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20210378 Holiday Inn Roof and Equipment Application
**HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** jFOROFFICE USEl PTOGq 5P SA (Application#)�r CITY OF SARATOGA SPRINGS - '� DESIGN REVIEW COMMISSION • �.. CITY HALL-474 BROADWAY (Date received) v `1 `rGI,,,� SARATOGA SPRINGS, NEW YORK 12866-2296 � R CKC /4toRRATED TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Holiday Inn Saratoga Springs JLK Global Fund US 3 Incorporat Address New Castle Hotels LLC New Castle Hotels LLC 232 Broadway, Saratoga Springs, NY 641 Danbury Road, Ridgefield, C. Phone 203.447.7031 / 203.447.7031 / / Email jbuffam@newcastlehotels.com jbuffam@newcastlehotels.com Identify primary contact person: 0 Applicant El Owner 0 Attorney/Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in premises: El Owner 0 Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 232 Broadway, Saratoga Springs, NY Tax Parcel #. 1 65 75 - 2 - 5 • (for example: /65.52—4—37) Date Acquired by Owner: 07/20/19 Current Zoning District: C3 Property use: 0 Residential In Non-residential/mixed-use Type of Review: 0 Architectural 0 Historic 0 Extension/modification (of current approval) Summary description of proposed action: See attached. Has a previous application been filed with the DRC for this property? 0 No IR Yes—date(s)? -App. No.(s)?_ Revised 01/2021 **A "complete" application consists of 1 hard copy(original) ,and I electronic copy of application &ALL other materials as required below: New Construction /Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties ❑ Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture &lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3' sheet—smaller permitted if legible ❑ Floor plans for proposed structure; on sheet no larger than 2'x3'—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only) O Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture&lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible O Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks:UR-I &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-I=10') - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees, etc.) street names,compass bearing&scale; no larger than 2'x3' sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than 11"x17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks,street names,compass bearing, and scale ❑Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors,materials, lighting, mounting details ❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Request for extension of current approval ❑ Identify date of original DRC approval:_ Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form ❑Applicants proposing the following must complete"Part I" of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/perm its_ej_operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion (exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae,satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? ▪ No 0 Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Jeremy B u ff a fl l Digitally signed by Jeremy Buffam 4, 16.21 Date:2021.04.19 14:34:06-04'00' Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Jeremy B U{� Digitally signed by Jeremy Buffam I I a CTl Date 2021.0419 1434 28-04'00' 4 Owner Signature: Date: . 16.21 Owner Signature: Date: Revised 01/2021 5PPTOGA SCITY OF SARATOGA SPRINGS JO,Pr o �� m DESIGN REVIEW COMMISSION • r: �. City Hall -474 Broadway Ro�K Saratoga Springs, New York 12866 /NCORPORATEO ` Tel:518-587-3550 x2533 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/HISTORIC REVIEW APPLICATION I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will on/y consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including: • demolition of a structure -addition or removal of exterior architectural features -installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, Within a non-residential zoning district: • a change in exterior building color porches, etc. • installation of an awning -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. •Within a front yard setback: - installation, removal or material changes to drive-or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in diameter • a change in exterior building color within a non- residential zoning district • a new, or change to an existing, sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised 01/2021 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height—consistent with historic form and context of site and surrounding properties • Scale— relationship of structure and its architectural elements to human size, form, perception • Proportion — relationship among building elements including front facade, windows, and doors • Rhythm — pattern resulting from repeating building elements such as door/window openings, columns, arches, and other facade elements • Directional Expression —compatibility with horizontal &vertical expression of surrounding structures • Massing &Open Space— relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roof) - Building materials - Color— (in non-residential zoning districts only) 5. DECISIONS:The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board ofAppeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125eachadd'I variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200eachadd'I variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions 50%ofApp fee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition I $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch 165.00 $165 Principal 550.00 $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] $990+$50/app Special Use Permit-extension $330 Special Use Permit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan I $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL #LOT/ACRE Post-Work Application Fee Add 50%App fee Lot LineAdjustment $350 Letter of Credit-modification or extension $440 Letter of Credit-collection up to 1%ofLoC Recreation Fee $2000/lotor unit Land Disturbance $660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing $50/app [1] Fees are based on per structure,except where noted. $715.00 TOTAL DUE [2] Legal ad required; includes City processing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due / / Balance Paid Staff approval Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Description of Work New Castle Hotels&Resorts April 16, 2021 Holiday Inn Saratoga Springs, NY Roof& HVAC Replacement The proposed project includes the removal and replacement of existing roofing and HVAC equipment on the 1 story building that encompasses meeting space, restaurant, lobby and kitchen. The roof replacement drawings and specifications were prepared by Mr. Bill Hope, PE (NYS 53256). The HVAC drawings and specifications were prepared by Mr. Mark Cambria, PE (NYS 082903). Following are key issues related to the proposed work to be read in conjunction with the attached photos: 1. Existing black modified bitumen roof membrane will be removed and replaced with a new black EPDM membrane, including new insulation. There is approximately 20,000 sf of roofing to be replaced. 2. The roof contains a 48" parapet wall at the south and west elevations per photos; the metal cap flashing on this wall will be replaced in kind to match existing in style and color. 3. Existing roof contains 78 mechanical equipment units— i.e., exhaust fan, air handler, condenser, etc. 37 of these units will be removed entirely as part of the project— i.e., the equipment will not be replaced. In addition, approximately 150 feet of ductwork will be removed and not replaced. The roof will be much cleaner and have far less equipment when the project is completed. 4. Of the remaining 41 pieces of equipment, 29 will remain in place and 12 package units will be replaced with new units. 5. There currently exists four exhaust stacks on the roof, each 96" in height. Three of these exhaust stacks will be removed and not replaced as part of the project; one will remain in place—this stack is furthest from the road and not visible. 6. There are two existing package air handlers that extend 57" above the roof surface; one unit will remain in place and the second unit will be replaced with a new unit that will extend 52" above the roof surface. 7. All other existing equipment (41 units) on the roof is between 12" and 48" in height. a. Four equipment pieces will increase in height to from 46" to 52". b. Five equipment pieces will increase in height by approximately 5", with final height ranging between 44" and 49". c. Several equipment pieces will be reduced in height— i.e., replacement equipment is smaller than existing. d. NO equipment will exceed height of existing 57" unit that is scheduled to remain in place. e. None of the equipment will be visible from either the adjacent sidewalk or public thoroughfares. f. New equipment will be light grey in color, similar to many existing pieces on the roof. g. New equipment is more efficient and quieter. 4/16 1 of 2 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Description of Work New Castle Hotels&Resorts 8. Please reference attached plans and photos for additional information. Attachments Signed/sealed roof plans & specifications dated March 17, 2001 Signed/sealed HVAC plans & specifications dated August 20,2020 Photo log with notes Carlisle metal color chart 4/16 2 of 2 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts 4 '` I,FJ Ole r "ii I � Y s , ma y t- _ :r-= - - Vit. _ I „ ._. _ i ._,._...,,.,4,"___...,.__...... yT _..0,_._...._.,,_.._,______________, s._o E,I_... _1. \. .I ,, .,.,_, . _•..k.e._.....__.v__„._._... 1 w h- at• !' 1 i __ ✓� - *. f 14 is}e' ._- ..�. .. _ � ^-Luis.,�-�'' i_.,,'- .,. T-1r. __ _, .y.....e., PE! .%, .1 .., ''t \, I. __ ; -;; o :fisting roof - 37 pieces of equipment to be removed and not replaced.. 12 pieces of equipment to be replaced with new. (Pam Itigg Plir v 4 ala a .�� �9rt �- t 1 St'-'1' 4_ 1 Sis 3......--;-, 2;---- )4. .40011,.. • _ sem` '' _= 4/16 1 of 7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts ,_,,,,..,.‘,,....,,,,•-•:.1-.'•'.... .... ..‘.:•-'1.:40111.i.-114..•:%;..-'.': I �, L - i° ltitAff FS It y` .. '11 raw - tr • _ . ..,, - ,It'. • P-- ' '0_-_ .„ ...,___=lins__;'.;,;114. 1r. • ' _-:I .Gi.a9q : t : •. r.4.1i.-.".r.,:,,.,,,L3'.14,..tler:-4.,:ei . ...., 4.4 '.;C '^. ... .„,,,,....... ... , .;::..,::: . ..,_•-• .• -1,:.••_-:•.,-aIL,I.,----1,..,:,-;::'.,:`,:ttp,:.',..:"..,:.•4,..,•:•:,..1.4,";.,'. ..4;11-ri47.1,,;-„A--•-, .0.r.4:4'. .111'''' ::-. •.........i50.-'''..::.:'S.,-71.4:1--'. II.. . , ,:, • __ ,___:_r_____.11.:,.....,:i- ...„:„..- pir....,„ • Yom' :. h ,, w 1 _ _ a y Y. 2 1•^t 1 it .�-' a •:',1-,:' 1 f 1 rpt __ • 1 mil n,rp. , i,..:_.• 1, • • ,..4 7.-.::-....,Z...L-r,.':.:..,-'..‘...N.''.fi':i.'S.'i,!(,' I.:' ---- ' :'' - i.1 ....,..'''•• ',''' •L'. A OR kr+ N.• H . ...,, ,, swam• ... „,;_,...,..., • • I Ittlui ,, . . .,,,„____ . _. , .. _ __ __...... , . • ._ ,_ . . ,.,_. . 7.7.,,, . .LJJ, ,. ,,_,.._, „,.‘41 = .„;,,,, , r . :-7,i---...",_..7.,,.--_ _ -- .--_ ' . ''O''''''.7 Yn3 ' •b� __. 11F ,- J �V 77-• • t __ ___,_____-, _-_:. ...,_ ,,, ,.. ..,:I..,...-.±',,---''.. ' "i'''''''. .''f:: '7.'2” i ..--7--------,------_..------•-•-._.--,---- . �-..� . .. r- --"� - e•.:,_ - r :• - __ • 4/16 2of7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts i ( r r , .. _ . _.. — pip 7,, 7ZZ1211jJJ37f7j7 ' 7 7 Carrier ).� -._. _. — 7.7 ' —fir F s . _ _ _ 4 MINN" Iff fil I I 1111 fill I ilia lin,i 0 r__,-- - --" 1 11.,Q .. .. • . ! .-- .�4c-s'.-.. . Y; This equipment including stacks to be removed and no .' , ' `moi. ;M• J► > • 4 . . , . ,:, .. '," • • .11" w - .. ' .. k Y om'- •.-�� , Is. r key.-.- :. - S Win" 4 a i r--—_.,—--_ ---.-.=----.. r—-, - - ii i 4 i ... -.m. ti~ 2 l I- , _.--a--__ vii: ,..i, :_. . ..., . ___ ,...,_,_ .ten.. s - f s 4/16 3of7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts 1 ' 14 . 7 •oiler exhaust stack to be removed and not replaced. . 111 fr .' ..411111111111111111b- • »,..,._, .. qr ...r:iiiiipift ., _.4- P�� L -te — - 4 -� �.r � �ff , ~ a- -- ...,._ "�"s" 'fi 4- lam:... ` tri �r A �yH 4.d �+' r -. _ J ...,,R.•, _ ate`' �. - Metal dashing at wpa all to be replaced with a 4 t+r k R 4 . ` f �, A-.... .....:ice ..w.W--.Z`. --- ,FI...s C . : • • I II 4/16 4of7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts View from West r. ; • r 44���l!1 rte.. , , ..a,„:... 1 •-•F111.11.r.,m1mIll. --::.:. 7--. , — + _ M'�'[ 1 � 4. , A • A �� ii 4111/I1�1 ..Yi.. GlIEST $•: .�n/:• ar 4MIal �Y/ 111 MUM I7�1y' a- 9 _. 1--- _ - • .111111111111111r; ---------------- ' -. View from SW 1 __... . . ,. ''4'• t 9 x • r existing stack to be removed ` . R ta/.. '. A e . ; 'P r:xe.:ars s, o411'111� a - w X14�ti"t�_ ,F a k ,_ ems' k .M r c • ' : ,a 4/16 5 of 7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts w h View from south w 4,. e� ��,.� existing stack to be remove(' '� '_ :-. t / N ; _� J.;t' ,�.� x_.. 11 _ _ff {•�. _ M1 J - -3t-'1 -{-,e.'..;•.-..."1' --_. • 144\ iView from south \.: :: - ,:,4, \ . i , _r_ , - - ' It - opt';‘,A141--4410re'llrier•--....'- ;,.. Ilkit1 .- � _f. ,-- lit" - ,;'I {. PP - � .--;,,-.,.1. 8 '` ' . 4 "` ' » y;,- y7R" r.' ty" i 2 r.. :. -- - + ' ',�� f�ati. ^k i '.` Illia�, y^ •dam- , � 'A ' N.rr l . r yFr; d . It`sr ir•Y 4/16 6 of 7 Holiday Inn DRC Submission JLK Global Saratoga Springs,NY Roof Membrane&HVAC Replacement New Castle Hotels&Resorts il�isting roof plan bfore removal of equipment -=---y DEMOUTIONKEYED N Es t , '',,,,,,/,./' r ilk x - I -j ,.-" 2:- .,-,`= C 3,= C-j'7 7t , �/ ll42111 ,X + �Y � �, - ` rt /,cri 11 "*/El ( E // „ :, w n\-e .L._€3, c °" p r 1 big .: MI H r.z.... is .0 l .� : , H LAC E_Tt,ng Root Plan 'I\ I `tsN { � f 3 �. m. a� tip,.,,; Fr 0 - :�x. to ''' �}' :;i�^ �' -..,,ux \•` n ,Fr j. @0 i v f f A /-, /0. 7' ._,L_..._ r'/ f' ISE '..7:,-m^-'' Final roof plan after removal of 37 pieces of equipment. N 'a. ` 1.8 >I 1 z In b ,w - , \I ' - w .LEA names � I' �}i ! � F. m li: �ti �. F. �xtT F' 4 :1 mow5.MEER 86.1" f 3n 1 F ❑ J -00 ("7,-.)HVAC Existing Roof Plan 4/16 7of7 Holiday Inn Design Review Commission Application JLK Global Saratoga Springs, NY Roof Membrane&HVAC Equipment Replacement New Castle Hotels&Resorts EXPERIENCE THE CARLISLE DIFFERENCE CII�IRLI5LE SVA/TEC SYSTEMS SecurEdge'" and Metal Flat Sheet Color Chart STONE WHITE BONE WHITE REGAL WHITE SANDSTONE ALMOND SIERRA TAN BUCKSKIN MEDIUM BRONZE DARK BRONZE ANTIQUE BRONZE MIDNIGHT BRONZE AGED BRONZE MANSARD BROWN BLACK CITYSCAPE SLATE GRAY GRANITE L MUSKET GRAY CHARCOAL IRON ORE HEMLOCK GREEN PATINA GREEN FOREST GREEN HARTFORD GREEN BURGUNDY COLONIAL RED TERRA COTTA CARDINAL RED TEAL MILITARY BLUE .1 PACIFIC BLUE INTERSTATE BLUE AWARD BLUE SILVER P ZINC P I WEATHERED ZINC P CHAMPAGNE P COPPER PENNY P AGED COPPER P DREXLUME" M 4/16 P=PREMIUM M=MILL FINISH L=LOW GLOSS COLOR 1 of 2 Holiday Inn Design Review Commission Application JLK Global Saratoga Springs, NY Roof Membrane&HVAC Equipment Replacement New Castle Hotels&Resorts EXPERIENCE THE CARLISLE DIFFERENCE C,1RL/5LE SYNTEC SYSTEMS SecurEdge- and Metal Flat Sheet Color Chart •=In Stack V=CRRC Approved Finishes =New Color ( )=Most Similar Previous Versico Flat Sheet Color Color Options SR SRI 24 ga 22 ga 0.032 0.040 0.050 0.063 Cool Roof Certified Standard Colors Aged Bronze 0.29 29 • V Almond 0.53 62 • • • • • ✓ Antique Bronze 0.29 28 • • • • • Black 0.20 17 • • • • • • Bone White 0.67 81 • • • • • • V Buckskin 0.38 41 • • Burgundy 0.24 23 • • • Charcoal 0.27 27 • • • • V Cityscape 0.44 49 • • • • • V Colonial Red 0.32 34 • • • • V Dark Bronze 0.26 24 • • • • • • V Forest Green 0.10 6 • • • • • Hartford Green 0.29 29 • • • • Hemlock Green 0.29 29 • • • V Interstate Blue 0.13 8 • • • • Iron Ore 0.27 26 • • • • Mansard Brown 0.29 29 • • • • • V Medium Bronze 0.26 26 • • • • • • V Midnight Bronze 0.06 0 • • Military Blue 0.29 29 • • V Musket Gray 0.31 32 • • • • • V Pacific Blue 0.25 24 • • V Patina Green 0.33 34 • • V Regal White • • • • Sandstone 0.49 56 • • • • • • V Sierra Tan 0.36 39 • • • • • V Slate Gray 0.37 40 • • • • • V Stone White 0.64 77 • • • • • • V Teal 0.26 25 • • V Terra Cotta 0.36 39 • • • • V Low Gloss Granite 0.32 33 • • • • • V Premium Aged Copper 0.26 25 • • • V Champagne 0.40 42 • • • • V Copper Penny 0.47 53 • • • • V Silver 0.49 54 • • • • • V Weathered Zinc 0.26 23 • • • • • V Zinc 0.33 35 • • • • V Exotics-10-year Color Fade Warranty Award Blue(10-YR) 0.21 17 • • Cardinal Red(10-YR) 0.37 39 • • • V Bare Products Galvalume 0 • Mill Finished Aluminum • • • • Clear Anodized • • • • Dark Bronze Anodized • • • • Black Anodized a • • HOG G90 •18 ga x 48"x 120" •20 ga x 48"x 120" •22 ga x 48"x 120" »High-performance painted perimeter edge products. »Not all colors and gauges are stocked in all locations.Contact your Carlisle Manufacturer's »Carlisle SynTec Systems standard sheets come in 48"x 120". Representative for specific stocking information and special requests. »30-year paint warranty on Galvalumev and Aluminum substrates,excluding Exotics. »Custom colors available. »25-year warranty on Galvalume. »Oil canning is not a cause for rejection. SHERWIN-WILLIAMS. Coil Coatings Colors shown represent the actual color as closely as possible.To ensure exact color for final approval,a metal color chip is available.Warranty statements mentioned are outlines;complete Limited Warranty information is available on request.No other warranty expressed or implied is applicable. 800-479-6832 I P.O.Box 7000 I Carlisle,PA 17013 I Fax: 717-245-7053 I www.carlislesyntec.com 03.11.21©2021 Carlisle. 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Hope, PE RBEC, RRC, RWC, REWC, CCS, MASCE Exterior Consulting and Roof Management Albany, NY v o _9, g a dc a „ti99SZ1 AN s6updg e6o}eeg (empeo18 ZEZ 92 c o '- Z - o a 2 ‘i Li' co ¢ E "' Q w = = m d A v= uuI �(epi�oH e6oleaes a m o N 0 a a 7 67 11 :loefoJd 3m %L 0) . Et m Q� 3 -a�e� -.../,-4,0 2 Il LL 4 ,� 7I� 'n W •null Z F J, J 2 V 111(Ca -j4 `R �� "II�IIIIm W �� %'‘),L 6� y Qe ••��I11 +II „1III S T NCJ� I� LICE II1 J 1J i iI I o T T L 11D----i c T T u, Qi, c X , Z W ,c, Q c o_ Q Q W O U V) C D, L AID--7 T T 1 Ide u i I E _ AID" co L a c c u5 _ 0-z L o IL 1 o e O cl 44j `lip, L - _ Uu1• oCCLLJo 1111" Ccn J W Q I— I— Q Ili u W Z L_ 01III' w I— II C _ 4 f 6jI SECURE EDGE SECURSHIELD Y" HD PLUS 1200 FASCIA COVER BOARD. i 'fit• .011111111111111 l•.I 2x6, PT AND FIRE '• ff ' VERTICAL RETARDANT, FASTEN 12" O.C. 1161..........'" 2x6 AT I ����•i OOF lNSU`A�o���� �t 24" O.C. !'m--�--Y2" CDX INTERIOR AND ♦1•• ZAPERE �_i���♦♦♦♦♦, " I I EXTERIOR, FASTEN AT 12" O.C. l� 1••••��•'•\01..A�oN •��•••• 50,...v 2x6 PT AND FIRE`��.VF11a- OF �� Ica RETARDANT, j.�♦♦♦♦ I I : FASTEN 12" O.C. �•.i�� S,It p 04 •�� FASCIA EXTENDER. W/ gASE ROOF \N ' �n�lit 11: � ©"•r- 061 STEE` DECK EXISTING WOOD BLOCKING. CONTINUOUS SHIM NOTE: 1. SECURE EDGE 200 FASCIA AND FASCIA EXTENDER ,s0F NEWyo .�P ��pM J.yp 'p EXPOSURE SHALL BE APPROXIMATELY EQUAL. .i �, AF * X11 if 'a,ii - W F, t4 w �<C\0 53256 N., ()Sec 'A' Itijc14)r—. tion SCALE: N.T.S. Date: Exterior Consulting and Project Name: 4-6-20 Roof Management Roof Renovation Drawn By: Holiday l n n William Hope, PE Project Address: " stc P.O. Box 13925 232 Broadway Saratoga Springs, NY 12866 Scale: Saratoga Albany, New York 12212 _As Noted Phone: 518-456-5274 Drawing Title: //�� Drawing# E-mail:extconsulting@nycap.rr.com Section 'A' R-101 WOOD BLOCKING 112 6 SECURE EDGE 200 j FASCIA \ \ WOOD BLOCKING METAL CLAD PARAPET v SUPPORT WRAP WITH I ______INSULATION + + ) "/1' TAPERED ROOF MECHANICALLY ATTACHED. SECURSHIELD 1c HDPLUS COVER BOARD. . SECURSHIELD Y" HD PLUS COVER BOARD � MECHANICALLY ATTACHED TO WALL 1 EA/2.S.F. TAPERED ROOFINSULA11ON FILL ROOF INSULATION<J BASE ROOF INSULATION EXIST. STEEL DECK NOTES: 1. ELECTRICAL CONDUIT AND BOXES SHALL BE REMOVED AND REINSTALLED BY MECHANICAL CONTRACTOR AS REQUIRED TO INSTALL NEW OF NEw COVER BOARD AND BASE FLASHING. 0P0PMJ Ho�o�P,4- 2. ELECTRICAL LIGHTS AT EXTERIOR OF EXISTING ,;(0P4 i�;b; i;';.;, METAL EDGE SHOULD BE REMOVED AND GIVEN m tl�i w TO OWNER BY ROOFING CONTRACTOR. 2� - � 5V 3256 (G. ROFESSIONP B Section 'B' at High Parapet Wall Wter— R102 SCALE: N.T.S. Date: Exterior Consulting and Project Name: 4-6-20 Roof Management Roof Renovation Drawn By: Holiday Inn William Hope, PE Project Address: stc P.O. Box 13925 232 Broadway Saratoga Springs, NY 12866 Scale: Saratoga Albany, New York 12212 As Noted Phone: 518-456-5274 Drawing Title: Drawing# E-mail:extconsulting@nycap.rr.com Section 'B' at High Parapet Wall R-1 02 EXISTING METAL COPING TO REMAIN. NEW METAL COUNTER FLASHING ,1 J SECURED 12" O.C. NEW TERMINATION BAR SECURSHIELD Y" HD PLUS COVER BOARD. \ _____ I _ TAPERED ROOF INSULATION 1 Ilxxlxxlxl EXISTING WALL ♦♦♦♦♦♦ FILL ROOF INSULATION • XUXX ♦�♦ BASE ROOF INSULATION EXIST. STEEL DECK L NOTE: ,cs.oF NEbyy �'CP'\��\PM,,NpA?�Q!" 1. ELECTRICAL CONDUIT AND BOXES SHALL BE REMOVED AND *�NIzi�* REINSTALLED BY MECHANICAL CONTRACTOR AS REQUIRED TO / `^I��`=�titr., ct INSTALL NEW BASE FLASHING AND COUNTER FLASHING. m ,�-�-l�l w oo 53256 ��G� AROFEssio* Detail 'C' at CMU Parapet c4i15fLP--- R103 SCALE: N.T.S. Date: Exterior Consulting and Project Name: 4-6-20 Roof Management Roof Renovation Drawn By: Holiday Inn William Hope, PE Project Address: — stc P.O. Box 13925 232 Broadway Saratoga Springs, NY 12866 Scale: Saratoga Albany, New York 12212 As Noted Phone: 518-456-5274 Drawing Title: ' Drawing# E-mail:extconsulting@nycap.rr.com Detail 'C' at CMU Parapet R-103 THERMOSET MEMBRANE EPDM FOR PROJECTS WITH 25 & 30—YEAR WARRANTIES, REFER TO DETAIL U-15H FOR REQUIRED CORNER ENHANCEMENTS. SEE OPTIONS 1 & 2 MAXIMUM 12"(305mm) O.C. SPACING .t....._ . ��'��"' A EPDM PRIMER ' SHEET OPTION OPTION ` FLASHINGETAL ----- O © ` (BY OTHERS) B SURE—SEAL BONDING ADHESIVE ITz. MIN. 3" (76mm) WIDE = Q Q 20" (508mm) WIDE SecurTAPE IN SURE—SEAL/ CCONJUNCTION WITH SURE—WHITE EPDM PRIMER PRESSURE— ESENSITIVE CURED E E D EPDM MEMBRANE co Z co Z I FLASHING r �. .� —� © WATER CUT—OFF M �I 1 A E MASTIC 1 L iFiAlt .. EXTENSION FOR TALL CURBS FASTENERS INTO CURB CARLISLE FASTENER & ___ SEAM FASTENING PLATES, MAX. 12" (305mm) 0.C. I NOTES: I 3" (76mm) MIN. II 1. IF THE VERTICAL SPLICE ON THE CURB _=.--%•=�ti FLASHING IS NOT LOCATED AT THE INS IMMENNEMENNEMENI CORNER, 6" (152mm) WIDE © U.miilI■■■■■■■■■■■■■■I PRESSURE—SENSITIVE ELASTOFORM OR T—JOINT FLASHING, IN CONJUNCTION FASTENERS INTO DECK WITH EPDM PRIMER, MUST BE CENTERED OVER FIELD SPLICE AT ANGLE CHANGE. 40 1 2. HP FASTENERS AND POLYMER SEAM PLATES ARE REQUIRED FOR MECHANICALLY—FASTENED ROOFING SYSTEMS OVER STEEL DECKS. UT51 R 3. 3" (76mm) FOR UP TO 20 YEARS AND `11SN �5 PE. 41 6" (152mm) FOR 25/30 YEARS. FI-�R�ER(S) Opp, 4. WHEN MECHANICAL FASTENERS ARE Gr) ,' U USED TO PENETRATE THE METAL LqP COUNTER—FLASHING, USE EPDM SEALA WASHERS, APPLY WATER CUT—OFF "' MASTIC UNDER THE COUNTER—FLASHING "`'' OR CAULK THE FASTENER HEADS. Lft.:07- 9ir '"'" -s DETAIL NO. • EPDM CURB WITH 20" WIDE 11, 1 — • APPROVED SUBSTRATE PRESSURE—SENSITIVE CURED FLASHING Epp;, U - 5A. 1 E • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2020 Carlisle SynTec a division of Carlisle Construction Materials Incorporated THERMOSET MEMBRANE EPDM It: OPTION 1 OPTION 2 1 6" (152mm) WIDE 6" (152mm) WIDE 3" (76mm) WIDE FACTORY—APPLIED PRESSURE—SENSITIVE EPDM FACTORY—APPLIED TAPE IN OVERLAYMENT STRIP PRIMER • TAPE El CONJUNCTION WITH ---- EPDM PRIMER O 0 nnnnC: _....j 1•••••••••••••••••••••••••••M••••■ 1MMEMMEMMEMMEMMEMMEMMEMMEMMEMMEMM■ IMMEMMEMMEMMEMMEMMEMMEMMEMEMEMMEMI ' MMEMMEMMEMMEMMEMMEMMEMMEMMEMMEMMI EPDM PRIMER I 12"X12" 6"X6" PRESSURE—SENSITIVE PRESSURE—SENSITIVE T—JOINT COVER T—JOINT COVER PRESSURE—SENSITIVE OVERLAYMENT STRIP (SEE NOTES) \/ END i �� -9 LAP SEALANT F.A.T. �/C LAP , F.A.T. / e ate. I aa, END I 1 �, 9: X.: . 1 00:000 EPDM LAP 0". Y. EPDMPRIMER ��p� II PRIMER ��1✓r�rir� kh p11�1�1�111 ���r���rrrr 111 I� %i �4����� 11 rrrrrrr p111111�111 Ilrri�1irr I I 001 / �ppppll rrrrrrrr 411111W411I`rr/44°°r 1`///II I NOTES: I NOTE: 1. TAPE SPLICES MAY BE A MINIMUM 3" (76mm) 1. APPLY LAP SEALANT ALONG THE LEADING WIDE FACTORY APPLIED TAPE (FAT). IN EDGE OF THE MEMBRANE SPLICE COVERING ADDITION, OVERLAY THE ENTIRE FIELD SPLICE I 1/2" (13mm) IN ALL DIRECTIONS FROM THE WITH A CONTINUOUS 6" (152mm) WIDE SPLICE INTERSECTION AND OVERLAY WITH A PRESSURE—SENSITIVE OVERLAYMENT STRIP. I 6"X6" (152X152mm) T—JOINT COVER. A SECOND LAYER OF 12"X12" (305X305mm) 2. APPLY LAP SEALANT AT ALL INTERSECTIONS PRESSURE—SENSITIVE T—JOINT COVER IS BETWEEN PRESSURE—SENSITIVE OVERLAYMENT I REQUIRED. STRIP. r N DIMENSION mm I 0 1/8" TO 3 TO 1/2" 13mm F.A.T. (FACTORY APPLIED SecurTAPE) -- EPDM EPDM MEMBRANE SPLICES op!: DETAIL NO. — — — • BONDING ADHESIVE L — - APPROVED SUBSTRATE (25 / 30 YEAR WARRANTIES) • A-2 [51 - • SEE NOTE(S) For additional information, refer to Specifications ADHERED EPDM © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated 25/30 YEAR THERMOSET MEMBRANE EPDM il • c:;' • \�\�V�VSCE ���ck0" /' 2 �� �� �C� -� F�0 • / , BO o - 4�© /' ;:Q Sec :..r.; QE w . �t �P P eG POSITION MEMBRANE TO ALLOW AN APPROXIMATE 3" FOLD SHEETS BACK AS SHOWN. APPLY EPDM PRIMER (76mm) OVERLAP. MARK THE BOTTOM SHEET WITH AN TO THE SPLICE AREA ON BOTH SURFACES AND ALLOW INDELIBLE MARKER 1/2" (13mm) FROM THE EDGE OF TO PROPERLY DRY. APPLY SecurTAPE WITH RELEASE THE TOP SHEET AS SHOWN. THE PRE-MARKED LINE ON FILM ALIGNED WITH MARKER LINE. THE MEMBRANE EDGE CAN ALSO BE USED AS A GUIDE. 3 4 LAP SEALANT APPLIED �E�OCkP. c�RF<Fgs ALONG MEMBRANE EDGE Oji' 441%:- 40"1 SECOND LAYER .(1) ,,,,00.0000.00000.0000.0.0)121*SecurTAPE / /' OSe0 SPLICE SHEET B TO SHEET A AND APPLY SECOND PIECE SPLICE SHEET C TO SHEET A AND B, PRESS TOP SHEET OF SecurTAPE BETWEEN SHEET B AND C. TRIM RELEASE ONTO BOTTOM SHEET USING HAND PRESSURE TOWARDS FILM AS SHOWN. THE OUTER EDGE OF THE SPLICE AND ROLL THE SPLICE AREA WITH A 2" (51mm) WIDE STEEL ROLLER. 5 12"X12" PRESSURE-SENSITIVE \U gRPN� T-JOINT COVER IN ��� CONJUNCTION WITH EPDM PRIMER / LAP SEALANT UNDER THE , 6"X6" O' B 0" /�•,�,,�� PATCH PRESSURE-SENSITIVE P i '''<??:;:.:. T-JOINT COVER ....................: IN CONJUNCTION \\ / i� :::: i::i::::::: .r:::is:'::::.ii :i:::.r.::r" t' -s... . .....:..r.....: . WITH EPDM -..><,, >.: :<SKa:"< .4;i`°.`. 7 PRIMER N..:::::::::::....... NOTES: •/ w.:. ::: :. . . 9 RPe1 \ 4;; :: ::: ::::: ::::/;'- 04,e 1. APPLY LAP SEALANT AT CUT IlL_'.4i-;;;:i, EDGES OF REINFORCED MEMBRANE. LAP SEALANT O 2. APPLY LAP SEALANT ALONG THE APPLY 6"X6" PRESSURE-SENSITIVE T-JOINT COVER AND EDGES OF THE MEMBRANE SPLICE 12"X12" PRESSURE-SENSITIVE T-JOINT COVER CENTERED COVERING THE EXPOSED SPLICE OVER THE INTERSECTING POINT OF THE LEADING EDGES TPAE 1/2" (13mm) IN EACH OF THE FIELD SPLICE INTERSECTION AS SHOWN. DIRECTION FROM THE SPLICE INTERSECTION. • EPDMDETAIL NO. SecurTAPE SPLICE INTERSECTION • APPROVED SUBSTRATE (25 / 30 YEAR WARRANTIES) U — 2D 0 • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated 25/30 YEAR THERMOSET MEMBRANE EPDM CUT MEMBRANE FROM • NEAREST EDGE TO EPDM PIPE SO ADHERED MEMBRANE I MEMBRANE CAN BE ,' PLACED AROUNDB-ISE PENETRATION, 6" WIDE .. NOTES: MEMBRANE EPDM SPLICE WITH MEMBRANE 1. REMOVE ALL LEAD AND OTHER SecurTAPE FLASHING BEFORE INSTALLING PRESSURE—SENSITIVE PIPE SEAL. 2. PIPE SEAL MUST HAVE INTACT RIB AT © 6" WIDE TOP EDGE, REGARDLESS OF PIPE MEMBRANE DIAMETER. SPLICE WITH 3. DECK FLANGES OF THE MOLDED PIPE .'-11�\ 110,,.. SecurTAPE SEAL SHALL NOT BE OVERLAPPED, CUT ` OR APPLIED OVER ANY ANGLE CHANGE. o � \Iiii1 , \hhi..1••••:: � 4. 60—MIL (1.52mm) EPDM OR 20" ,�>:\ (508mm) PRESSURE—SENSITIVE CURED EPDM FLASHING. " la 4 5. AT THE CUT IN THE FIELD MEMBRANE, © PREVIOUS CUT IN FLASHING OVERLAY MUST EXTEND 3" FIELD MEMBRANE (76mm) BEYOND THE MOLDED PIPE BELOW FLASHING FLANGE ON 3 SIDES AND WITHIN 1" (25mm) OF THE EDGE OF THE FIELD MEMBRANE, AS SHOWN. © APPLY LAP 6. CENTER 9" (229mm) WIDE SEALANT TO PRESSURE—SENSITIVE ELASTOFORM (Mr ALL EXPOSED FLASHING OVER THE MEMBRANE SPLICE EDGES EDGE AND EXTEND 3" (76mm) BEYOND • ,, -::. THE MEMBRANE OVERLAY, AS SHOWN. 7. SEAL ALL EDGES WITH CONTINUOUS LAP 1 ...... .... . SEALANT. 9" (229mm) :::::::::: :::::::::::>:>:>> ......1.�.�.r............ ......... .... ELASTOFORM . .. ..•:•:•:•:::::::. .. .... . .. ........ FLASHING ....... ❑5 • EPDM PRE-MOLDED PRESSURE-SENSITIVE DETAIL NO. PIPE SEAL WITH 90-MIL MEMBRANE • APPROVED SUBSTRATE AllI I _ Q 8 ^/1 e OR 25 & 30-YEAR WARRANTIES lJ 1 0 • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated THERMOSET MEMBRANE EPDM 1z WHEN A PRE—MOLDED PIPE SEAL IS NOT FEASIBLE, PROJECTS WITH 25 & 30—YEAR WARRANTIES 1 1= REQUIRE ALL ROUND PIPE PENETRATIONS & STRUCTURAL STEEL TUBING TO BE WRAPPED WITH THREE LAYERS OF PRESSURE—SENSITIVE ELASTOFORM FLASHING, TERMINATED WITH A STAINLESS STEEL CLAMPING RING & SEALED WITH CONTINUOUS LAP SEALANT (AS SHOWN). I. LAP SEALANT ISTAINLESS STEEL CLAMPING I RING I MIN. 6" 3mm ( 5 ) WIDE 1 II I I PRESSURE—SENSITIVE j PROTECTIVE STRIP OF EPDM 5 ELASTOFORM FLASHING e IN CONJUNCTION WITH EPDM PRIMER OI r— LAP SEALANT ■ LENZ Q Tjj'j[ IIIIIIIIIIIIIIIIIIIII NOTES: 1. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD—FABRICATED FLASHING. 2. TEMPERATURE OF PIPE PENETRATION MUST NOT EXCEED 180`F (82`C). 3. PIPE FLASHING MAY BE USED WITH SQUARE OR RECTANGULAR STRUCTURAL TUBING WITH ROUNDED CORNERS. 4. FOR STRUCTURAL STEEL TUBING GREATER THAN 12" (305mm) ACROSS, USE DETAIL(S) U-5. 5. EPDM PRIMER MUST BE APPLIED TO THE MATING SURFACES PRIOR TO APPLYING PRESSURE—SENSITIVE ELASTOFORM FLASHING. 6. IN COLDER TEMPERATURES, A HEAT GUN MUST BE USED WHEN FORMING PRESSURE—SENSITIVE ELASTOFORM FLASHING. DIMENSIONS mm 7. ON MECHANICALLY FASTENED ROOFING SYSTEMS, ADDITIONAL O 1/2" 13 MIN. MEMBRANE SECUREMENT IS REQUIRED. REFER TO © 1" 25 MIN. ` 8. MEMBRANE SECUREMENT IS REQUIRED AROUND ALL ROUND PIPE PENETRATIONS GREATER THAN 18" (457mm) IN DIAMETER. • EPDM FIELD FABRICATED PIPE / DETAIL NO. STRUCTURAL STEEL TUBE FLASHING U — Q e • APPROVED SUBSTRATE FOR 25/30 YEAR WARRANTIES U1 0 • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated THERMOSET MEMBRANE EPDM 1 RI CENTRALLY ALIGN 6"X6" (152X152mm) 9"X9" (229X229mm) ItPRESSURE—SENSITIVE PRESSURE—SENSITIVE ELASTOFORM FLASHING ELASTOFORM Alb IN CONJUNCTION4, FLASHING OVER WRI WITH EPDM PRIMER p. SPLICE INTERSECTION 1.,A1 ,44*(.1.)T .......... I 3 12"X12" (305X305mm) 4 PRESSURE—SENSITIVE ELASTOFORM �l'-�-.''`'� 44FLASHING r '` IN CONJUNCTION WITH EPDM PRIMER ,, P CONTINUOUS :::;fie;;::' : E LAP SEALANT i': .ti. .. r.. � AROUND ';:: <`<':::::::"'>''..' FLASHING NOTES: 1. FOR PROJECTS WITH 25 AND 30—YEAR WARRANTIES OR WHEN USING 90—MIL MEMBRANE, ALL INSIDE CORNERS MUST BE OVERLAID WITH TWO LAYERS OF PRESSURE—SENSITIVE FLASHING. THE BOTTOM LAYER SHALL BE A 7"X9" (178mm X 229mm) PRESSURE—SENSITIVE PRE—CUT INSIDE/OUTSIDE CORNER OR A 6"X6" (152mm X 152mm) PRESSURE—SENSITIVE ELASTOFORM FLASHING PIECE COVERED WITH A 12"X12" TOP LAYER (305mm X 305mm) OF PRESSURE—SENSITIVE ELASTOFORM FLASHING. BOTH LAYERS SHALL BE CENTERED AND SEALED WITH CONTINUOUS LAP SEALANT. 2. EPDM PRIMER MUST BE APPLIED TO ALL SPLICE AREAS AND FOR EACH LAYER OF PRESSURE—SENSITIVE FLASHING. • EPDM INSIDE CORNER FLASHING FOR won DETAIL NO. • APPROVED SUBSTRATE PROJECTS WITH 90-MIL MEMBRANE D OR 25 & 30-YEAR WARRANTIES �. U - 5D. 1 0 • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated 25/30 YEAR THERMOSET MEMBRANE EPDM til 2 7/A ‘ 111 + + —+++--+++F + + + + + + + + + CENTER + + + + + + + +E::, 6',oPRESSURE—SENSITIVE ` +k+ ++ ++ +++++++++ +++- � S2y ELASTOFORM FLASHING +*+++ ++++++++;, ��P� i??) 6''X6'' (152X152mm) ---� +_+_+_ sZS.. � CURB OR WALL WITH CURED FASTEN MEMBRANE AND FLASH USE PRE—CUT T—JOINT COVERS �_ Qom--- EPDM MEMBRANE FOLLOWING OR CUT A 6"x6" (152X152mm) CLEAN THE DRY SPLICE AREA STANDARD PROCEDURES USING & 12"x12" (305X305mm) OF THE EPDM WITH EPDM BONDING ADHESIVE AND SECTION OF PRESSURE— PRIMER; APPLY LAP SEALANT SecurTAPE AT MEMBRANE SENSITIVE ELASTOFORM 1/2" (13mm) MIN. FROM THE SPLICE. *4. FLASHING AND ROUND CORNERS CURB AS SHOWN IN STEP 4. pro `4 po[:( 6 FILl'A . kik I 1O%% l i 1.��.. . .. REMOVE & REPLACE POLY ROLL & CREASE FLASHING BACKING ON FLASHING. FOLD TIGHTLY INTO ANGLE CHANGE & 6"X6" FLASHING IN HALF WITH FIRMLY ROLL FLASHING ONTO I ROUNDED PORTION TURNED UP. THE DECK MEMBRANE AFTER ADHERING, ROLL WITH A CENTER ON CORNER & FIRMLY TWO INCH WIDE STEEL HAND PRESS AGAINST VERTICAL USE HEAT GUN TO WARM THE ROLLER. PAY PARTICULAR I SURFACE FLASHING IN COLD WEATHER ATTENTION TO THE STEP OFFS L- i AND ANGLE CHANGES rrl ,I1g1 8 9 . sisieuvo CLEAN THE SPLICE AREA WITH ............................. EPDM PRIMER. INSTALL THE ........................ 12"X12" SECTION OF PRESSURE— SENSITIVE ELASTOFORM FLASHING TO EXTEND A MINIMUM 2" EDGES WITH LAP ROLL STEP OFFS AND BEYOND THE PREVIOUSLY APPLIED SEALANT SEAL ALL EE SHOWN _j ANGLE CHANGES 6"X6" FLASHING (STEPS 4-6). —. EPDM OUTSIDE CORNER FLASHING FOR DETAIL NO. PROJECTS WITH 90—MIL MEMBRANE OR APPROVED SUBSTRATE Mil 25 & 30—YEAR WARRANTIES U - 5 H ❑0 • SEE NOTE(S) For additional information, refer to Specifications i THERMOSET UNIVERSAL © 2019 Carlisle SynTec a division of Carlisle Construction Materials Incorporated 25/30 YEAR THERMOSET MEMBRANE EPDM SUMPED METAL CLAMPING RING AND FASTENER (LIMIT OF CARLISLE WARRANTY) STRAINER SECUREMENT 14" (356mm) DIAMETER BRACKETS DRAIN STRAINER (ELEVATED TO SHOW CLAMPING RING) HP FASTENER, I n (FASTEN TO DECK) - PRE—PUNCHED METAL FLANGE 7 rs mow r Lr ...„. i 1.1 - Aink, , WATER '� vx•c1k•xI+ MECHANICAL CUT—OFF . -- xxx MASTIC BACK—FLOW CONE --..---_, EXISTING DRAIN LEADER NOTES: 4 1. ROOF DRAIN SIZE AND NUMBER OF DRAINS SHALL BE IN ACCORDANCE WITH THE LOCAL CODES. 2. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT—OFF MASTIC. 3. THE HOLE IN THE MEMBRANE SHALL EXCEED THE DIAMETER OF THE DRAIN PIPE, BUT SHALL BE NO LESS THAN (GREATER 1/2" (13mm) FROM THE ATTACHMENT THAN — --"i—MIN. 1/2" POINTS OF THE DRAIN CLAMPING RING. DIMENSION DIMENSION (13mm) "X" 4. FIELD SPLICES MUST BE LOCATED AT LEAST 6" (152mm) OUTSIDE THE DRAIN -- •-•-•7001 SUMP. 5. INSULATION TAPER SHALL NOT BE DRAIN GREATER THAN 6" (152mm) IN 12" PIPE (305mm) HORIZONTAL. • EPDM DETAIL NO. I l I — • APPROVED SUBSTRATE SURE—SEAL INSERT DRAIN �PD,J�, U — 6 C E • SEE NOTE(S) For additional information, refer to Specifications THERMOSET UNIVERSAL © 2020 Carlisle SynTec a division of Carlisle Construction Materials Incorporated SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS SECTION 07 54 60 EPDM FULLY ADHERED PART 1 GENERAL 1.01 DESCRIPTION A. The Saratoga Holiday Inn is located at 232 Broadway, Saratoga Springs, NY 12866. Mr. William Hope, PE, RRC,Exterior Consulting,is the Owner's Roofing Representative and may be contacted regarding any roofing questions or for a pre-bid job site inspection, 518-456-5274 or email: extconsulting@nycap.rr.com. B. The project consists of installing Carlisle SynTec's Sure-Seal(EPDM)Adhered Roofing System as outlined below: a. All existing HVAC units and/or curbs will be replaced,removed or reinstalled. This roofing contractor shall provide labor and materials to temporarily make watertight the units and curbs as they are installed or renovated by the mechanical contractor. See attached FUSION mechanical ten(10)drawings dated 8/20/2020 for HVAC work items. The roofing contractor shall coordinate their efforts with the HVAC contractor at no additional charge to the Owner. b. See the attached first floor main roof plan Drawing R100, apply the Sure-Seal Adhered Roofing System in conjunction with isocyanurate roof insulation_after the tear off of the existing roofs to expose the steel and install the new four way sloped roof system as specified in this specification. The roofing contractor shall perform all asbestos abatement as indicated in the attached Alpine Environmental Report 9/24/2019 and the Asbestos Abatement Specification for exterior work. 1.02 EXTENT OF WORK A. Provide all labor, material, tools, equipment, and supervision necessary to complete the installation of the Sure-Seal EPDM Adhered Roofing System including flashings and insulation as specified herein and as indicated on the drawings in accordance with the manufacturer's most current specifications and details. B. Asbestos Containing Materials (ACM) have been found and are described in the Alpine Environmental Report dated September 24, 2019 which is part of the Bid Documents along with Asbestos Abatement Specification. C. The roofing contractor shall be fully knowledgeable of all requirements of the contract documents and shall make themselves aware of all job site conditions that will affect their work. D. The roofing contractor shall confirm all given information and advise the building owner,prior to bid,of any conflicts that will affect their cost proposal. E. The Owner has a need to know the roof areas the roofing contractor will be performing reroof operations in advance to coordinate rooms that will be closed to hotel patroons. The roofing contractor shall provide the Owner two weeks in advance of reroof operations with roof plan showing the reroof work areas for each day. F. There may be hotel activities that may cause the temporary suspension of work over a given area. The contractor shall suspend operation over the given area with no additional charge to the Owner. The Owner shall provide the contractor with one week's notice of such suspension of work. Page 1 of 15 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS 1.03 SUBMITTALS A. Prior to starting work,the roofing contractor must submit the following: 1. Shop drawings showing layout,details of construction and identification of materials. 2. A sample of the manufacturer's Membrane System Warranty. 3. Submit a letter of certification from the manufacturer which certifies the roofing contractor is authorized to install the manufacturer's roofing system and lists foremen who have received training from the manufacturer along with the dates training was received. 4. Certification of the manufacturer's warranty reserve. 5. Building peuuit from the local authorized office. B. Upon completion of the installed work, submit copies of the manufacturer's final inspection to the specifier prior to the issuance of the manufacturer's warranty. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened containers or wrappings with the manufacturer's name, brand name and installation instructions intact and legible. Deliver in sufficient quantity to peunit work to continue without interruption. B. Comply with the manufacturer's written instructions for proper material storage. 1. Store Sure-Seal membrane in the original undisturbed plastic wrap in a cool, shaded area. Sure- Seal membrane that has been exposed to the elements for approximately 7 days must be prepared with Carlisle Weathered Membrane Cleaner prior to seaming. 2. Store curable materials(adhesives and sealants)between 60°F and 80°F in dry areas protected from water and direct sunlight. If exposed to lower temperature,restore to 60°F minimum temperature before using. 3. Store materials containing solvents in dry, well ventilated spaces with proper fire and safety precautions. Keep lids on tight. Use before expiration of their shelf life. C. Insulation must be on pallets,off the ground and tightly covered with waterproof materials. D. Any materials which are found to be damaged shall be removed and replaced at the applicator's expense. 1.05 WORK SEQUENCE A. Schedule and execute work to prevent leaks and excessive traffic on completed roof sections. Care should be exercised to provide positive protection for the interior of the building and to ensure water or debris does not enter the building's interior. All openings shall be immediately covered and made watertight. B. Do not disrupt activities in occupied spaces. 1.06 USE OF THE PREMISES A. Before beginning work,the roofing contractor must secure approval from the building owner's representative PAGE 2 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS for the following: 1. Areas peunitted for personnel parking. 2. Access to the site as peunitted shall be external portable ladder. 3. Areas peunitted for storage of materials and debris. 4. Areas peunitted for the location of cranes,hoists and chutes for loading and unloading materials to and from the roof. 5. Work hours shall be in accordance with local ordinances. B. Interior stairs or elevators may not be used for removing debris or delivering materials,except as authorized by the store manager. 1.07 EXISTING CONDITIONS A. The contractor shall be fully knowledgeable of the existing conditions prior to submitting a bid. No change orders shall be issued due to existing conditions. 1.08 PRE-BID MEETING A. A pre-bid meeting will be held at the job site at a designated time to be detei,nined. B. Prior to bid submittal,the roofing contractor shall attend the pre bid meeting at job site inspection to observe actual conditions,make test cuts to determine the various roof profiles and verify all dimensions on the roof. The job site inspection will occur on the day of the pre-bid meeting. C. Bids must be forwarded to the Owner as directed in Addendum#1. 1.09 TEMPORARY FACILITIES AND CONTROLS A. Temporary Utilities: 1. Limited water and power for construction purposes and lighting are available at the site and will be made available to the roofing contractor. Any additional utilities shall be provide by the roofing contractor. 2. Provide all hoses, valves and connections for water from a source designated by the Owner when made available. 3. When available, electrical power should be extended as required from the source. Provide all trailers,connections and fused disconnects. B. Temporary, Sanitary Facilities The Owner's sanitary facilities will not be available at the job site. The roofing contractor shall be responsible for the provision and maintenance of portable toilets. C. Building Site: 1. The roofing contractor shall use all care and responsibility to protect the building and site against PAGE 3 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS damages. The contractor shall be responsible for the correction of any damage incurred as a result of the perfounance of the contract. 2. The roofing contractor shall remove all debris from the job site in a timely and legally acceptable manner so as to not detract from the aesthetics or the functions of the building. D. Security: 1. Obey the owner's requirements for personnel identification,inspection and other security measures. 1.10 JOB SITE PROTECTION A. The roofing contractor shall protect building, paved areas, service drives, lawn, shrubs, trees, etc. from damage while perfouning the required work. Provide canvas,boards and sheet metal(properly secured) as necessary for protection and remove protection material at completion. The contractor shall repair or be responsible for costs to repair all property damaged during the roofing application. B. During the roofing contractor's perfounance of the work, the building owner will continue to occupy the existing building. The contractor shall take precautions to prevent the spread of dust and debris,particularly where such material may sift into the building. The roofing contractor shall provide labor and materials to construct,maintain and remove necessary,temporary enclosures to prevent dust or debris in the construction area(s)from entering the remainder of the building. C. Do not overload any portion of the building,by either use of or placement of equipment, storage of debris, or storage of materials. D. Protect against fire and flame spread. Maintain proper and adequate fire extinguishers. E. Take precautions to prevent drains from clogging during the roofing application. Remove debris at the completion of each day's work and clean drains,if required. F. Prior to commencing work and at completion of the project,test drains to ensure the system is free running and drains are watertight. Provide written and photographic documents for each test cycle to the Owner's representative. Remove strainers and plug drains in areas where work is in progress. Install flags or other telltales on plugs. Remove plugs each night and screen drain. G. Store moisture susceptible materials above ground and protect with waterproof coverings. H. Remove all traces of piled bulk material and return the job site to its original condition upon completion of the work. 1.11 SAFETY A. The roofing contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable local, state and federal requirements that are safety related. Safety shall be the exclusive responsibility of the roofing contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility's occupants including staff, visitors, customers and the occurrence of the general public on or near the site. B. Limit the amount of combustibles in the construction area. C. Smoking shall not be allowed on the roof at any time. Posted no smoking signs shall be provided throughout the area. PAGE 4 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS 1.12 WORKMANSHIP A. Applicators installing new roof, flashing and related work shall be factory trained and approved by the manufacturer they are representing. B. All work shall be of highest quality and in strict accordance with the manufacturer's published specifications and to the building owner's satisfaction. C. There shall be a supervisor on the job site at all times while work is in progress. D. A Roof Observer or Registered Roof Consultant shall be on site to observe and document work in progress. 1.13 QUALITY ASSURANCE A. A Pre-Construction meting shall be held to discuss the work items involved in this project. At a minimum, the roof contractor's project manager,field superintendent and foreman shall be present for the meeting. B. The Sure-Seal Membrane Roofing System must achieve a UL Class A. a. The specified roofing assembly must have been successfully tested by a qualified testing agency to resist the design uplift pressures calculated according to FM 447,UL 580 or UL 1897. C. The membrane must be manufactured by the material supplier. Manufacturer's supplying membrane made by others are not acceptable. D. Unless otherwise noted in this specification, the roofing contractor must strictly comply with the more conservative of manufacturer's current specifications and details or the contract documents. E. The roofing system must be installed by an applicator authorized and trained by the manufacturer in compliance with shop drawings as approved by the manufacturer. The roofing applicator shall be thoroughly experienced and upon request be able to provide evidence of having at least five(5)years successful experience installing single-ply EPDM roofing systems and having installed at least one(1)roofing application or several similar systems of equal or greater size within one year. F. Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and experienced superintendent on the job at all times roofing work is in progress. G. There shall be no deviations made from this specification or the approved shop drawings without the prior written approval of the specifier. Any deviation from the manufacturer's installation procedures must be supported by a written certification on the manufacturer's letterhead and presented for the specifier's consideration. PAGE 5 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS H. Snow Load: Saratoga Holiday Inn Snow Load Roof Structure Dead _ existing Remains Load D loading the same Roof System Dead _ existing PSF of PSF of Load roof— roofing= 7 existing new 2.6 roof roof= .5+.5+.4+.5+.72 Ground Snow Load = p = 50 PSF 50 PSF SCH, Saratoga 2020 g Flat Roof Snow Load = pf = 0.7 x Cex Cfx Isx pg= 31.5 psf NYS 1964, :45 PSF L To the best of my knowledge,belief and professional judgement,the plans and specifications are in compliance with the NYS Energy Code. Code Prescriptive Proposed Design Supporting Section Provision Description Value Value Documentation Insulation Insulation entirely R-31.3 plus tapered Specification Section C402.1.3 R-30ci component R-value above roof deck roof insulation 07 54 60 Para. 2.03 J. Upon completion of the installation, the applicator shall arrange for an inspection to be made by a non-sales technical representative of the membrane manufacturer in order to determine whether or not corrective work will be required before the warranty will be issued. Notify the building owner seventy-two (72)hours prior to the manufacturer's final inspection. 1.14 JOB CONDITIONS, CAUTIONS AND WARNINGS Refer to Carlisle's Sure-Seal Roofing System specification for General Job Site Considerations. A. Safety Data Sheets(SDS)must be on location at all times during the transportation, storage and application of materials. B. When positioning membrane sheets, exercise care to locate all field splices away from low spots and out of drain sumps. All field splices should be shingled to prevent bucking of water. C. When loading materials onto the roof, the Carlisle Authorized Roofing Applicator must comply with the requirements of the building owner to prevent overloading and possible disturbance to the building structure. PAGE 6 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS D. Proceed with roofing work only when weather conditions are in compliance with the manufacturer's recommended limitations, and when conditions will peunit the work to proceed in accordance with the manufacturer's requirements and recommendations. E. Proceed with work so new roofing materials are not subject to construction traffic. When necessary, new roof sections shall be protected and inspected upon completion for possible damage. F. Provide protection, such as 3/4 inch thick plywood,for all roof areas exposed to traffic during construction. Plywood must be smooth and free of fasteners and splinters. G. The surface on which the insulation or roofing membrane is to be applied shall be clean, smooth, dry, and free of projections or contaminants that would prevent proper application of or be incompatible with the new installation, such as fins, sharp edges,foreign materials,oil and grease. H. New roofing shall be complete and weather tight at the end of the work day. L Contaminants such as grease, fats and oils shall not be allowed to come in direct contact with the roofing membrane. 1.15 WARRANTY A. Provide manufacturer's 20 year Total System Warranty covering both labor and material with no dollar limitation. The maximum wind speed coverage shall be peak gusts of 72 MPH measured at 10 meters above ground level. Certification is required with bid submittal indicating the manufacturer has reviewed and agreed to such wind coverage. B. Pro-rated System Warranties shall not be accepted. C. Evidence of the manufacturer's warranty reserve shall be included as part of the project submittals for the specifier's approval. PART 2 PRODUCTS 2.01 GENERAL A. All components of the specified roofing system shall be products of Carlisle SynTec or accepted by Carlisle SynTec as compatible and included in the Carlisle Warranty. B. All products (including insulation, fasteners,fastening plates,prefabricated accessories and metal edgings) must be manufactured and/or supplied by Carlisle and covered by the warranty. 2.02 MEMBRANE A. Provide Sure-Seal 60 mil thick unreinforced black EPDM membrane with 6 inch FAT inseam tape as needed to complete the roofing system. PAGE 7 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS 2.03 IN SULATION/UNDERLAYMENT A. When applicable,insulation shall be installed in multiple layers. 1. Insulbase roof insulation shall be as supplied by Carlisle SynTec. Minimum R-value required is R- 30 at the lowest thickness in two layers of roof insulation.A foam core insulation board covered on both sides with a medium weight fiber-felt facer meeting ASTM C 1289-06,Type II,Class 1,Grade 2(20 psi). The product shall be in 4'x 8' standard size with a thickness from 1 to 4 inches. 4'x 4' for tapered panels are available. a.At the Main Roof, base layer 3.0 inch thick Insulbase (R-17.4) additional 1/8 inch per foot Insulbase Tapered Roof Insulation in the field of the roofs to create a 4 way sloped drainage pattern as shown on the roof plan. Start tapered roof insulation at 2.0 inch thick"C"panel(R- 11.4)and 1/2 Carlisle Securshield HD Plus iso inch thick(R-2.5)to provide a total starting roof insulation thickness of 5.5 inches. b.At upslope side of Roof Top Units(RTU), 1/4 inch per foot Insulbase Tapered Roof Insulation with infill as required,to divert water around the RTU by a minimum of 12 niches at the RTU corners. 2. Provide any additional wood blocking for increased roof insulation,metal edge,RTUs with no curbs and other adjustments. 2.04 FASTENING COMPONENTS A. Fasteners,Plates and Bars 1. HP Fasteners: a threaded,#14 fastener with a#3 Phillips drive used with steel roof decks and wood nailers. 2. HP 14-10 Fasteners: A#14 threaded fastener with a#3 Phillips drive. 3. HP Term Bar and Counter Flashing Nail-Ins: A 1-1/4" long expansion anchor with a zinc plated steel drive pin used for fastening the Carlisle Teunination Bar or Seam Fastening Plates or metal counter flashing to concrete,brick,or block walls. 4. Insulation Fastening Plates:a nominal 3 inch diameter metal plate used for base layer insulation attachment. 5. Sure-Seal Pressure-Sensitive RUSSTM (Universal Securement Strip): a 6" wide, nominal 45-mil thick EPDM membrane with 3"wide Pressure Sensitive Tape laminated along one edge. The 6"wide Pressure- Sensitive RUSS is used horizontally at the base of walls, curbs, etc., in conjunction with 2" diameter Seam Fastening Plates below the EPDM deck membrane for additional membrane securement. a. 6"wide Pressure-Sensitive RUSS is used horizontally or vertically at the base of walls,curbs, etc.,in conjunction with Piranha Fastening Plates below the EPDM deck membrane for additional membrane securement. b. 10"wide Pressure-Sensitive RUSS is for perimeter membrane securement. B. Insulation Adhesive at steel roof deck upper layers of steel deck roof insulation: 1. FAST 100LV Adhesive: A bead-applied, two-component polyurethane, construction grade, low-rise expanding foam adhesive used for attaching approved insulations to compatible roof decks. 2. FAST Catalyst: Added to FAST Adhesive(Part B Side)to quicken adhesive reaction time. 3. Carlisle OlyBond 500 BA: a two-component, construction-grade, low-rise, expanding polyurethane adhesive designed for bonding insulation to various substrates. PAGE 8 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS 2.05 ADHESIVES, CLEANERS AND SEALANTS All products shall be furnished by Carlisle and specifically founulated for the intended purpose. A. CAV-GRIP III Low-VOC Aerosol Contact Adhesive/Primer: a low-VOC, methylene chloride-free adhesive that can be used for a variety of applications including: bonding Sure-Seal membrane to various surfaces, various substrates,priming unexposed asphalt prior to applying CAV GRIP III Adhesive and for adhering Sure-Seal EPDM membrane to approved horizontal and vertical surfaces. Coverage rate is approximately 750 sq. ft. per 40 lb cylinder and 1,500 sq. ft. per 85 lb cylinder as an adhesive for vertical walls,in a double-sided application. Store the CAV GRIP III at a minimum of 70 degrees F. CAV GRIP III must be applied when the ambient temperature is 25 degrees F. or higher. B. Lap Sealant: A colored sealant used to seal cut edges of Sure-Seal membrane. A coverage rate of approximately 225 -275 linear feet per squeeze bottle can be achieved when a 1/8" diameter bead is applied. C. Water Cut-Off Mastic: Used as a mastic to prevent moisture migration at drains,compression teuninations and beneath conventional metal edging(at a coverage rate of approximately 10'per tube or 100'per gallon). D. Universal Single-Ply Sealant:A 100%solids,solvent free,voc free,one part polyether sealant that provides a weather tight seal to a variety of building materials. It is white in color and is used for general caulking such as above teunination bars and metal counter flashings and at scuppers. E. Thermoplastic One-Part Pourable Sealer: A one-part,moisture curing,elastomeric polyether sealant used to fill EPDM Molded Pourable Sealant Pockets. Packaged in 4,2-liter foil pouches inside a reusable plastic bucket. 1 pouch will fill 2 EPDM Molded Pourable Sealant Pockets. F. Weathered Membrane Cleaner: Used to prepare membrane for heat Sealing that has been exposed to the elements or to remove general construction dirt at an approximate coverage rate of 400 square feet per gallon (one surface). G. EPDM Low VOC Primer: A solvent-based, low solids primer used to prepare the surface of Sure-Seal Membrane prior to application of Pressure-Sensitive Cover strip and EPDM Pressure-Sensitive RUSS. This low VOC product is ideal for use in states where environmental issues are a concern. 2.06 METAL EDGING AND MEMBRANE TERMINATIONS A. General: All metal fascia edgings shall be tested and meet ANSI/SPRI ES-1 standards and comply with International Building Code. 1. SecurEdge 200: a fascia,snap-on edge system consisting of a 24 gauge galvanized metal water dam and .063" thick aluminum as noted on drawings with Kynar 500 finish. Metal fascia color shall be as designated by the Owner's Representative from manufacturer's standard colors. ANSI/SPRI ES-1 Certified. 2. Fascia Extender: Carlisle pre-fabricated 0.063 inch aluminum facia extender with offset and Kynar 500 finish. The extender is available in a variety of colors and face dimensions. If the Securedge 200 Fascia will not provide the intended coverage,then provide the fascia extender. Where the fascia extender is utilized,the exposed dimensions of the base fascia and the extender shall be within a half PAGE 9 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS inch of each other. Color from standard color chart with Kynar 500 finish to match Securedge 2000. B. Termination Bar: a 1"wide and.098"thick extruded aluminum bar pre-punched 6"on center;incorporates a sealant ledge to support Lap Sealant and provide increased stability for membrane teuninations. 2.07 WALKWAYS A. Protective surfacing for roof traffic shall be Sure-Seal EPDM Walkway Rolls installed per manufacturer's requirements at the following locations. a. All Roof Top Unit perimeters. b. Roof access hatches. c. Ladder step off at adjacent roof. d. Under RTU wood blocking 2.08 OTHER MATERIALS A. Carlisle Products: a. Liquiseal Liquid Flashing:two part poly urethane with fleece reinforcement for difficult to flash penetrations. B. Vent Pipe Extensions a. Cast iron pipe of same size and type as existing to extend existing vent pipes to a minimum of 18 inches above the finished roof. b. Couplings to extend vent pipes shall be Fernco Proflex 3000 with 300 stainless steel zebra clamping ring. C. Steel Deck and Bar Joist Fasteners a. For roof deck recover,replacement or cover abandon Roof Top Units openings: 20 ga. Type B, 33 ksi steel deck with G-90 finish both sides or painted. b. FM approved ITW#12-24 x 1 1/2 inch HWH with integral 5/16 inch washer Tek 5 self-drilling, self-screwing fasteners with Climaseal to attach steel deck to the bar joist top cord. c. FM approved ITW#12 ICH Traxx 1 side lap fasteners to attached steel deck side laps d. Provide Unit Price for the installation of steel deck 20 ga. Type B, 33 ksi steel deck with G-90 finish both sides or painted,36 inches wide x 6 feet long. D. Roof Drains and Accessories a. Roof Drains shall be Carlisle Hercules Retrofit drains to fit existing stoma drainage pipes. Provide longer drain stems if required. b. At steel deck roof drain locations, provide 12 gauge steel 1.5" x 1.5" x 1.5" zee reinforcing with G-90 galvanized coating,continuous from bar joist to bar joint plus 6 inches at each bar joist. One zee reinforcing on each side of roof drain sized to nest within the steel deck flutes. c. FM approved ITW#12-24 x 1 1/2 inch HWH with integral 5/16 inch washer Tek 5 self-drilling,self-screwing fasteners with Climaseal to attach zee reinforcing to steel deck at 12 inches on center E. Perimeter Protection A. Manufacturer: Leading Edge Safety,LLC,North Kansas City,MO 64116, 888-990-2990. B. Ballasted Guardrail System:PRS Deck Mount Guardrail. a. Materials: i. Uprights: 42" x 1.625" x 0.65" ii. Bases: 23"x 23" x 1" iii. Horizontal Rails: 1.625" x 0.625" and 1.375" x 0.65" iv. Hardware: 3/8" -16x 1" zinc plated steel b. Sizes: i. Uprights: 42" top rail and 21" mid rail standard ii. Horizontal Rails: 9'10" o.c.,8'0" o.c, 120" to 70",70" to 43", 43" x 29" adjustable PAGE 10 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS c. Weight: i. Bases: 94 LBS ii. Post: 5 LBS iii. Horizontal Rails: 1 LB/lineal foot+/- d. Standards: i. Meets and exceeds OSHA Standards CFR 29 1926.502(b) C. Attenuating Protection Layer: a. EPDM roof membrane or walkway pad as recommended by the roof manufacturer. F. Gas Pipe Supports a.Provide Micro Industries Supports for gas pipes and conduits with pipe guide(straps) and form fitted support pads at current locations,but not to exceed ten(10)feet on center. Depending on the height and pipe size use one of the following types: i. Pillow Block Support(similar to 3-R-4) ii. Roller Support(similar to 4-RAH-10) iii. Strut Support(similar to 8-Base Strut-5) G. Wood Nailers,Plywood and Metal Edge a. Wood nailers shall be pressure treated and fire retardant No. 2 or better Douglas Fir or Southern Yellow Pine minimum 2x6. b. Secure wood nailers with Carlisle HP fasteners to penetrate adjacent wood by 1.5 inches minimum or steel deck by 3/4 inch. c. Plywood shall be fire retardant 1/2 inch thick CDX d. Secure wood nailers to steel angles with Elco Drilit 1/4 -20 x 3" (for one 2 x), or ELCO Drilit 1/4 -20 x 4"(for two 2 x). e. 3.0 inch long, 10 gauge, Type 304 Stainless steel annular ring shank nails for wood nailer to wood nailer at perimeter kneewall. f. 1.5 inch long, 10 gauge, Type 304 Stainless steel annular ring shank nails for metal edge and plywood. g. Provide Unit Price per Linear Foot to replace existing deteriorated wood with new 2 x 6 wood nailer. This unit price doses not apply to the wood nailers at the HVAC curbs. H. Temporary Flashing Material i. Peel and stick ii. Cement and fabric. Metal Counter Flashing a. Metal shall be 0.040 inch thick mill finish aluminum. PART 3 EXECUTION 3.01 PREPARATION A. The mechanical contractor shall remove the older HVAC units that are on dunnage. See mechanical drawing for these older unit locations. The roofing contractor shall remove the associated duct work, curbs and pitch boxes, see asbestos report for locations with asbestos and cover / make watertight the roof curbs/ducts openings and dunnage. B. Mechanical contractor shall locate and mark the four corners of the new HVAC unit and duct curbs. Roofing contractor shall remove the existing dunnage and roof material for the location of the new HVAC units and duct curbs. PAGE 11 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS C. On the same day,the Roofing Contractor shall provide a minimum of two layers of pressure treated,fire retardant 2 x 6 at the new curb perimeters secured to the steel deck 24 inches on center to receive the HVAC curbs and the duct curbs. Install additional 2 x 6s as required to provide a minimum of eight(8) inch base flashing height for curbs depending on the curb location and thickness of finished roof insulation. D. On the same day,the mechanical contractor will set the new duct curb unit and the new HVAC unit. The roof contractor shall make the replacement curbs watertight to the existing roof system on a daily basis. E. The roofing contractor shall remove the base flashings as required to allow for the removals of the balance the HVAC units and curbs. The mechanical contractor shall remove the balance of the HVAC units and curbs, see mechanical drawing for these locations. F. Mechanical contractor shall locate and mark the four corners of the balance of the HVAC unit and curbs. Roofing contractor shall remove the existing roof material as required for the location of the balance of the HVAC unit curbs. G. On the same day,the Roofing Contractor shall provide a minimum of two layers of pressure treated,fire retardant 2 x 6 at the new curb perimeters secured to the steel deck 24 inches on center to receive the balance of the HVAC curbs. Install additional 2 x 6s as required to provide a minimum of eight(8)inch base flashing height for curbs depending on the curb location and thickness of finished roof insulation. H. On the same day,the mechanical contractor will set the new duct curb unit and reinstall the associated HVAC unit. The roof contractor shall make the replacement curbs watertight to the existing roof system on a daily basis. L Upon completion of the HVAC renovations,the roofing contractor shall remove the existing roof systems to the steel deck and properly dispose the roof tear off material. Remove only as much existing roofing as the complete new roof system can be installed the same day. Remove the existing satellite dish(Direct TV) and properly dispose. F. Watertight tie ins shall be installed at the end of each day between the new roof system and the existing roof system. The tie in shall be watertight under a 6 inch head of water. If any tie ins fail,the roofing contractor shall have $1,000.00 deduct from their contract plus the amount of any damages and costs incurred by the water damage. J. Comply with the manufacturer's published instructions for the installation of the membrane roofing system including proper substrate preparation,job site considerations and weather restrictions. K. Position sheets to accommodate contours of the roof deck and shingle splices to avoid bucking water. 3.02 INSULATION PLACEMENT AND ATTACHMENT A. Over Steel Deck areas,with Basic Wind Speed= 110 MPH,Risk Category II,Exposure C,Internal Pressure Coef. =0.18. a. Provide roof assembly to resist the following minimum ASD design wind uplift pressures: i. Field of Roof-Interior: -21.2 PSF ii. Field of Roof-Exterior at 12 feet wide: -37.1 PSF iii. Perimeters at 12 feet deep: -48.8 PSF iv. Corners at 4 feet deep x 12 feet exterior: -66.6 PSF b. Install base roof insulation over the steel deck with boards butted tightly together with no joints or gaps greater than 1/4 inch. Stagger joints horizontally and vertically for multiple layers. PAGE 12 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS c. The base roof insulation layer shall be mechanically attached with HP fasteners and 3 inch diameter metal insulation plates at the following minimum rates into the steel deck top flute: i. Field of the Roof: 8 each per 4 x 8 board ii. Perimeters and corners depth 12 feet: 12 each per 4 x 8 board d. Subsequent roof insulation layers shall be installed with FAST 100LV Adhesive 0.75 inch ribbons at the following minimum ribbon rates: i. Field of the Roof: 12 inches on center ii. Perimeter and corners depth 12 feet: 6 inches on center 3.03 MEMBRANE PLACEMENT AND ATTACHMENT A. Position Sure-Seal membrane over the acceptable substrate. Fold membrane sheet back onto itself so half the underside of the membrane is exposed. B. Apply CAV GRIP III in accordance with the manufacturer's published instructions,to the exposed underside of the membrane and the corresponding substrate area. Do not apply CAV GRIP III along the splice edge of the membrane to be hot air Sealed over the adjoining sheet. Store the CAV GRIP III at a minimum of 70 degrees F. CAV GRIP III must be applied when the ambient temperature is 25 dergees F. or higher. Allow the adhesive to dry until it is tacky but will not string or stick to a dry finger touch. 1. Roll the coated membrane into the coated substrate while avoiding wrinkles. Brush down the bonded section of the membrane sheet immediately after rolling the membrane into the adhesive with a soft bristle push broom to achieve maximum contact. 2. Fold back the unbonded half of the sheet and repeat the bonding procedures. C. Position adjoining sheets to allow a minimum overlap of 2 inches to provide a minimum 1-1/2"hot air Seal. D. Continue to install adjoining membrane sheets in the same manner,overlapping edges a minimum of 2 inches and complete the bonding procedures as stated previously. 3.04 MEMBRANE SEAM SEALING PROCEDURES A. Position membrane sheet to allow for required splice overlap. Mark the bottom sheets with an indelible marker approximately 1/4"to 1/2"from the top sheet edge. The pre-marked line on the membrane edge can also be used as a guide for positioning splice tape. B. When the membrane is contaminated with dirt,fold the top sheet back and clean the dry splice area(minimum 6" wide) of both membrane sheets by scrubbing with clean natural fiber rags saturated with Sure-Seal Weathered Membrane Cleaner. When using Sure-Seal (black) PRE-KLEENED membrane, cleaning the splice area is not required unless contaminated with field dirt or other residue. C. Apply Low VOC EPDM Primer to splice area and permit to flash off. D. Pull the poly backing from 6 inch wide FAT beneath the top sheet and allow the top sheet to fall freely onto the exposed primed surface.Press top sheet on to the bottom sheet using firm even hand pressure across the splice towards the splice edge E. For end laps, apply 6" SecurTAPE to the primed membrane surface in accordance with the manufacturer's specifications. Remove the poly backing and roll the top sheet onto the mating surface. F. Tape splices must be a minimum of 5-1/2"wide using 6"wide SecurTAPE extending 1/8"minimum to 1/2" PAGE 13 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS maximum beyond the splice edge. Field splices at roof drains must be located outside the drain sump. Note: For projects where a 20-year or longer System Warranty is specified, splice enhancements are required. Refer to Carlisle Sure-Seal/Sure-White Roofing System Specification. G. Immediately roll the splice using positive pressure when using a 2"wide steel roller. Roll across the splice edge,not parallel to it. When FAT is used, Carlisle's Stand-Up Seam Roller can be used to roll parallel to the splice edge. At all field splice intersections, apply Lap Sealant along the edge of the membrane splice to cover the exposed SecurTAPE 2"in each direction from the splice intersection. Install Carlisle's Pressure-Sensitive"T" Joint Covers or a 6" wide section (with rounded corners) of Sure-Seal Pressure-Sensitive Elastofoun Flashing over the field splice intersection. 3.05 FLASHING A. Flashing of parapets,curbs, expansion joints and other parts of the roof must be preformed using Sure-Seal membrane. Sure-Seal non- membrane can be used for flashing pipe penetrations, Sealant Pockets, and scuppers, as well as inside and outside corners,when the use of prefabricated accessories is not feasible. B. Follow manufacturer's enhanced thirty (30) year flashing procedures for all wall, curb, and penetration flashing including metal edging/coping and roof drain applications. a. EPDM membrane splice,Detail A-2 FAT Adhered EPDM. b. EPDM SecurTape Splice Intersection,Detail U-2D Thermoset Universal. c. EPDM Pre-Molded Pressure Sensitive Pipe Seal,Detail U-8A.1 Theunoset Universal. d. EPDM Field Fabricated Pipe Flashing,Detail U-8B.1 Thermoset Universal. e. EPDM Inside Corner Flashing,Detail U-15D.1 Thermoset Universal. f. EPDM Outside Corner Flashing,Detail U-15H Theimoset Universal. g. EPDM Sure Seal Insert Drain,Detail U-6C Thermoset Universal with allowance for increased 5.5 inch thick roof insulation. h. SecurEdge 200 Fascia Drawing# 15010-21527 i. Interior side of parapet wall: provide one layer of 0.5 inch Securshield HD Plus iso secured 1 fastener/plate per 4 square feet as substrate for EPDM Base flashing. C. Provide 0.040 inch thick mill finish aluminum counter flashing over all base flashing teuninations including HVAC units. Overlap ends 3 inches,continuous bead of water cut off mastic between back of counter flashing and substrate, continuous bead of sealant at upper edge of counter flashing and secure 12 inches on center maximum spacing to substrate. D. Primary roof drains shall have Carlisle Hercules retro fit drains installed at starting roof insulation thickness. Extended stems may be required. 3.06 METAL EDGE A. Factory-fabricated metal edge systems must be secured to the wood nailer in compliance with ANSI/SPRI ES-1 requirements. Refer to the appropriate Universal Details for other flashing options and requirements. B. Securedge 200 Fascia water dam horizontal flange shall be secured to the wood nailer with 1.5 inch long stainless steel ring shanked fasteners 6 inches on center. C. Securedge 200 Fascia cleat shall be secured with 1.5 inch long stainless steel ring shanked fasteners at 12 inches on center. D. As required, provide continuous shim to create plumb vertical surface for fascia and horizontal surface for Securedge 200 horizontal flange. E. Carlisle 0.063 inch aluminum Fascia Extender with offset shall be secured at the top edge and continuous cleat at PAGE 14 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS 12 inches on center with 1.5 inch long 10 gauge stainless steel annular ring shank nails 3.07 WALKWAYS A. Install walkways at all traffic concentration points roof hatches, access doors,rooftop ladders, roof top unit perimeters, access point on adjacent EPDM roof and all locations as identified on the contract drawings. 3.08 PLUMBER VENT PIPES AND ROOF DRAIN REMOVAL A. Provide pipe extensions on all plumber vent pipes to a minimum of 18 inches above the finished roof membrane surface. B. The mechanical contractor shall cap and seal an existing roof drain shown on Drawing R100. The roofing contractor shall provide and secure 20 gauge steel deck over the opening. 3.09 PIPE AND CONDUIT SUPPORTS A. Provide Micro Industries Supports for gas pipes and conduits with form fitted support pads at current locations,but not to exceed ten(10)feet on center. B. Size and type to fit the need. 3.10 PERIMETER PROTECTION A. Install the ballasted guardrail in accordance with the manufacturer's recommendations to meet OSHA requirements at the following locations at a minimum. a. Between the parapet wall less than 39 inches high or roof edge and any roof top unit that is within 10 feet of the parapet wall or roof edge. B. Install attenuating protection layer beneath rail bases. 3.11 EXISTING ROOF TOP UNIT A. There is one large HVAC unit with a rusted top that shall be removed,it will be clearly marked. B. The mechanical contractor shall disconnect and secure the electrical and duct work from this unit. C. The roofing contractor shall remove the HVAC unit, damper, curb and any wood blocking used to secure the unit to the roof deck. D. Provide 20 gauge Type B,33 ksi, G-90 steel deck over the exhaust fan openings and overlap adjacent steel deck by 6 inches minimum on all sides and extend beyond the supporting bar joists by 6 inches. E. Provide ITW#12-24 x 1 1/2 inch HWH with integral 5/16 inch washer Tek 5 self-drilling, self-screwing fasteners with Climaseal to attach 20 ga. steel deck to existing steel deck at 12 inches on center at all perimeters F. Prior to any reroofing operations, certain HVAC units, conduits and ducts will be repositioned or replaced, see attached HVAC drawings. The Owner will arrange and pay to have associated electrical and HVAC units/lines repositioned as required. The roofing contractor shall provide labor and materials to secure the curbs, flash curbs and penetrations as well as any temporary flashings. Coordinate with the associated contractors in a timely manner at no additional charge to the Owner 3.12 REMOVAL OF EXISTING EXHUAST FANS A. There are 16 small exhaust fans that will be marked for removal. B. The mechanical contractor shall disconnect and secure the electrical and duct work from each unit. C. The roofing contractor shall remove the exhaust fan,damper,curb and any wood blocking used to secure the exhaust fans to the roof deck. D. Provide 20 gauge Type B,33 ksi, G-90 steel deck over the exhaust fan openings and overlap adjacent steel deck by 6 inches minimum on all sides. PAGE 15 OF 16 SARATOGA HOLIDAY INN ROOF RENOVATIONS SPECIFICATIONS E. Provide ITW#12-24 x 1 1/2 inch HWH with integral 5/16 inch washer Tek 5 self-drilling, self-screwing fasteners with Climaseal to attach 20 ga. steel deck to existing steel deck at 12 inches on center at all perimeters. 3.13 HVAC FLASHINGS ON ADJACENT ROOFS A. Make watertight flashings as required for HVAC work shown on HVAC Drawings dated 8/20/2020 o Roof"A" and HVAC units on adjacent roofs. 3.14 WOOD NAILERS AND PERIMETER KNEE WALL A. Wood nailers shall be pressure treated,fire retardant Douglas Fir or Southern Yellow Pine minimum size 2 x 6. B. Secure wood nailers with Carlisle HP fasteners to penetrate adjacent wood by 1.5 inches minimum or steel deck by 3/4 inch. Install fasteners at 24 inches on center, staggered pattern and 12 inches on center within 10 feet of corners. C. Resecure existing bottom wood nailers to existing steel deck by fastening at an angle (toe nail) through the wood nailer into the steel deck with HP fasteners. Install fasteners at 24 inches on center,staggered pattern(interior side and exterior side) and 12 inches on center within 10 feet of corners D. Resecure existing bottom wood nailers to existing steel angle by fastening at an angle (toe nail) through the wood nailer into the steel angle with with Elco Drilit 1/4 -20 x 3" (for one 2 x), or EL CO Drilit 1/4 -20 x 4" (for two 2 x). Install fasteners at 24 inches on center,staggered pattern(interior side and exterior side)and 12 inches on center within 10 feet of corners E. Resecure existing inteunediate and top wood nailers to existing lower wood nailers by fastening at an angle(toe nail) through the wood nailer into the lower wood nailers with HP fasteners. Install fasteners at 24 inches on center, staggered pattern(interior side and exterior side)and 12 inches on center within 10 feet of corners. F. Perimeter knee walls shall be constructed as follows to provide for the new thicknesses of roof assembly: a. Install a continuous shim, as required, over the existing wood nailer to create a plumb vertical surface for fascia and level surface for Securedge 200 horizontal flange. b. Provide bottom wood nailer secured 24 inches on center with inteunediate vertical blocking 24 inches on center and horizontal top wood nailer secured to vertical wood blocking. c. Provide 1/2 inch CDX on interior face and exterior face secured to 2 x 6 at 12 inches on center at all edges and inteunediate blocking 3.15 DAILY SEAL A. On phased roofing,when the completion of flashings and terminations is not achieved by the end of the work day, a daily seal must be perfouned to temporarily close the membrane to prevent water infiltration to a 6 inch head of water. The roofing contractor shall have a minimum of$1,000.00 deducted from the contract amount for each day water enters the building from an area that the roofing contractor has worked and any additional water damage losses that may be incurred. B. Complete an acceptable membrane seal in accordance with the manufacturer's requirements. 3.16 CLEAN UP A. Perfoun daily clean up to collect all wrappings, empty containers,paper, and other debris from the project site. Upon completion, all debris must be disposed of in a legally acceptable manner. B. Prior to the manufacturer's inspection for warranty,the applicator must perfoiiu a pre-inspection to review all work and to verify all flashing has been completed as well as the application of all caulking. C. Clean the roof membrane of construction debris,marks and scuffs. END OF SECTION PAGE 16 OF 16