR FIELD FABRICATED NON-REINFORCED FLASHING NOTES: 1. BEGIN INSTALLATION OF FASTENING PLATES 6" TO 9" (150 TO 230 mm) FROM THE CORNER. 2. POSITION FASTENING PLATES 1/2" TO 1" (13 mm to 25 mm) FROM EDGE OF MEMBRANE. 3. APPROXIMATELY 1/8" (3 mm) DIAMETER BEAD OF CUT—EDGE SEALANT IS REQUIRED ON CUT EDGES OF TPO REINFORCED MEMBRANE. 4. REFER TO SPECIFICATION FOR ACCEPTABLE FASTENERS AND PLATES. MC- 15 . 1 CENT/MiIRK. NSIDE CORNER FLASHING I.INSTALL TPO COATED METAaL ON TOP FIELD SHEET 2.INSTALL 2' , Dmm+ It IDE F0IL GPIP EKTEN D ING OV EP NAIL EP EDG E VV ITH '1 - I at' (3-E m m j ALU M IN U M TAP E OV EP JO INT S IN TPO JO INTO:B ET EEN ADJO IN ING SEC:Trj NO. COATED METAL, 3.HEAT WELD (150 mmi WIDE PIECE CAF TPO C PGSITVN TPC PEINFCPCED MEMB PAN EAND NON-P,EINFCPCED M EM B PAN E OVEP JO INT. HEAT WELD TO TPO COATED M ETA LA MINIMUM 0 11.+T (tOMm)AS SHO WN BELOW. TPO COATED MM ETA L NOTES; C UT-EDG E SEALANT(NOTE yi 1.FAST EN EPS USED TG ATTAR°:H TP C COATED — STPIPPING PLY` HOT A.IP MELD M ErAL M U'S f P EN ETRATE WOO D NAI LEPS.A TPO P EIN FO PC ED M IN IM U M C F I Ift" (32 mm),IF Ij? (13 mm;a HOT AIR DEL MEMBPA.NE PUYVVO 0D IS USED A,STHE THETOP NAIL ER, I I.T (4Dmm° MIN. FASTEN EPS MIUST PENETRATE,A MINIMUM CAF I I,+t" INTO NA ILEP BELOW. - A.PPP+3 .IMATEUY 1,17 f3mmr 0 L1.METEP BEAD OF CUT-EDGE SEALANT IS PE:)UIPED CAN CUT EDGESOF TPO PEINFOPCED MEMBP,ANE,, 3.GAUD E 0 F CO LATIN UCH US C LEA:T IS DEPENDENTCIN THE FASCIA HEIGHT AL SHOWN ON THECHAPT 5EL+3LN A.CCEPTABLEINSULATM3N 104, FASM CAUM OF MINIMUM ytGUAGE LtNMH UNT, CLLAT CONTINUOUSCLEAT WOOD NAIL EP (NOTE 3`r (; Y OTH EPS,w e (100 mom) 24 t>"CE (M ) �` ,P ,l ('I *mm)0.c:. 0:."p BAZ E'0.0_ Ir (13 ffW4 22 UMM G75 STAGGERED APPPDX. l r-' Ir fz 'erm) G (Afl mm) (13 m m'ps 1 11 CENTIMA INSULATION COMPATIBILITY* Insulation Types and Thicknesses:RhinoBond is compatible with mineral wool,polyisocyanurate, DensDeck°and Securock°as well as any insulation that will not melt by the induction welding process. Induction welding should not be used directly over extruded polystyrene,EPS or foil faced insulation boards.The recommended thickness of the cover board is%z-inch minimum over XPS and EPS and '• 1%s-inches minimum over foil faced insulation. Metal Deck:When using RhinoBond over a metal deck,a minimum of 1%z-inches of insulation over the metal deck is required for proper tool operation. III I •I. .I• "These recommendations address various technical operating requirements of the RhinoBond Induction Tool only,and are not provided in lieu of any applicable building code or roofing system manufacturer requirements or specifications. I •I .11• FASTENERS & PLATES The RhinoBond system includes 3-inch round specially • coated plates,sold in pails of 500.Plates are avail- ' able for TPO(gold plate)and PVC(black plate) membranes.RhinoBond plates can be installed with several OMG fasteners and meet FM 4470 criteria for corrosion resistance. INDUCTION WELDING TOOL The RhinoBond tool is lightweight,adjustable,and easy to use and handle.It operates on standard 110 volt and 220 volt power sources.A 5,000 watt generator in good condition with two 20A GFCI protected circuits will run two tools. I I •„ , • „ , ,. COMPARE YOUR MATERIAL SAVINGS, INCREASE YOUR PRODUCTIVITY! • I •I Find out how much material you can save using RhinoBond by • I I I using our online calculator.Download our"OMG Interactive" calculator app right to your phone!Or scan the code or log on to www.olyfast.com/rhinobond-calculator.html.Simply enter the specifics for a particular job and see your material savings •I I appear automatically! I I I aw RhinoBond RhinoBond 0 Calculator Video Dowr,t'oAd otAr App! Or 5eAh toe codes wi�l1 yocir p4ohe to try t(e Rl tl oRohd er,(emlator or wr&A the video! RhinoBond tools are available exclusively through OMG Roofing Products'network of roofing distributors.For more information,please call 800.633.3800. OMG� Superior productivity. Superior performance. R O O F I N G 153 BOWLES ROAD,AGAWAM,MA 01001 USA P R O D U CTS 800-633-3800 413-789-0252 OMGROOFING.COM RhinoBond®and SINCH Technology®are registered trademarks of OMG,Inc. Copyright©2014 OMG,Inc.All rights reserved.PATENT NOTICE:The OMG RhinoBond®Electromagnetic Induction Tool is covered by U.S.Patent No.8,492,683. Made in America. m ar ;rep `' RHINOBOND PRODUCTIVITY of I I RhinoBond typically uses 25%to 50%fewer fasteners when compared to traditional in-seam fastening. An experienced operator can weld up to five plates per minute. . ELIMINATE HALF SHEETS Most thermoplastic roof assemblies require extra fastening around the perimeter of the roof and at large penetrations where wind uplift *' forces can be the strongest.Typically,perimeter half-sheets are needed for these areas. With RhinoBond technology,membrane width is no longer a factor.Instead,a tighter fastening pattern in these areas r. .1 provides additional attachment points for full-width mem- brane,thus providing enhanced security with fewer seams z�° ■�� N „"i� and zero membrane penetrations. FASTER DRY-IN In some installations,membrane seams can be welded � QOifd. before all of the RhinoBond plates are bonded to the ..._ .. .s,t.e..MIN. membrane.This enables the contractor to get a larger area of the building dry and to reassign skilled workers to complete other parts of the installation before welding the membrane . to all of the plates. FM U APPROVED The RhinoBond System is Factory Mutual approved and has achieved an FM 1-210 wind resistance rating.In static testing,the system resists over 500 Ibs of force. With the advance of wide membranes, flutter has become a greater concern to building owners and contractors alike. The RhinoBond System from OMG Roofing Products provides a non-penetrating fastening solution that more evenly distributes the wind load. RhinoBond is an advanced insulation and membrane attachment system for TPO and PVC membranes. This all-in-one system uses the same fastener and plate to secure the membrane and the insulation to the deck without penetrating the roofing material. The result is a Factory Mutual-approved system that does not create any point of entry for moisture,requires fewer fasteners, fewer seams and provides superior wind uplift performance. T REVOLUTIONARY TECHNOLOGY RhinoBond is based on patented electromagnetic induction welding technology called Sinch°.Just activate the RhinoBond tool directly over the specially coated plate to bond the underside of the membrane to the plate.The heating process takes only five seconds once the RhinoBond tool is calibrated to accommodate the ambient temperature, membrane thickness and power source.A weighted magnetic RhinoBond heat sink placed on the welded plate for 45 seconds assures a strong bond. 3e THINK OUTSIDE r THE SEAM ) + For years mechanically attached system `~ installation was based on in-seam fasten- ing patterns.With the RhinoBond system, you have to think differently. I Instead of estimating the number of insula- tion and seam fasteners,simply determine the number of RhinoBond fasteners ? required to achieve the desired rating. Since the fastening points are spread across the entire roof in a grid pattern, rather than being concentrated in the seams of the membrane,the uplift load is distributed more evenly.As a result, there is less point loading on each fastener,enabling the system to achieve higher wind ratings with fewer fasteners, all while providing improved rooftop performance and better aesthetics! Just activate the RhinoBond tool directly over the specially coated i plate{above)to bond the underside of the membrane to the plate.A weighted magnetic RhinoBond beat r • 1 r: i sink placed on the welded plate(left) for 45 seconds assures a strong bond. I ' 1 1 X11 Streamlined Installati w. ,W Enhanced System Perfo „ g t �1 C hiaoBond. lYpt w9#UR fk4SNRtRR 4YS�tR 1 4 Noh-PehetrAl", Fah/hQ SVslek" for T4er^optAstto Roofih9 SHperior Wihd Uplift Perfork"rhee �# I Fewer Frstehers Fewer SeA^.f Zero Pehe-6-r& hs Redo-ced Roof r • ••� Drawing ►► �► Section: 15 Area:Drawing Caption:Overview Drawing Load 15 .- e 3 { , 14 , ; Y 6, Load � ���, � 13 tv a E � J. r •+ •+ Roof Condition Summary ► ► ►► PCA 525 Mount Tom Road Northampton,MA 01060 Section: 13 Sq.Footage: 11,597 Leaks: Core Analysis Layer Material Thickness Metal Low Deck 1.5 Slope Fiberglass Insulation 1.5 3-Ply Asphalt BUR(Asphalt) 0.75 Fiberglass Insulation 0.5 Modified Modified 0.5 Coating Surfacing 0.01 Aluminizer Core Comments:Core Roof Condition Summary:We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy.The roof is in poor condition.As a short-term measure,repairs are needed. It is also suggested that near future roofing work be budgeted. Membrane:The field of the roof has identified areas where moisture either has been or is currently entering the roof assembly. These areas require repair work to be performed in order to prevent further roof system damage.In addition to repairs to the field of the roof,it is suggested that a preventative maintenance program be put in place to further the life expectancy of the roof. Details:The details of the roof are in clear need of attention.Repairs should be made to many of the detail areas to prevent further moisture from entering into the roof system. Drainaee:The roof currently drains at acceptable levels.There are indications that drainage can become impaired if proper house keeping measures are not put in place.This would include gutter and downspout cleaning,straining basket cleaning,etc. Insulation:The insulation in the roof assembly has shifted under the membrane allowing voids. Deck:The structural deck of the roof appears to be in good condition,however,due to moisture in the roof system,there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential * 4 +4 Roof Condition Summary ► ► ►t PCA 525 Mount Tom Road Northampton,MA 01060 Section: 14 Sq.Footage: 15,582 Leaks: Core Analysis Layer Material Thickness >� Metal Low Deck 1.5 Slope Fiberglass Insulation 1.5 3-Ply Asphalt BUR(Asphalt) 0.75 i Fiberglass Insulation 0.5 Modified Modified 0.5 Coating Surfacing 0.01 Aluminizer Core Comments:Core Roof Condition Summary,We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy.The roof is in poor condition.As a short-term measure,repairs are needed. It is also suggested that near future roofing work be budgeted. Membrane:The field of the roof has identified areas where moisture either has been or is currently entering the roof assembly. These areas require repair work to be performed in order to prevent further roof system damage.In addition to repairs to the field of the roof,it is suggested that a preventative maintenance program be put in place to further the life expectancy of the roof. • (BUR/Mod-Bit) Seams - "Fishmouths" - Allows moisture into the roof system causing insulation deterioration, leaks, and decking problems.(see photo) Details:The details of the roof are in clear need of attention.Repairs should be made to many of the detail areas to prevent further moisture from entering into the roof system. Drainage:The roof currently drains at acceptable levels.There are indications that drainage can become impaired if proper house keeping measures are not put in place.This would include gutter and downspout cleaning,straining basket cleaning,etc. Insulation:The insulation in the roof assembly has shifted under the membrane allowing voids. Deck:The structural deck of the roof appears to be in good condition,however,due to moisture in the roof system,there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential „ 4 .4• Roof Condition Summary ► ► ► ► PCA 525 Mount Tom Road Northampton,MA 01060 Section: 15 Sq.Footage: 14,263 Leaks: OEM Core Analysis Layer Material Thickness ,a Metal Low Deck 1.5 Slope Fiberglass Insulation 1.5 3-Ply Asphalt BUR(Asphalt) 0.75 . �, Fiberglass Insulation 0.5 ' Modified Modified 0.5 1 Coating Surfacing 0.01 o Aluminizer Core Comments:Core Roof Condition Summary: We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy.The roof is in poor condition.As a short-term measure,repairs are needed.It is also suggested that near future roofing work be budgeted. Membrane:The field of the roof has identified areas where moisture either has been or is currently entering the roof assembly. These areas require repair work to be performed in order to prevent further roof system damage.In addition to repairs to the field of the roof,it is suggested that a preventative maintenance program be put in place to further the life expectancy of the roof. • (BUR/Mod-Bit) Seams - "Fishmouths” - Allows moisture into the roof system causing insulation deterioration, leaks, and decking problems.(see photo) etai •The details of the roof are in clear need of attention. Repairs should be made to many of the detail areas to prevent further moisture from entering into the roof system. Drainaee:The roof currently drains at acceptable levels.There are indications that drainage can become impaired if proper house keeping measures are not put in place.This would include gutter and downspout cleaning,straining basket cleaning,etc. Insulation:The insulation in the roof assembly has shifted under the membrane allowing voids. Deck:The structural deck of the roof appears to be in good condition,however,due to moisture in the roof system,there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential Warranty Upon purchase of the roofing system, you become entitled to receive the benefits of single source responsibility through CentiMark's comprehensive written warranty. This warranty protects your roof against defects in materials or workmanship. If your roof leaks at any time during the warranty period, we will provide complete warranty service. Quote Name Section Name Length All Quotes. All Sections. 20 CentiMark Corporation disclaims any and all responsibility for pre-existing conditions including, but not limited to: structural damage or deficiencies, clogged drains, mold growth,excessive standing water,removal of hazardous material or other hidden deficiencies such as; damaged or leaking skylights, HVAC units/conduits, electrical or gas lines. This proposal does not cover, and in no case shall CentiMark be liable for, the removal of, or damage to, HVAC units/conduits, gas lines, water lines, electric lines,or conduits, whether located above,below,or in the roof system, lightning protection systems, landscaping, communication cable, communication devices, or other devices, including recalibration of satellites.It is the building owner's financial obligation to provide corrective measures. Recommended Accessory Options to Consider: Furnish a one inch(1")Polyisocyanurate insulation in lieu of the 1/2" Fiberboard with an increase your r value to a 6 for a additional investment of$11,977.00 for this quote to be added to your base quote pricing. From the provided EnergyWise Roof Calculator,the average yearly saving$2,000 for a ROI of 6 Years. Furnish a three inch(3")Polyisocyanurate insulation in lieu of the 1/2"Fiberboard with an increase your r value to a 18 for a additional investment of $49,609.00 for this quote to be added to your base quote pricing. From the provided EnergyWise Roof Calculator,the average yearly savings is$8,318.00 for a ROI of 6 Years. CentiMark Confidential System Application: Furnish and install CentiMark 60 mil reinforced,TPO roof membrane. Position the TPO membrane over the prepared substrate and allow the membrane sufficient time to "relax" prior to installation. Install the new TPO membrane over the prepared surface.Secure the membrane in place by welding it to the plates utilizing induction methodology Twelve(12') foot centers.This will create a roof assembly whereby no penetrations shall be made to the membrane! The thermoplastic membrane seams will be overlapped a minimum of 5", then hot air welded together. Weld width shall be a minimum of 1.5" in width for automatic machine welding. Weld width shall be 2" in width for hand welding.Upon completion of welding,each seam shall be probed to ensure proper securement. HVAC, Curbed Penetrations and Other Air Handling Unit Details Furnish and install at the base of the unit round plates to be mechanically attached to the deck and the around the perimeter of the projection. The membrane will then be attached to the plates via the induction welding process. Install prefabricated universal corners for reinforcement. Miscellaneous Projections Furnish and install thermoplastic flashings to the roof projections. Upon completion of welding,each seam shall be probed to ensure proper securement. Furnish and install a 30"wide TPO protective mat at rooftop access points. Sheet Metal Accessories: Furnish and install new retrofit drain inserts into existing drains. Furnish and install 3.75"Hickman Terminedge perimeter edging with continuous cleat in the Cream Color. Standard Operating Procedures: Employee Professionalism All work shall be performed in a safe,professional manner in compliance with Centimark policy. Permits CentiMark has not included to supply the necessary permits for the project. Permits During permitting, the Town may require the services of a certified professional. Any fees related to obtaining permit approval are not included in CentiMark's proposal. If the permit is purchased separately from the roof contract, CentiMark can submit all required documentation to secure the permit on the owner's behalf. Nightly Tie-In's Depending on new roof system being installed, temporary water cut-offs are to be constructed at the end of each working day to protect the newly installed roof system and building interior. Clean Up All work premises will be cleaned daily during the constniction process and at the completion of the project. Job Acceptance and Punch List Conduct a post job walk through for final sign-off of our job completion form. CentiMark Confidential .4-4 -4.4 Construction Specification ►► ►► PCA 525 Mount Tom Road Northampton,MA 01060 Specifications For CentiMark RoofBond FM 1-90 System Sections included: 13, 14, 15 Project Preparation: Please Note: All sections are quoted to current FM specs. If FM Specifications change CentiMark will have to re-evaluate all the sections quoted. Perform a pre job meeting to determine jobsite logistics and safety requirements. Furnish and install temporary rooftop chute assembly for debris removal. (15, 13 Only.) Safety Related Furnish and install proper safety equipment in accordance with Centimark's written safety program. Furnish and install warning lines to identified areas associated with ground related roofing activities. Store roofing materials in accordance with good roofing practices. Material placement will be to distribute weight loads throughout the entire roof area. Surface Preparation: Remove and dispose of the existing roof system(s) down to the primary layer of roofing.The Primary layer of roof will be spot cored for deteriorated/wet insulation. PLEASE NOTE: CentiMark has included to remove and replace 3,000 square feet of deteriorated/Wet insulation. Any additional will be removed and replaced at a unit price of$4.95 per square foot. Removal of existing roof will be limited to an amount that can be replaced the same day. Inspect existing structural deck for deterioration. Please Note: CentiMark has included 500 square feet of metal deck replacement. Any additional decking will be removed/repaired at a cost of $6.95 per square foot. Areas of removal will be approved by an Owner's representative. Remove existing perimeter metal edge and dispose of debris. Remove existing sheet metal copings and dispose of debris. Remove existing wall flashings to a workable surface and dispose of debris. Insulation Attachment: 1 e.e �-Mnn'� Furnish and install a layer o 1/ ' high density,coated 6-sides, fiberboard insulation, (R-Value= 1.4). This layer of insulation will be mechanically attached to the prepared substrate utilizing FM Global (FM)approved 3"plates and fasteners. Furnish and install up 2,592 square feet of tapered insulation covering 1,632 square feet between the roof drains to improve drainage. CentiMark Confidential Barone Engineering,Inc. 281 Beardsley Road Shelton,CT. 06484 (203) 521—9630(Cell Phone) It is my professional opinion,that the existing roof structure,carrying less weight,will safely support the new loads. Please feel free to call me with any questions or concerns. I am available upon request to meet at the subject property. Sincerely yours, "',�r a 1 � Cliff A.Barone, Sr.,P.E. President 2 z 3 'IF Barone Engineering,Inc. 281 Beardsley Road Shelton, CT. 06484 (203)521 —9630(Cell Phone) March 19,2014 To Whom It May Concern: City of Northampton,MA.Building Department Northampton,MA. Letter Care Of CentiMark 51 Belamose Avenue Rocky Hill,CT. 06067 Attention: Mr.Jose Milan,Field Supervisor cc: Mr.Jason Grieco; Senior Project Manager Building Name and Location: PCA Roof Northampton;MA. PCA Rear Roof Sections 13, 14 & 15 Dear Mr. Milan: RE: Structural capacity of existing Roofs)to accept the new roofing system. A new 60 mil TPO Roofing Membrane System over 3 inches of polyisocyanurate insulation will be added to the existing rear roofing system in three roof sections, 13, 14 & 15,totaling approximately 41,442 SF. The new TPO System weighs approximately 1.0 pounds per square foot,PSF. The existing roofing core above the metal deck,consists of 1.5-inch fiberglass insulation and a 3/4"Built-up roofing,weighing just over 4 PSF, shall remain in place. On top of the core roofing, 1"of Fiberglass insulation and%2"of modified bitumen with another %2"of fiberboard,weighing over 2.0 PSF shall be stripped before the new TPO System is added. The weight of the roofing materials with the new TPO roof on the core roof will weigh over 1.0 PSF less than the present configuration. 1 �•� CENTCOR-01 BAKERRY ACORD" DATE(MM/DDIYYYY) `.,., CERTIFICATE OF LIABILITY INSURANCE 3/18/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: certificates@willis.com Willis of Pennsylvania,Inc. PHONE (g77)945-7378 FAX No:(888)467-2378 c/o 26 Century Blvd ac No Ext P.O.Box 305191 ADDRESS: Nashville,TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Arch Insurance Company 11150 INSURED INSURER 8:American Guarantee and Liability Insurance Company 26247 CentiMark Corporation INSURER C: 12 Grandview Circle INSURER D: Canonsburg,PA 15317 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY MM LTR /DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2,000,00 DAMAGE TO RFNTED A X COMMERCIAL GENERAL LIABILITY 11PKG8900707 5/1/2013 5/1/2014 PREMISES Ea occurrence $ 300,00 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 2,000,00 GENERAL AGGREGATE $ 4,000,00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG $ 4,000,00 POLICY X PRO X LOC $ AUTOMOBILE LIABILITY EOaccI identSINGLE LIMIT $ 2,000,00 A JX AN Y AUTO 11 PKG8900707 5/1/2013 5/112014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS X NON-OWNED PerOaccldntDAMAGE $ AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00 B EXCESS LIAB CLAIMS-MADE AUC930387911 5/1/2013 5/1/2014 AGGREGATE $ 10,000,00 DED I I RETENTION$ $ WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY T RY LIMIT ER A ANY PROPRIETOR/PARTNER/EXECUTIVEY NIA 11WC18900607 5/112013 5/1/2014 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00_t A Business Auto 11CAB8900907 5/1/2013 5/1/2014 Any Auto/CSL 2,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is required) Division/Location:1100-Rocky Hill,CT Workers'Compensation Policy#11 WC18900607(AOS=All Other States except OH,WA, ND,WY which are insured through state funds). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Packaging Corp of America AUTHORIZED REPRESENTATIVE Attn:Tom Dougherty - 6 525 Mt.Tom Road �)(e� Northam ton MA 01060 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts x Department of fridustrial Accidents t: ' Office of In vestigations 600 Washington Street Boston, MA 02111 r F www.mass.gov/dia «'orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name(Business/Orcanization/Individual): C e��1►�at Ca Address: ,.j ReJg,wt a5 e /4v e- k2 N 0 too(4�� City/State/Zip: P o d q //I // Cr o U Phone#: 020 3• a ! 3- 7 0 0 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I have hired the sub-contractors 6. ❑New construction employees (full and/or part-time)."' 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance. t required.] 5. 7 We are a corporation and its 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL oof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' •❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the nartr of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: S-� -e— Policy#or Self-ins. Lic.#: Expiration Date: 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 certi pains and penalties of perjury that the information provided above is true and correct. Signature: ' Date: Phone#: d63 3 - s�1 3 S7D L) Of use onlp. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .. .. . . ...... .._..... . .... ...._ ..... . as Owner of the subject property hereby authorize to act on my behalf, in all matters elative to work authorized by this building permit application_ Signature of Owner Date �a S /Do-\ 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 Nam Sign late SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder, �OteS E $ License Number rP Se�� S�(I NCB C gv r �in q fd MA , .A( X63 Address r Expiration Date Signature Telephone SECTION 13-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 0 No 0 VcmiouL7 Commercial Building Permit May l5.20OO SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address R istration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Si�!Lature Telephone ixpiration Date ,4-3 General Contractor IL Not Applicable 0 CoCompany Name: Responsible In Charge of Construction :pany a=me R spons, le In f 14 11 cT ddr Si Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofin Change of Use❑ Other❑ Brief Description Etter a brief dejcription��e,�d,�� � � oNbc, l�sS , SwS la/e�����3 s D , Of Proposed Wor e ova Te'Q 0.Ye/a aw„t gi1. Irrvo;r. SECTION 5-USE G UP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: ��W _ Proposed Use Group: Existing Hazard Index 780 CMR 34): ___ ___ Proposed Hazard Index 780 CMR 34): 6 SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 St _ 1 St 2nd __........,....,.__"_'....'_-___. ... .,.......�,�.,.w..�.� 3rd 4m - -� - 4 t Total Area(sf) Total Proposed New Construction sf Total Height(ft) -m _ Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system[] Vemioui7 Commercial Building Permit May l5.200V 8. NORTHAMPTON ZONIRG7 Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Building Height Bldg. Square Footage ON Open Space Footage % (Lot area minus bldg&paved of Parking Spaces , (volume&Location) A. Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES 0 IF YES, date IF YES: W the permit recorded at the Registry of Deeds? NO DON'T KNOW 0 YES 0 IF YES: ent Book PageF I and/or Document# B. Does the site IF YES, has a permit een or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 Date Issued: C. Dn any signs exist on the 0 NO 0 IF YES, describe size, type and cation: D. AreLheneanypnnposedchangestuo�addidonsofsignsintendedfortheproperty7 YES 0 NO 0 \ IF YES, describe size, type and location: E. Will the construction activity disturb(cl hng grading,excavation,nr filling)over 1 acre oriadpart ofa common plan that will disturb over 1acre? YES 0 ND ' �. |F YES,then uNo�ham�on Storm VVo�rMonogemanv�onnit from the DPW ixrequired. Versionl.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office C A � Map Lot Unit ,5-45- fA� Tovrl �� A Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: _ Er 060 Name(Print) _. Current Mailing Address: _ Signature Telephone 2.2 Authorized Agent: u_�®.��-_.� 6 U�.,� --._w�_._-_..��. .__. �__ __�p�Stc�.:v�►©� _ v2 VC��n 1 �I �`? Name(Print) Current Mailinq_Address Signature Telephone SECTI04 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed b permit applicant 1. Building (a)Building Permit Fee a 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) Check Number ?1/di;i This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0969 APPLICANT/CONTACT PERSON CENTIMARK INC ADDRESS/PHONE 51 BELAMOSE AVE ROCKY HILL (860)256-6601 Q PROPERTY LOCATION 525 MOUNT TOM RD MAP 53 PARCEL 005 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction:_INSTALL TPO ROOF SYSTEM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License CS080749 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO 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 Street Commission Permit DPW Storm Water Management D o ' 'o la Sig re of Building Official 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. 525 MOUNT TOM RD BP-2014-0969 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 53-005 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ROOF BUILDING PERMIT Permit# BP-2014-0969 Project# JS-2014-001685 Est.Cost: $328828.00 Fee: $1973.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: CENTIMARK INC CS080749 Lot Size(sq. ft.): 1932278.04 Owner: PACKAGING CORP OF AMERICA C/O GRANT THORNTON LLP ATT RICHARD PEREZ SR MGR Zoning: Applicant: CENTIMARK INC AT. 525 MOUNT TOM RD Applicant Address: Phone: Insurance: 51 BELAMOSE AVE (860) 256-6601 O WC ROCKY HILLCT06067 ISSUED ON:312412014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL TPO ROOF SYSTEM 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: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/24/2014 0:00:00 $1973.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner