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HomeMy WebLinkAboutREVISION I OFFICE USE ONLY: DATE FILED: 1/6/21 PERMIT# SLC 2201-0077 REVISION FEE: . " Co Pv RECEIPT# . PLANNING& DEVELOPMENT SERVICES1 BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 EV I I ` N (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 4104 Ave R Fort Pierce, FL 34947 DETAILED.DESCRIPTION OF PROJECT, REVISIONS: SLL 2201-077 Revision Need to change from Re-Roof Shingle to a Pitch with Base and Cap. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: "ST. LUCIE CO CERT. #: BUSINESS NAME: Total home Roofing QUALIFIERS NAME: Robert Donovan ADDRESS: " 597 Haverty Court#40 CITY: Rockledge STATE: FL ZIP: 32955 'PHONE (DAYTIME): 8134129151 FAX: OWNER/BUILDER INFORMATION: NAME: Fred Dunn ADDRESS:4104 Ave R CITY: Fort Pierce STATE: FL ZIP: 34947 PHONE (DAYTIME: 8134129151 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: " CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC.- 9123109 Revised 06130/17 o ST. LUWOWRKS P :® • g_. He COPY -14V PIEWED FUR ST LUCIE COUNTY ROOFING PERMIT INFORMATjd(.1I �EETT®MPLIANC E . 'EVI-Slue" Florida Building Code 7th Edition (20201ST° L CIE COUNTY • 6tU Based on Section 1525 of the Florida Building Code Building ®���, I !l INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B,C Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B,D 1;24;5'g;7 Concrete or Clay Tile A, B, D, E Metal Roofs A, B, D '1, 4, T Wood Shingles and A, B, D Shakes Other As Applicable 1A3 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory'Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 '81 LUCIE WORK Section A(General Information) Master Permit No. �� 2Z�1 UO� Process No. Contractors Name: Qob_104 I ` Man r) License# Cl C 19.3 o q Job Address U 1 i A"P-- �(�l�' ��"e r�`� L ROOF CATEGORY ; Low Slope 13 Mechanically Fastened Tile El Mortar/Adhesive Set Tiles ElAsphaltic Shingles El Metal Panel/Shingles Wood Shingles/Shakes El Prescriptive BUR-RAS 150 ROOF ROOF TYPE El New roof 0 Repair ❑ Maintenance Reroofing El Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) �Q 2 Section B-(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. i ST. LUCIE WORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—"oc @ Lap,#Rows _ . `Qo (If a component is not used,identify as"NA") Zone 1:—" oc @Lap,#Rows System Manufacturer: c� �-(�l `n� e`er Zone 2:—"oc @ Lap,#Rows f'2��� ��� Zone 3:—."oc @ Lap,#Rows W Product Approval No.: I Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: 3q1 LD _LDG 3 _ 06 Zone 1':_Zone 1: Zone 2: Zone 3: l Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: d a Flashing,Component Material,Material'Thickness, Fastener ) /� Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: 1 ' L Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: . ' —— Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height F1 i n C,Ls1-1 C- Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean C�s -� Base Sheet (s): ys)&No.of PI � ' . Roof 1 her Base Sheet Fastener/Bonding Material: � P`�`�Q` 3K 3 Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Florida Building Code Online 'Pagel of-2 BCIS Home Log-In User Registration ; 4Hot Topics i Submit Surcharge-I Stats&Facts 'Publications Contact Us i' BCIS Site Map Links',,Search F'0^da { eProduct ApprovalR¢ OPY USER:Public,User _ �1 w`.• s sx� w • Product Aooroval Meru>.Produtt or Aoolkation Search>Application List>Application Detail � zzo,Mq FL# Fevisio R26 -RNE E ED FOR Application Type Revision G�f @lpp��( Imp �'a Code Version 2020 CODE COMPLIANCE IANC Application Status :Approved ' ST. L UCIE COUNT Comments .INSOCC: 1/ 1IZZ' .Archived. - �, � [[[ - ;Product Manufacturer CertainTeed,LLC(Roofng) . Address/Phone/Email. 20 Moores Road Malvern,PA 19355 (610).893-5400 mark;d.hamer@saint-gobain.coi n Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category I Roofing Subcategory Modifled Bitumen,Roof System - Compliance Method Evaluation Report from a'Florida Registered Architect or a Licensed ' Florida Professional Engineer . Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen . the Evaluation Report ; Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/15/2023 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received • Certificate of Independence FL2533 R26 COI 2021 01 COI NIEMINEN.odf " Referenced_Standard and Year(of Standard) Standard Year ASTM D1976 2015 ASTM D2178 : 2015 ASTM D4601 2012 ASTM'D6163 2015 ASTM D6164 2611 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 -2013 ' FM 4470 2016 FM 4474; 2011 Equivalence of Product.Standards Certified By https://N ww.flor"idabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwiDgvwelwRFXRV... 1/7/2022 Florida Building Code Online Page 2 of 2 Sections from the Code ` a Product Approval Method Method 1 Option D Date Submitted' 07/23/2021 Date Validated 08/03/2021 Date Pending FBC Approval 08/07/2021 Date Approved :' 10/12/2021 Summary of Products FL# Model,Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems for use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ:No FL2,53;i..._R26 II 2021,._.0720 FINAL AlER,.._CERTAINTEED_._MODBIT FL2533_ Approved for use outside HVHZ:Yes R26.Ddf Impact Resistant:N/A Verified By: Robert Nieminen,PE PE-59166 Design Pressure:+N/A/-635 Created by Independent Third Party:Yes Other:1.)Refer to ER Section 5 for Limits Evaluation Reports .of Use.2.)The design pressure noted in this FL2533 R26 AE 2021 07 20 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R26.Ddf Refer to the ER Appendix for all systems and Created by Independent Third Party:Yes max design pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 ., The State of Florida is an AA/EEO.employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Gledit•Card ' Sak https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtpgvweIwUXRv... . . 1/7/2022 NEMO''etc. it 9. For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall.employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI%SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1•of FM Loss'"'j Prevention Data Sheet 1-29(February 2020)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design.pressure determined•in accordance with FBC Chapter 16. No'rational analysis is permitted for these systems. 11. For mechanically'attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation oe'membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the'satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing. Field uplift testing shall be in accordance-with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. i 13. Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type'D,the insulation is optional. Alternatively,an FBC Approved insulation board or coverboard may be used,as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14. Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'•LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded applications. REFERENCE LAYER MATERIAL APPLICATION Base-Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. Karnak No.81 Cold Process Modified Bitumen Adhesive Brush. SBS-CA1 Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,•Flintlastic Ultra Poly SMS Base Grade at 1 gal/square Ca pl Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic p Ply: Flintlastic FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar BP-CA2 Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,Flintlastic Base 20 Base Ply:- Flintlastic Base 20,FlintlasticPoiy SMS Base Sheet,Flintlastic Ultra Poly SMS Base SBS-CA2:-._. — Ply: - Flintlastic Base 20,Flintlastic Poly SMS-Base Sheet,Flintlastic Ultra,Poly-SMS-Base- - Henry#903 Adhesive at 1.5 gal/square. Ca Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P;Flintlastic FR-P CoolStar,Flintlastic p y' Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic.GMS CoolStar. BF,CA3. Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,Flintlastic Base 20 . Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,-Flintlastic Ultra Poly SMS Base HB Fuller"Millennium Hurricane Force Membrane Adhesive", SBS-CA3 . Ply: Flintlastic Base 20,.Flintlastic Poly SMS Base Sheet,.Flintlastic Ultra Poly SMS Base beads spaced 6-inch o.c. Ca PI Flintlastic FR Cap 30,-Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic p y Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar NEMO ETC,LLC Evaluation Report 3520.03.04-R27 for FL2533-R26 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON,-HVHZ EVALUATION Revision 27:07/20/2021 ©2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 3 of 75 NEMO: etc. REFERENCE, LAYER MATERIAL _ ' APPLICATION Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra.Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or-Tropical Roofing Products#216 Modified SBS'CA4 . Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,.Flintlastic Ultra Poly SMS Base Bitumen Adhesive at 1 to.1.5 gal/square. Ca Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolSfar Flintlastic FR=P,Flintlastic FR-P CoolStar,Flintlastic p y' Premium FR-P,-Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar A Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,FlintlasticBase 20 BP-AA o t 20-40 hot asphalt a Ibs/square' Ply: One or more Flintglas Ply 4,Flintglas Premium Ply 6 Base Ply:- Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base SBS-AA Ply: One or more Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base hot asphalt at 20-40 Ibs/square Ca P Ply: Flintlastic Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,.Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar;Flintlastic GMS,Flintlastic GMS CoolStar Base Ply: Flintlastic Ultra Poly SMS Base Sheet;Flintlastic Base 20 T SBS-TA' Ply:- One or more Flintlastic Ultra Poly SMS Base Sheet,Flintlastic Base 20T torch-applied Cap ply: Flintlastic FR Cap 30 T,Flintlastic FR Cap 30 T CoolStar Base Ply: One or more Flintlastic APP Base T,Flintlastic STA,Flintlastic STA Plus APP-TA Flintlastic STA,Flintlastic STA Plus,'FlintlasticGTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR,Flintlastic torch-applied Cap Ply: GTA-FR CoolStar SBS-SA-H, Base Ply: Black Diamond Base Sheet,Flintlastic Ultra Glass SA self-adhering(activated by overlying membrane) Base Ply: Flintlastic SA PlyBase,.Flintlastic SA Mid Ply SBS-SA Ply: Flintlastic SA PlyBase,Flintlastic SA Mid Ply self-adhering - — Cap Ply: Flintlastic SA Cap,Flintlastic SA Cap FR CoolStar,Flintlastic SA Cap,FR,Flintlastic SA Cap FR CoolStar 16. Vapor barrier options for use over structural concrete.deck followed by adhesive-applied insulation,carry the,following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: ... �, , • II • • • • i• •- • moms .•• OPTION INSULATION ADHESIVE MDP # .. PRIMER TYPE :(PSF) VAPOR BARRIER< ATT ACH VB-1: FlintPrime QD,Karnak#108 Flintlastic SA.PlyBase Self-adhering OB500,12-inch o.c. -82.5' orASTM D41. All Weather/Empire Base Sheet, 3-inch wide side laps and 6-inch wide end laps' HB Fuller:"Millennium Hurricane Force FlintFast QS or FlintFast LV, VB72.. - None are sealed with HB Fuller"HB Fuller"Millennium Hurricane Force Lap and Membrane Adhesive HS",max.6-inch _82.5 12-inch o.c. Flashing Adhesive" O.C. Flintlastic Ultra Poly SMS Base Sheet, 3-inch wide side laps and 6-inch wide end HB Fuller"Millennium Hurricane Force FlintFast QS or FlintFast LV, VB-3. None laps are hot-air-welded,torch-welded or sealed with HB Fuller''HB Fuller Membrane Adhesive HS",max.6-inch 12-inch o.c. 82.5 "Millennium Hurricane Force Lap and Flashing'Adhesive' O.C. FlintPrime QD,,Karnak#108 Black Diamond Base Sheet,.Flintlastic Ultra Glass SA or Flintlastic SA Cap Self-adhering FlintFast QS or-FlintFast LV; -97.5 a VB-4. or ASTM D41 primer 12-inch o.c. Evaluation Repo rt3520.03.04-R27 for FL2533-R26 NEMO ETC,LLC Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 27:07/20/2021 ©2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 4 of 75 MEMO I etc. /. TABLE IG: ••r rCONSTRUCTION, •.. . .. RECOVER SYSTEM TYPE E-2: • r MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER ::. aof System as Sheet Rte 15)Coder(N o MOP Primer, No. (Note 1) ; . Base Fasteners Attach Base Ply Cap Ply. jpkff Glasbase Base Sheet,Flintlastic FlintFast#12 or#14 with FlintFast 3 in. 6 inch o.c.at 4 inch lap and 6 (Optional) Min.15/32-inch Base 20,Flintlastic Poly SMS Base Insulation Plate,OMG#14 HD with OMG 3 in. BP-AA,SBS- SBS-AA,SBS- W-98 plywood,24-inch inch o:c.'in four(4),equally None -127.5 Sheet,Flintlastic Ultra Poly SMS Round Metal Plate orrTrufast#12 DP or#14 _ AA,SBS-TA, TA or.APP-TA span spaced,staggered center rows Base Sheet - HD with Trufast 3"Metal Insulation Plate "or APP.-TA 6-inch o.c.at 4= Min.15/32-inch Round Metal nch lap and OMG#14 HD with OMG3 in i 6 W-99 plywood,24-inch Flintlastic,APP Base T inch o.c.in four(4),equally, None APP-TA APP-TA 127:5 Plates spaced,staggere center rows span ti. �CO�D APP,L,IED SYSTEMS, �,F,>. x �,a• - Glasbase Base Sheet,Flintlastic Min.15/32-inch -Base 20,All Weather/Empire Base FlintFast#12 or#14 with FlintFast 3 in. 8-inch o.c.at 4-inch lap and 8- (Optional), W-100 plywood,24-inch SM . Sheet,Flintlastic Poly S Base ' Insulation Plate or Trufast t#12 DP or#14 HD inch o.c..in three(3),equally None SBS-CA1 r -52.5 span Sheet,Flintlastic Ultra Poly SMS with Trufast 3"•Metal Insulation Plate spaced,staggered center rows SBS=CA1 Base Sheet TABLE 1H: ••r rECKS—NEW CONSTRUCTION OR REROOF • SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER, .;•; . ,. , :, ._ ,:.... ,._ Roof Cover(Note1S) - " �-: System Deck a IVIDP(P5fj. Prim r •Base Ply Ply. Cao Ply W-101 APA rated,min.7/16 CAT,0.418 in.,Exposure 1,OSB FlintPrime QD,Karnak#108 Flintlastic SA Mid Ply, (Optional)SBS-SA SBS-SA �-90.0 sheathing,24-inch span or ASTM D41 primer ;elf-adhering FlintPrime QD,Karnak#108 SBS-SA-H {Optional)SBS-TA,APP-TA SBS-TA,APP-TA -112 5. W-102 Min.15/32-inch plywood;24-inch span or ASTM D41 primer FlintPrime QD,Karnak#108 Yi(`10 fyi11L 8/ 21I%#a R}YwdRo41,°4a1X1cb3pa0 (Optional)SBS-SA 868 8A 7 5 - or ASTM D41 primer NEMO ETC,LLC Evaluation Report 3520.03.04-R27 forFL2533-R26 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 27:07/20/2021 ©2019 NEIVIO ETC,LLC 'CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 18 of 75 .��. :` „ 1 ,{ \\\ \\ \ , \\ \\ \\ � \\ '\ �� _ , , `� ���� � � ,� ,, . ,\ �� �\ ,� '� �,