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1838 SEMINOLE RD - METAL ROOF PERMIT RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES18-0320 800 SEMINOLE ROAD ISSUED: 11/13/2018 '/ ATLANTIC BEACH. FL 32233 EXPIRES: 5/12/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1838 SEMINOLE RD RESIDENTIAL NEW SINGLE PORCH REPAIR WITH METAL $5000.00 FAMILY RESIDENCE ROOF TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 1720200512 SELVA MARINA UNIT09 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: PARKES SANDRA L 1838 SEMINOLE RD ATLANTIC BEACH FL 32233-5916 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. ct DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 Issued Date: 11/13/2018 1 of 2 :S` '''r'/ RESIDENTIAL PERMIT PERMIT NUMBER S., , RES18-0320 iiii CITY OF ATLANTIC BEACH ....)vx ISSUED: 11/13/2018 800 SEMINOLE ROAD Q';9''' ATLANTIC BEACH. FL 32233 EXPIRES: 5/12/2019 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $449.55 Issued Date: 11/13/2018 2 of 2 irm;yc, City of Atlantic Beach APPLICATION NUMBER _4S Building Department (To be assi ned by the Building Department.) J r T `-� 800 Seminole Road r � pp - ._ �� Atlantic Beach, Florida 32233-5445 l�t�j -03Z 0"`' " ' Phone(904)247-5826 • Fax(904)247-5845 ..,0 Date routed: (( 8 E-mail: building-deptcoab.us � Izo City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 16 S8 2 eD Department review required Yes No funding) l/ Applicant: CDLL) - • • Zoning (_) -- '-• ••istrator Project: 1 Oke-C-4 RE:,3 ( f2__ Public Works Public Utilities kA, GT A L., Rc'o F Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. IXIDenied. nNot applicable (Circle one.) Comments: BUILD PLANNING & ZONING Reviewed by: / ` Date: /0 /—.201S TREE ADMIN. Second Review: I "fpproved as revised. Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: //j /g FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 SL`Ifjr City of Atlantic Beach APPLICATION NUMBER JS +Rr Building Department (To be assi ned by the Building Department.) r t' Road. C t . --O3ZC) 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 9 izo ( 8 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1E3cob S G\ ikoLC -D Department review required Yes No Ca.4.3 tuildin• Applicant: ( � - .rrg�&Zoning rTh -- e illistrator Project: I © � { �� ( (.(-37Public Works Public Utilities G`A L RCYO F Public Safety Fire Services • Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: /Approved. Denied. I !Not applicable (Circle one.) Comments: t// L BUILDING � Vf;�,� c re D1C roe.,(-vte7 -t /re, i 5-1-6,r,re y PLANNING &ZONING Reviewed byi,r "Z-- CI;III— TREE III TREE ADMIN. Second Review: I !Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 IL?„,, 410r1 6 ' O F F I C E COPY CITY OF ATLANTIC BEACH 800 Seminole Road ,040171;40P7. Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I(131 Revision to Issued Permit Corrections to Comments'rmit#e'5/,, -- Z-O Project Address I g3 D Je t r(1 t n o t e e-d Contractor/Contact Name S WA.V f ICiAi k,es Phone Email Sl_Nikes @ cory\co-5+•n e+ Description of Proposed Revision/Corrections: Permit Fee Due$ .6.6C) L.es br\Se CC)CY\ Me ds ( 4 Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building fil Planning & Zoning Reviewed By Tree Administrator Public Works /—. � / Q� Public Utilities / 9 l o Public Safety Date Fire Services •--:-;:"\,_\11/' r ' ry i,, CITY OF ATLANTIC BEACH '� 1�a ' _ 800 SEMINOLE ROAD OFFICE C O PY ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 10/1/2018 Permit#: RES18-0320 Site Address: 1838 SEMINOLE RD Review Status: denied RE#: 172020 0512 Applicant: Property Owner: PARKES SANDRA L Email: Email: slparkes@comcast.net Phone: Phone: 962.6662 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Submit 2 copies of the FLJORIDA PRODUCT APPROVAL INFORMATION SHEETS that are in the Building Department, for the 5-V Metal Crimp roofing system. To include the engineering documents /or installation. V Submit also the FL# for the " Fluid Applied Membrane" for the existing 2°d floor deck repair. To include the installation instructions for its application. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjone/s@coab.us 6'rnA/FIS/ /2evi-e 1v (_ovvn w‘oet. 1-s 10— I—2 0! '- fr2( Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date `"'p., Building Permit Application Updated 12/8/17 A44, City of Atlantic Beach pp�� `i , 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)/ 247-5826 Fax:(904)247-5845 Job Address: /y38 &�cno f¢ i(,al, Ai./.76eFLi 3 3 3 Permit Number: q GS 1 " O`' ZD Legal Description FesV . , (P , � 1_ , Sel.rc-h-tQrun 0.... U1 or RE# 1720A ) - 05 12, Valuation of Work(ReplacementCost)$5,Ooo Heated/Cooled SF r Non-Heated/Cooled 3;�'� Jt v [l[� • Class of Work(tircle one): New Addition Alteratio epair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial(Residentia,b • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes N• N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal escribe in detail the type of work to be performed: or b /tiQ aik. `- 061 or �fricClarLI /cta 12.r6:tam1e // � / / f / OQ/Il to/ /�4/7`2P`z �f�/rd0 Florida Product Approval#FL 1075 p/rmi miff,/ 5Y APO/. for multiple products use product approval form Propert Owner Information O Q Name: Ad/ZZ L /Q/� Address:/638' S C//Ol0' City / /C' ach - State .0 Zip �G23? Phone oma/ � 9 9402- 4,66, z., E-Mail 3/xrecy 6- emea4z •''L Owner or gent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number . State Certification/Registration# E-Mail Architect Name&Phone# l /Q3 OR r 'ar cmCJO • /e 2 ' 4Y Engineer's Name&Phone# ,ja/I?72 Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. \Al/ /ik / � I _ /•• (Signatu e of Owner or Agent) (Signature of Contractor) (inclu.• : ontractor) ' ned a d sworn to(or of ip:)befor• me this day of Signed and sworn to(or affirmed)before me this day of r b w &tali 4 • . . r by _ MA I . .. .._ (Signature • Nota ) TONI GINDLESPEn;tgnatu1�of Notary) Ai ;_ 'k-- .. hey CC";?MISSION#FF 92 :y51 [ ]Personally Known OR a:October 6,2019 e-'='e�° � S�..n� ;,7r�,-y tJotary?ubl;c U=.iervmters [ ]Produced Identification [ ] '.rodi*c?�d entIti anon Type of Identification: Type of Identification: S�L`1yrt (-- ` '4 i\ - :, * s CITY OF ATLANTIC BEACH r i�%WNER / BUILDER AFFIDAVIT J.H U' I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE-OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. a 3 C't ern-u-,0I't.—tQacl,A-Li of {ie .4s/ad-) , rL clog - ?4.2 - 6'6 6Z ADDRESS PHONE NUMBER PR NA 3. ra L ke 3 aad La.jCia_kke.(_ 9-j7 / SIGNATURE +/� DATE Before me this 17 day of, 0CA 2l the county of Duval,State of Florida,has personally ared herin by himself/herself and affirms that all statements and declarations are trueand accurate./ Notary Public at Large,State of F I ,County of Ukra—( ❑Personally Known ;l' L..- —`_' o Produced Identification- TONI GINDLESPENGEt3 WU ; MY COMMISSION#FF 924951 Notary Signature. alAilillill_J __..__ F:BLDG/Owner•Builder Affadavil;REVISED:4/16/2009 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: S ( A 1(�. L -Pao(u k ' Permit # 3 18 - 403Zo Project Address: 1 Q3g 8 ‘,..,,a-,,not, --Roa_d , A-L1 (L4,4,, a -$.9 (AA h , FL .32-2 ,0 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct approval may be obtained at:www.floridabuilding.or . Category/Subcategory Manu facturer Product Description I Limitation of Use State# Local # A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional ' 4.Roll up 5.Automatic 6.Other B. WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action r r E /57- 037-0 12. Other Category/Subcategory Manufacturer Product Description 1Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments • 3.Roofing fasteners • 4.Nonstructural metal roof — V _ _ c FL�1 to 3 •I 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing_insulation _ 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof • 17. Other f/)020s6 r�^ck e06377,vi' fl 620 R/7 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3. Storm panels 4. Colonial 5. Roll-up 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3.Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms 9.Plastics ..................._.... ....,..--may _�� .._-._.--._..-...,.. ._-� __ 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight cb. 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: d on l L,'Royr 14.s, D ion Y .� Mailing Address: /835 �1&171,'70k �n City: an-ke, 6_h � - Stat ?j Zip Code: 3�ai 3 3 Telephone Number: ( ) Fax Number: ( Cell Phone Number: 00 1-1- (0 (p (.p Z. E-mail Address: .31 (),Y kqs 6L- COM ca6t n tE-- RES ) 8O&2/) 10O- ie/ OFFICE COP 'GAF H P TrafficCoat Deck Coating Product Data Sheet USES & ADVANTAGES Recommended Uses: • • PremiumCoat®System Decks • Walkways • Roof walk pads • Special Applications PHYSICAL PROPERTIES TRAFFICCOAT Density 11.9 lb/gal 11,427.13 gm/11 Application 40°F-105°F(Ambientl PRODUCT DESCRIPTION Temperature lmin) 14.5°C-40.5°CI Solids By Volume 56%:2% Solids by Weight 70%±2% 1-4 hours at 77°F 125°Cl TrafficCoat Deck Coating is a specialty coating for — with 40%humidity unique performance requirements.TrafficCoat Deck VOC >100 gll Coating resists wear yet remains flexible to absorb surface Freeze Point 32°F 10°CI White,Oyster,Deck Grey,Slate Grey, stresses.In addition to providing a positive aesthetic appear- Standard Colors -i Ocean Sand,Sunrise,Cabo Beach, Autumn Tan,Mocha,Carolina Clay ance,TrafficCoat Deck Coating covers minor surface cracks and imperfections. WARRANTY APPLICATION INSTRUCTIONS SUBSTRATE PREPARATION:Surface must have proper APPLICATION:Apply the first coat by brush,roller,or spray See applicable warranties and guarantees for complete drainage with no ponding water.Clean and prepare existing at a rate of 140 ft°per gallon.Apply in a smooth,generous coverage and restrictions. surfaces by removing all loose and flaking particles,grease, coat to assure TrafficCoat fills minor surface cracks and and laitance with the use of a stiff-bristle push broom and/ imperfections.After the first coat has dried,apply a gener- PACKAGING & SHELF LIFE or washing.Care should be taken not to inject water into ous second coat at the same rate.The minimum thickness the substrate during washing.In some cases,additional is 14 wet mils per coat.Dry milage will be a combined 2 gallon(7.6 literl bucket drying time may be required after the cleaning process.See minimum of 14 mils. 5 gallon 119 literl pail gaf.com for more details. Shelf life 18 months if unopened containers stored between 40°F and 90°F. SAFETY& HANDLING For specific information regarding safe handling of this material please refer to the Safety Data Sheet ISDSI. • CLEAN UP Thoroughly rinse application equipment with clean water. GAF 1 Campus Drive Parsippany,NJ 07054 1-800-ROOF-411 gaf.com GAF Liquid-Applied January 2016,supercedes May 2015 See applicable warranties and guarantees for complete coverage and restrictions. For technical,system,and warranty information,visa gat COM or call 1-8007863411. e ft 6,20 - le /7 , . • . • /2 -s /8-0320 Care & Preventative Maintenance Guide Liquid-Applied Coatings and Roofing Systems 8/2016 'rirlibmimmise , li-il / •.;..Al , - i , .. _,,,,,,,, / 1 ,,,.:::)----<- , i --11/ / . GAF HyDRogrop __=UNITED -COATINGS Copyright®2016 GAF•1 Campus Drive Parsippany,NJ 07054• }.•.::.A IT corn Overview Due to its constant exposure to heat, cold, ultraviolent radiation, rain, snow, hail, high winds and/or mechanical damage, a roof can be the most vulnerable component of a building's exterior. Despite these negative effects, long-term performance can be enhanced, and major roof problems avoided, through correct design, quality materials, proper installation procedures and workmanship, and a comprehensive roof maintenance program.The cost of a comprehensive maintenance program is minimal compared to the cost of repairing and/or removing and replacing a damaged roofing system. The roofing system is a critical asset in the overall building envelope, and should be treated as such. Identifying and correcting potential problems early is paramount to ensuring that small problems do not become major issues. It is also essential in maintaining the integrity of the roof, protecting the building's contents, and avoiding interruption of the building's intended function.A thorough and consistent maintenance schedule will not only extend the life of the roofing system and lower life cycle and replacement costs, but will help protect other building components as well. Contents Page ✓General Care & Preventative Maintenance 2 'Semi-Annual Inspections 4 ✓Inspection Checklist 6 ✓Roof Specific Leak Investigation 8 Emergency Repairs 9 CO (11 11(Roof Alterations 10 m CU 06 co LL General Care & Preventative Maintenance ✓ The following is a list of general care and maintenance recommendations that will help achieve maximum performance from the roofing system. ➢ Provide proper drainage... to minimize standing water on the roof. Keep the roof surface clean from leaves, pine needles, twigs, paper, accumulated dirt and other debris, which tends to accumulate at and clog drains. Cut back trees or branches growing too close to the roof. Ponding of water on the surface of the roofing system will increase the probability of moisture entering the structure in the event of a puncture or other mechanical damage to the roofing membrane. ➢ Check the building exterior...for settlement or movement. Cracks in the walls are a warning of possible cracks in the roof substrate and flashing. Ensure that overhangs, cornices,fasciae, and edging are in good condition. ➢ Avoid damaging the roofing system... by exposing it to any of the following,which could cause premature degradation of the coating or membrane: o Liquids containing petroleum products o Solvents o Grease used for lubricating rooftop units or from restaurant vents o Oils (new or old) used for air conditioning or compressor units o Kitchen waste or other animal fats o Chemicals ➢ The use of catch pans... (including proper drainage of these pans or other means of co protection) may be used to protect the roofing membrane from exposure to grease, chemicals, and other materials that would otherwise be expelled onto the roof surface. Prolonged exposure to these materials can cause swelling and possible degradation of the roofing system if spills are not removed in a timely manner. ➢ Check for signs of algae, mold, mildew... or other plant growth on the roof, particularly in shaded areas that hold water. ➢ Unprotected areas... of the roofing system are more susceptible to damage from heavy foot traffic and additional measures must be taken to avoid damage to the system. See options below and/or contact GAF for recommendations where heavy foot traffic is expected. ➢ If snow removal is necessary...use plastic shovels and be careful when working around protrusions or other areas where detail work could be damaged. Snow blowers, picks, axes and shovels with sharp edges must not be used on the roof. ➢ Remove foreign debris... such as glass, bolts, nails, screws, metal shavings, and any other materials that may cause punctures or cuts to the liquid-applied coating or roofing system. ➢ Limit roof access... Most roof damage is caused by individuals that are not authorized to access the roof, or by individuals that are not aware of the damage that can be caused when proper precautionary procedures are not followed. Roof access should be strictly limited to authorized personnel and outside personnel should be informed as to the precautions necessary when accessing the roof. Make a log of all visitors and maintenance personnel accessing the roof. ➢ Make sure that maintenance personnel... are warned against dropping tools and equipment on the coated roof surface in order to avoid puncturing the membrane. When servicing the rooftop HVAC units, antennas, solar panels, satellite dishes, etc., care should be taken when placing tools, metal doors, lids, pans, or sharp objects on the coating system surface. When moving roof-mounted units or equipment over coated roofs,avoid damage by placing smooth plywood over the coating membrane prior to moving any equipment. ➢ Repair of any damage... caused by misuse of the roofing system is the responsibility of the Building Owner.The Building Owner is also responsible for ensuring that any such damage is properly repaired by either the original contractor of record or an approved GAF contractor. If timely repairs are not made to rectify mechanical damage or other misuse of the roofing system,this can result in the need for major repairs or replacement of the roof or roof (NJ co coating system at the owner's sole expense. (1, a) to U a) a, C .00 2 a) CD a) a) a) a) L o�S a) ra ns U LL Semi-Annual Inspections 1( NOTE:The liquid-applied roofing system or coating may be slippery when wet. Exercise caution when walking on the liquid-applied roof system or coating during or after a rain shower, or if moisture is present in the form of dew,frost or ice. Pay attention while walking on light-colored surfaces as ice or frost build-up may not be as visible as on a dark surface Semi-Annual Inspections Consist of a cleaning and visual examination of the roof coating system.The inspection should include the overall coating condition as well as the integrity of flashings, vent pipes and other protrusions, skylights, drains,gutters, parapet walls and caps, adjacent walls, and mechanical equipment. Also check for evidence of any biological growth or other foreign debris. Preventative Maintenance Program Consists of regularly scheduled inspections and subsequent corrective actions, intended to maximize the life expectancy of the roofing system. It is recommended that preventative maintenance semi-annual inspections be scheduled in the spring and fall. Additional Inspections In addition to the scheduled semi-annual inspection, additional inspections should be scheduled if the roof is exposed to abusive or unusual conditions including but not limited to those listed below. Maintenance programs that include semi-annual inspections can usually be arranged through the installing contractor or another approved GAF contractor.They can also be performed by a registered roof consultant or other qualified personnel who have been properly trained in liquid-applied roofing systems and safety.These inspections should be attended by the Building Owner and/or in-house maintenance personnel responsible for the roof.Additional roof inspections should be conducted whenever any of the following conditions occur: 00 cu 1. Exposure of the roof to severe weather, such as strong winds, hail or continuous heavy rainfall. ➢ Examine the roof for severely ponded areas, accumulated debris, and any damage to the building components that may allow moisture to infiltrate the roofing membrane.The coating or liquid-applied system should also be examined in areas where severe conditions may have caused punctures,tears, abrasions or loose coating. 0) v 2. After repair or replacement of rooftop equipment, or at any other time when the roof may be exposed to activities from other trades where damage may occur. ➢ Examine the roof for spills, debris, sharp objects, punctures, excessive wear, or other damage caused by heavy traffic or modifications to the roof. a Cleaning Procedures WARNING: The liquid-applied roofing system or coating may be slippery when wet. Exercise caution when walking on the liquid-applied roof system during cleaning. 1. Remove any build-up of rocks, branches, leaves, pine needles and other foreign debris, as well as excessive dirt build-up around drains and other low areas. Use a plastic rake, medium-bristle push brush or other appropriate method for removing this accumulated debris from the roof, using the least amount of pressure possible. Remove any excessive build-up or blockage from drains, gutters and downspouts. Ensure that downspouts on multi-level roofs do not dump directly onto the coated roof surface below. Trim any overhanging trees to prevent excessive leaf and pine needle accumulation, allowing as much sunlight to the roof as possible to help eliminate mildew and algae growth. 2. Liberally apply GAF United Cleaning Concentrate, diluted at a ratio of 1 part concentrate to 10 parts water, under low pressure to a given section of the roof at the rate of 0.4 to 0.7 gallons per 100 ft2 (1.6 to 2.9 L/m2). Allow the cleaner to sit for a minimum of 15 minutes. 3. Make sure that areas where algae, mold, or mildew growth has occurred are thoroughly saturated. These areas should also receive additional scrubbing with a medium to stiff bristle brush to assure the most complete removal possible. 4. Pressure rinse toward the drains using clean water and a 1,200 to 1,500 psi pressure washer. Use a fan tip on the extension wand, held no closer than 12" (305 mm) from the coated roof surface. Low areas where the dirt has accumulated may require additional agitation using a broom or cleaning pad. IMPORTANT: Roof wash-off catchment systems should be in place when required. Be sure to follow state and local requirements for roof- wash off catchments during the cleaning process. 0 N co v 7 N CC ta 3) C > 7z C Q) U) d N U IQ Inspection Checklist 1( Pre-Inspection D Prior to the actual roof inspection, a detailed roof plan should be prepared, on which any defects and notes can be recorded. D Prior to going onto the roof itself, inspect the underside of the deck(if accessible), as well as the outside of the building. Note any signs of excessive moisture or deterioration.These observations can give clues to not only problems with the roof, but also other conditions affecting the performance of the building envelope. Checklist Area of Concern Treatment Roof Membrane & ➢ Ensure that the overall roof coating membrane is Flashings sound and free of mechanical damage,splits, crazing, and cracking. In areas prone to standing water, inspect the coating surface for signs of blisters, delamination, or degradation caused by biological growth. Roof Drains&Scuppers ➢ Ensure that roof drains and scuppers are clear and free of all debris to allow for proper drainage. Check drain covers to verify that they are tight and properly fastened. Ensure that the coating around drains and scuppers is sound and free of blisters,tears, and delaminations. Gutters D Ensure that gutters are clean and free of any co debris that will inhibit proper drainage. If drains v are coated, inspect coating to ensure that it is 5 sound and free of blisters,tears and co delaminations. Parapet Walls and Caps D Inspect interface between roof deck and parapet walls to ensure that there are no splits or tears, > and that the coating membrane is fully-adhered and sound. Examine parapet walls and caps to v ensure that there are no cracks or breaks in the a. substrate or membrane that will allow moisture to enter beneath the coating system. Checklist (Cont.) Area of Concern Treatment Protrusions ➢ Inspect the reinforced coating around all protrusions, such as vent pipes,for any signs of splits,tears or delaminations around the base. Ensure that vent pipes have the proper caps installed. Inspect coating to ensure that it is still self-flashing and secure around the top of all protrusions. Roof Mounted Equipment ➢ All rooftop equipment should be inspected to ensure that it is well-secured to the base risers, and that the coating and reinforcement around the base is sound and free of blisters,tears and delaminations. Skylights ➢ Check the reinforcement around all skylights to ensure that it is sound and free of blisters,tears and delaminations. Other Details ➢ Check the bricks and mortar on chimneys, as well as caulking or joints in metal flashings such as copings, counter-flashings, rooftop units, curbs, caps, expansion joints, etc. Repair or replace caulking as necessary. Moisture Analysis ➢ If damage has caused concern with moisture (optional) penetration into the roof substrate, a non- N destructive moisture detection survey can be co conducted to provide an accurate analysis.Two :a common methods are nuclear metering and v infrared thermography.A moisture meter probe can also be inserted through the coating; however, this is a destructive method and will 2 require the damage be repaired. Minor Repairs ➢ Areas found to need minor repairs(e.g., small (13 punctures and tears) during the inspection may be 22 repaired with the specified flashing grade a. product. More extensive repairs may be treated with the top coat product with fabric. For project- LL specific recommendations, please contact GAF's Technical Services. Roof Specific Leak Investigation On metal decks... it is important to identify the direction of the deck flutes and deck slope. Moisture may infiltrate through the roofing system, migrate in the lower flutes of the deck, and leak inside the building in low areas. On concrete decks... or on projects where the existing roofing material is left in place, leaks may result from moisture entrapment at the time of the original installation. On poorly insulated roofing assemblies... leaks may occur as the result of condensation. It is therefore important to determine the leak location and frequency. 1. Begin leak investigations by conducting a thorough visual inspection of the general location on the roof where leaks have been detected inside the building. 2. Inspect detail areas such as drains, vents, scuppers, HVAC and other roof-mounted equipment, parapets, ponded water areas, etc. If the roof is dry at the time of investigation, areas where water ponds can be identified by evidence of accumulated residue on roof membrane. 3. Examine lower areas of the roof for moisture beneath the roof coating system (soft insulation can be detected when walking over the roof). 4. Check areas around mechanical rooftop equipment, drains, skylights, roof hatches, expansion joints, pipes, vents, etc. to identify cuts or punctures in the coating membrane. 5. Explore the condition of metal flashings (i.e., edging, coping, expansion joint covers, parapet caps, etc.) for cracks and improperly sealed joints. oo 6. When a visible source of the leak has not been identified, wet the system at the anticipated leak area with water and examine the interior area for leaks. w C C C N C C 2 N CCa) a) > _d W a) U LL D Emergency Repairs GAF must be notified of any leaks within 30 days of discovery of a leak or GAF will have no responsibility for making repairs or replacing that portion of the products that leak as a result of a manufacturing defect. The Building Owner may make temporary repairs to minimize damage to the building or its contents in an emergency. Only qualified workers should perform temporary repairs. These repairs will not result in cancellation of the applicable guarantee or warranty as long as they are reasonable and customary and do not result in permanent damage to the GAF roofing materials. When weather conditions permit, permanent repairs should be completed by an approved GAF contractor. Repairs should not be made with asphalt-based products unless a wet patch type product is needed for emergency purposes. If wet patch products are used they must be completely removed at the time permanent repairs are made. Temporary Dry Surface Emergency Repairs Clean the coating surface around the damaged area using GAF United Cleaning Concentrate. Rinse the area with clean water and allow it to dry. Apply the specified flashing grade and embed fabric as needed to provide additional strength. Contact GAF Technical Services before any other product is used to confirm its suitability. LU Specific Repairs to Liquid-Applied Roofing Systems over Spray Polyurethane Foam (SPF) Insulation Minor breaks in the coating or mechanical damage to sprayed polyurethane foam (SPF) may cu be repaired with Flexseal and then top-coated with an approved GAF coating. The damaged foam must be completely cut away prior to repairing. If the repaired area is larger than 2" (51 mm) in diameter, consult GAF Technical Services for proper repair procedures. Note: If silicone is needed for a repair, the area must be filled with Unisil and fabric or Unisil with Unisil Fibers. C :- Large blisters that are not leaking but have broken open should be removed and repaired by van approved GAF contractor. If the blister has not broken open, GAF recommends leaving it in place. LL Specific Repairs to Liquid-Applied Roofing Systems Not Over Spray Polyurethane Foam (SPF) Insulation ➢ Repair minor mechanical damage to the liquid-applied coating membrane with the specified flashing grade product,and then top-coated with an approved GAF coating.The damaged membrane must be completely cut away prior to repairing. If the repaired area is larger than 2" (51 mm) in diameter consult GAF Technical Services for proper repairs procedures. ➢ If the liquid-applied roofing system incorporates reinforcement fabric,then the repair should use a combination of the specified flashing grade with reinforced fabric. ➢ Large repairs should be completed by an approved GAF contractor. Roof Alterations ✓ General GAF must be notified of any planned roof alterations prior to such alterations being made. Coverage under the guarantee or warranty may be jeopardized if: ➢ GAF is not notified of alterations. ➢ The original contractor of record (or another pre-approved GAF contractor) does not do the required work. ➢ Non-GAF products are used. All alterations must be pre-approved, including but not limited to modifications such as roof- top HVAC units or other equipment, pipes, satellite dishes, antennas, conduit,general penetrations, skylights, etc. 5 fD 2 4J NOTE: These maintenance and inspection procedures are provided for guideline use only. The approved GAF contractor or a professional roof consultant may provide a more detailed 06 maintenance program. Maintain records of roof damage and maintenance inspections for each building roof. LL NEMoIetc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT GAF Evaluation Report 01506.01.09-CAC-R16 1 Campus Drive FL620-R17 Parsippany, NJ 07054 Date of Issuance:01/05/2009 (800)766-3411 Revision 16:06/19/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6`h Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Maintenance Coatings LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO'etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO'etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: s` �,o�sz`��rr„1,,, ..:••••• -' -1-- o sir"S Robert J.M.Nieminen,P.E. rn_ = OF 14 E Florida Registration No.59166,Florida DCA ANE1983 %;F'�'^ _;' The facsimile seal appearing was authorized by Robert 9 '' """"G,",' Nieminen,P.E.on 06/19/2018.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO'etc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMOIetc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO'etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 0 NEMO I etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Cements—Adhesives-Coatings Compliance Statement: GAF Roof Maintenance Coatings, as outlined herein and produced by GAF, have demonstrated compliance with the 6th Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.7 Impact FM 4470 2012 1507.10.2 Physical Properties ASTM D6083 2005 TAS 110 Physical Properties TAS 139 1995 1523.1.1 Physical Properties TAS 110 2000 3. REFERENCES: Entity Examination Reference Date FM(TST 1867) FM 4470 3015619 03/15/2005 FM(TST 1867) FM 4470 3026767 02/01/2007 FM(TST 1867) FM 4470 3046086 01/18/2013 MTI(TST 2508) Physical Properties EX14A3A 02/26/2004 PRI(TST 5878) Physical Properties UCMC-004-02-02(Revised) 06/29/2004 PRI(TST 5878) Physical Properties GAF-054-02-01 07/11/2004 PRI(TST 5878) Physical Properties GAF-065-02-01 12/14/2004 PRI(TST 5878) Physical Properties GAF-087-02-01 09/26/2005 PRI(TST 5878) Physical Properties GAF-110-02-01 02/15/2006 PRI(TST 5878) Physical Properties GAF-082-02-01 05/07/2006 PRI(TST 5878) Physical Properties GAF-084-02-01 05/07/2006 PRI(TST 5878) Physical Properties GAF-122-02-01 05/07/2006 PRI(TST 5878) Physical Properties HSI-010-02-01 03/25/2011 PRI(TST 5878) Physical Properties HSI-011-02-01 03/25/2011 PRI(TST 5878) Physical Properties UCMC-012-02-01 03/25/2011 PRI(TST 5878) Physical Properties UCMC-013-02-01 03/25/2011 PRI(TST 5878) Physical Properties UCMC-014-02-01 03/25/2011 PRI(TST 5878) Physical Properties UCMC-015-02-01 03/25/2011 PRI(TST 5878) Physical Properties GAF-508-02-01 03/12/2014 PRI(TST 5878) Physical Properties HSI-007-02-01 05/16/2016 PRI(TST 5878) Physical Properties HSI-009-02-01 05/16/2016 PRI(TST 5878) Physical Properties GAF-499-02-01 05/19/2016 PRI(TST 5878) Physical Properties GAF-500-02-01 05/19/2016 PRI(TST 5878) Physical Properties GAF-662-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-666-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-674-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-675-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-676-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-677-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-679-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-680-02-01 06/01/2016 PRI(TST 5878) Physical Properties GAF-657-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-659-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-660-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-661-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-663-02-01 06/03/2016 NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 2 of 10 )NEMoIetc. Entity Examination Reference Date PRI(TST 5878) Physical Properties GAF-664-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-665-02-01 06/03/2016 PRI(TST 5878) Physical Properties GAF-687-02-01 06/06/2016 PRI(TST 5878) Physical Properties GAF-688-02-01 06/06/2016 PRI(TST 5878) Physical Properties GAF-658-02-01 06/07/2016 PRI(TST 5878) Physical Properties GAF-689-02-02 06/22/2016 PRI(TST 5878) Physical Properties GAF-691-02-02 06/22/2016 PRI(TST 5878) Physical Properties GAF-692-02-01 06/22/2016 PRI(TST 5878) Physical Properties GAF-693-02-01 06/22/2016 PRI(TST 5878) Physical Properties GAF-693-02-02 06/22/2016 PRI(TST 5878) Physical Properties GAF-694-02-01 06/22/2016 PRI(TST 5878) Physical Properties GAF-694-02-02 06/22/2016 PRI(TST 5878) Physical Properties GAF-694-02-03 06/22/2016 PRI(TST 5878) Physical Properties GAF-667-02-01 07/01/2016 PRI(TST 5878) Physical Properties GAF-668-02-01 07/01/2016 PRI(TST 5878) Physical Properties GAF-671-02-01 07/01/2016 PRI(TST 5878) Physical Properties GAF-669-02-01 07/06/2016 PRI(TST 5878) Physical Properties GAF-672-02-01 07/06/2016 PRI(TST 5878) Physical Properties GAF-673-02-01 07/06/2016 PRI(TST 5878) Physical Properties GAF-678-02-01 07/14/2016 PRI(TST 5878) Physical Properties GAF-712-02-01 07/21/2016 PRI(TST 5878) Physical Properties GAF-778-02-01 10/13/2017 UL(TST 1740) Physical Properties 04NK12216 06/10/2004 M-D(CER 1592) HVHZ Compliance 15-0128.09 03/26/2015 UL,LLC.(QUA9625) Quality Assurance Inspection Report,R1306(MA) 11/10/2017 UL,LLC.(QUA9625) Quality Assurance Inspection Report,R6935(AZ) 10/12/2017 UL,LLC.(QUA9625) Quality Assurance Inspection Report,R6935(SC) 10/24/2017 4. PRODUCT DESCRIPTION: TABLE 1: GAF ROOF MAINTENANCE COATINGS&ACCESSORIES Brand Product Specification Use FireOutT"Fire Barrier Coating N/A Fire barrier FlexSealT"Caulk Grade Sealant TAS 139 Flashing/detailing FlexSealT"Sealant(formerly TOPCOAT®FlexSeal'.) TAS 139 Flashing/detailing EverGuard®TPO Base Coat or TPO Red Primer N/A Primer(TPO) XR-2000 Primer(formerly TOPCOAT®XR-2000 Primer) N/A Primer(coated metal) Acrylex 400 Multisurface Roof Primer(formerly Acrylex 400 GAF Primer) N/A Primer(masonry,metal,wood) Epoxy Primer(formerly United Coatings'.Epoxy Primer) N/A Primer(porous surfaces) SureBondPrimer(formerlyUnitedCoatings*"SureBondPrimeror N HydroStop®SureBond Primer) N/A Primer(masonry,chalky surfaces) UniBase Primer(formerly United Coatings"'UnlBose Primer orN/A Primer(BUR,modified bitumen, HydroStop®Sure-Bond Primer) previously coated surfaces) CleanAct Rinseable Primer N/A Primer(EPDM) NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 3 of 10 $ NEMoIetc. TABLE 1(CONTINUED): GAF ROOF MAINTENANCE COATINGS&ACCESSORIES Brand Product Specification Use Membrane ASTM D6083 Restorative coating Sky-Lite N/A Restorative coating Surface Seal SB ASTM D6083 Restorative coating Flashing Fabric N/A Reinforcement TOPCOAT® Flashing—Brush Grade TAS 139 Flashing MB Plus N/A Primer(asphaltic surfaces) MP-300 Rust-Inhibiting Primer N/A Primer Precote N/A Primer Surface Seal SB Primer N/A Primer Diathon®Base Coat N/A Restorative coating,base coat Diathon®Roof Coating ASTM D6083 Restorative coating Roof Mate'"Base Coat N/A Restorative coating,base coat Roof Matee'TCM Coating(formerly TOPCOAT®Membrane) ASTM D6083 Restorative coating Roof Mater"Top Coat(formerly Roof Mate"Coating) ASTM D6083 Restorative coating SurfaceSeal SB Roof Coating(formerly TOPCOAT®Surface Seal SB) ASTM D6083 Restorative coating Roof Mate"'Fabric N/A Reinforcement United Roof Mate"'Butter Grade Flashing N/A Flashing/detailing Coatings"' Roof Mate"'Liquid Fabric TAS 139 Flashing Roof Mate"'TCM Flashing(formerly Roof Mate'.Spray Grade TAS 139 Flashing Flashing or TOPCOAT®Flashing—Spray Grade) Roof Mate"'MB Plus Coating N/A Primer(asphaltic surfaces) Adhere-It®II Primer N/A Primer(EPDM) Lock-Down Primer N/A Primer(metal) United Cleaning Concentrate N/A Cleaning agent EnergyCote""Roof Coating N/A Touch-up(EnergyCap"'membranes) PremiumCoat°Foundation Coat N/A Restorative membrane,base coat PremiumCoat°Finish Coat ASTM D6083 Restorative membrane,top coat PremiumCoat°Fabric N/A Reinforcement HydroStop® TrafficCoat Deck Coating N/A Surfacing(non-skid) HydroCap Fastener Fabric(aka,HydroCap Fastener Covers) N/A Flashing/dealing(fastener heads) PremiumCoat®Butter Grade Flashing N/A Flashing/detailing BarrierGuard®Waterproofing N/A Primer(masonry) 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this Evaluation Report. Refer to a current Roofing Materials directory for fire classifications of roof assemblies using the components outlined herein. 5.4 GAF Roof Maintenance Coatings are not purported to be Roofing Systems,and use shall be governed by and limited to applications where Roof System Product Approval is not necessary (e.g., maintenance and repair or as a fire inhibitive coating)or where the GAF Roof Maintenance Coating is called out in a Roof System Product Approval. 5.5 The GAF Roof Maintenance Coatings are applicable for use over new or existing low-slope roof systems,as detailed in Section 6, and shall not be used atop prepared roofing; i.e., asphalt shingles, fiber-cement shingles, slate, tile, metal shingles,wood shingles or shakes. NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 4 of 10 NEMO I etc. 5.6 All products listed herein shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3 requirements. 6. INSTALLATION: 6.1 GAF Roof Maintenance Coating products shall be installed in accordance with GAF published installation instructions,subject to the Limitations in Section 5. 6.2 Prepare all surfaces in accordance with GAF published requirements. Remove all loose gravel, dirt, dust and any foreign matter that may inhibit adhesion of coating. Repair all blisters and delaminating membranes with like materials. 6.3 Prime the prepared existing roof surface as specified within the applicable application table below. 6.4 Apply base coat as specified within the applicable application table below. Allow 24 hours to dry and inspect base coat for defects prior to finish coat application. 6.5 Apply one or more finish coat(s) as specified within the application table below. Allow 24 hours to dry prior to foot traffic. TABLE 2: SUBSTRATES&APPLICATION RATES TOPCOAT"MEMBRANE COATING Primer Rate(gal/sq.) Substrate Product Product Rate(gal/sq.) Base Coat Top Coat(s) Galvanized Metal Roof Panel (Optional)TOPCOAT MP-300 1.0 TOPCOAT Membrane 1.0 to 1.5 1.0 to 1.75 Smooth BUR TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Membrane 1.0 to 1.5 1.75 Smooth APP TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Membrane 1.0 to 1.5 1.75 Granule SBS (Optional)TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Membrane 1.0 to 1.5 1.75 PVC(existing) None N/A TOPCOAT Membrane 1.0 1.5 TPO None N/A TOPCOAT Membrane 1.0 1.5 TABLE 3:SUBSTRATES&APPLICATION RATES TOPCOAT'SURFACE SEAL SB APPLICATION RATES Primer Rate(gal/sq.) Substrate Product Product Rate(gal/sq.) Base Coat Top Coat Smooth BUR (Optional)TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Surface Seal SB 1.0 to 1.25 1.75 Granule SBS (Optional)TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Surface Seal SB 1.0 to 1.25 1.75 Granule APP (Optional)TOPCOAT MB Plus 1.0 to 1.25 TOPCOAT Surface Seal SB 1.0 to 1.25 1.75 EPDM(fully adhered None N/A TOPCOAT Surface Seal SB 2 @ 0.5 gal/sq. 1.5 only) per coat TABLE 4: SUBSTRATES&APPLICATION RATES GAF FIREOUT''FIRE BARRIER COATING Primer Rate(gal/sq.) Substrate Product Product Rate(gal/sq.) Base Coat Top Coat None N/A GAF FireOut Fire Barrier Coating None 1.0 Wood Allow to dry completely prior to membrane installation. Consult a current Fire Resistance Directory for applicable fire ratings of roof systems installed atop GAF FireOut Fire Barrier Coating. NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 5 of 10 NEMO I etc. TABLE 5:SUBSTRATES&APPLICATION RATES UNITED COATINGS'"'ROOF MATE''TCM COATING Substrate Primer Base Coat Intermediate Coat Finish Coat (Optional)Acrylex 400 Multisurface Roof Roof Mate TCM (Optional)Roof Mate Roof Mate TCM Galvanized Metal Roof Panel Primer at 0.5 Coating at 1.0 TCM Coating at 1.0 Coating at 1.0 gal/square gal/square. gal/square. gal/square. Smooth or Granule Built-Up Roof Roof Mate MB Plus (Optional)Roof Mate Roof Mate TCM (BUR),Smooth or Granule SBS None Coating or Roof TCM Coating at 1.0 Coating at 1.0 modified bitumen or Granule APP Mate TCM Coating modified bitumen at 1.0 gal/square gal/square. gal/square. Smooth or Granule Built Up Roof Roof Mate MB Plus Roof Mate TCM Roof Mate TCM (BUR),Smooth or Granule SBS None Coating at 0.5 Coating at 1.0 Coating at 1.0 modified bitumen or Granule APP modified bitumen gal/square gal/square. gal/square. Smooth or Granule SBS modified SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate TCM bitumen or Smooth or Granule None Coating at 1.0 SB Roof Coating at 1.0 Coating at 1.0 APP modified bitumen gal/square gal/square gal/square SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate TCM Single Ply,EPDM None Coating at 1.0 SB Roof Coating at 1.0 Coating at 1.0 gal/square gal/square gal/square Roof Mate TCM (Optional)Roof Mate Roof Mate TCM Single Ply,PVC None Coating at 1.0 TCM Coating at 1.0 Coating at 1.0 gal/square. gal/square. gal/square. EverGuard®TPO Base Roof Mate TCM (Optional)Roof Mate Roof Mate TCM Single Ply,TPO Coat or TPO Red Primer Coating at 1.0 TCM Coating at 1.0 Coating at 1.0 at 0.5 gal/square gal/square. gal/square. gal/square. SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate TCM Single Ply,TPO None Coating at 1.0 SB Roof Coating at 1.0 Coating at 1.0 gal/square gal/square gal/square Roof Mate TCM (Optional)Roof Mate Roof Mate TCM Structural concrete None Coating at 1.0 TCM Coating at 1.0 Coating at 1.0 gal/square gal/square gal/square SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate TCM Structural concrete None Coating at 1.0 SB Roof Coating at 1.0 Coating at 1.0 gal/square gal/square gal/square TABLE 6: SUBSTRATES&APPLICATION RATES UNITED COATINGS'' ROOF MATE'"TOP COAT Substrate Primer Base Coat Intermediate Coat Finish Coat (Optional)Acrylex 400 Roof Mate Base Coat (Optional)Roof Mate Roof Mate Top Galvanized Metal Roof Panel Multisurface Roof Primer at Top Coat at 1.0 Coat at 1.0 0.5 gal/square at 1.5 gal/square gal/square gal/square Existing smooth Built Up Roof United Cleaning Concentrate Roof Mate Base Coat (Optional)Roof Mate Roof Mate Top in accordance with GAF Top Coat at 1.0 Coat at 1.0 (BUR) at 1.0 gal/square published instructions gal/square gal/square Smooth Built-Up Roof(BUR), Roof Mate MB Plus at (Optional)Roof Mate Roof Mate Top Smooth SBS modified bitumen or None Top Coat at 1.0 Coat at 1.0 1.0 gal/square Granule APP modified bitumen gal/square gal/square NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 6 of 10 ONEMO I etc. TABLE 6: SUBSTRATES&APPLICATION RATES UNITED COATINGSTM ROOF MATETM TOP COAT Substrate Primer Base Coat Intermediate Coat Finish Coat Smooth Built Up Roof(BUR), Roof Mate MB Plus at Roof Mate Top Coat at Roof Mate Top Smooth SBS modified bitumen or None Coat at 1.0 Granule APP modified bitumen 0.5 gal/square 1.0 gal/square gal/square Granule Built Up Roof(BUR)or Roof Mate MB Plus or (Optional)Roof Mate Roof Mate Top Granule SBS modified bitumen None Roof Mate Base Coat Top Coat at 1.0 Coat at 1.0 at 1.0 gal/square. gal/square gal/square Granule Built-Up Roof(BUR)or Roof Mate MB Plus at Roof Mate Top Coat at Roof Mate Top None Coat at 1.0 Granule SBS modified bitumen 0.5 gal/square. 1.0 gal/square gal/square Smooth or Granule SBS modified SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate Top bitumen or Smooth or Granule None Coating at 1.0 SB Roof Coating at 1.0 Coat at 1.0 APP modified bitumen gal/square gal/square gal/square Adhere-It II Primer or Clean (Optional)Roof Mate Roof Mate Top Single Ply,EPDM Act Rinsable Primer at 0.2 Roof Mate Base Coat Top Coat at 1.0 Coat at 1.5 gal/square at 1.0 gal/square gal/square gal/square SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate Top Single Ply,EPDM None Coating at 1.0 SB Roof Coating at 1.0 Coat at 1.0 gal/square gal/square gal/square Single Ply,existing CSPE United Cleaning Concentrate Roof Mate Base Coat (Optional)Roof Mate Roof Mate Top in accordance with GAF Top Coat at 1.0 Coat at 1.0 (Hypalon) at 1.0 gal/square published instructions gal/square gal/square Roof Mate Base Coat (Optional)Roof Mate Roof Mate Top Single Ply,PVC None Top Coat at 1.0 Coat at 1.0 at 1.0 gal/square gal/square gal/square EverGuard®TPO Base Coat Roof Mate Base Coat (Optional)Roof Mate Roof Mate Top Single Ply,TPO or TPO Red Primer at 0.5 Top Coat at 1.0 Coat at 1.0 gal/square at 1.0 gal/square gal/square gal/square SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate Top Single Ply,TPO None Coating at 1.0 SB Roof Coating at 1.0 Coat at 1.0 gal/square gal/square gal/square (Optional)Epoxy Primer at (Optional)Roof Mate Roof Mate Top 0.4 gal/square or Roof Mate Base Coat Structural concrete Top Coat at 1.0 Coat at 1.0 SureBond Primer at 0.4 at 1.0 gal/square gal/square gal/square gal/square SurfaceSeal SB Roof (Optional)SurfaceSeal Roof Mate Top Structural concrete None Coating at 1.0 SB Roof Coating at 1.0 Coat at 1.0 gal/square gal/square gal/square TABLE 7: SUBSTRATES&APPLICATION RATES UNITED COATINGSTM DIATHON®ROOF COATING Substrate Primer Base Coat Intermediate Coat Finish Coat Spray-Applied Polyurethane (Optional)Diathon Base One or two coats,Diathon Diathon Roof Coating at 1.0 Foam(SPUF) None Coat at 1.0 to 1.5 Roof Coating at 1.0 to 1.5 to 1.5 gal/square gal/square gal/square per coat. NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 7 of 10 NEMO I etc. TABLE 8: SUBSTRATES&APPLICATION RATES UNITED COATINGS''SURFACESEAL SB ROOF COATING Substrate Primer Base Coat Intermediate Coat Finish Coat Smooth or Granule SBS modified Surface Seal SB Roof (Optional)Surface Seal SB Roof Surface Seal SB Roof bitumen or Smooth or Granule None APP modified bitumen Coating at 1.0 gal/square Coating at 1.0 gal/square Coating at 1.0 gal/square Single Ply,EPDM None SurfaceSeal SB Roof (Optional)SurfaceSeal SB Roof SurfaceSeal SB Roof Coating at 1.0 gal/square Coating at 1.0 gal/square Coating at 1.0 gal/square Single Ply,TPO None SurfaceSeal SB Roof (Optional)SurfaceSeal SB Roof SurfaceSeal SB Roof Coating at 1.0 gal/square Coating at 1.0 gal/square Coating at 1.0 gal/square Structural concrete None SurfaceSeal SB Roof (Optional)SurfaceSeal SB Roof SurfaceSeal SB Roof Coating at 1.0 gal/square Coating at 1.0 gal/square Coating at 1.0 gal/square TABLE 9: SUBSTRATES&APPLICATION RATES HYDROSTOP®PREMIUMCOAT® Substrate Primer Base Coat Reinforcement Finish Coat(s) Required at seams,joints or laps: Embed HydroStop PremiumCoat Fabric into the wet HydroStop PremiumCoat Foundation Coat base coat,with minimum 4"wide seams. HydroStop (Optional)Acrylex HydroStop Exposed fasteners:Embed 6x6-inch piece of PremiumCoat Galvanized PremiumCoat 400 Multisurface HydroStop PremiumCoat Fabric or HydroStop Finish Coat,two Metal Roof Foundation Coat Roof Primer at 0.5 HydroCap Fastener Cap into the wet HydroStop or more coats at Panel at 1.25 gal/square PremiumCoat Foundation Coat base coat. 0.75 gal/square gal/square. Saturate the HydroStop PremiumCoat Fabric and per coat. HydroStop HydroCap Fastener Caps with HydroStop PremiumCoat Foundation Coat applied at a minimum rate of 1.25 gal/square. Granule Built-Up HydroStop Embed HydroStop PremiumCoat Fabric into the wet HydroStop Roof(BUR)or HydroStop PremiumCoat Foundation Coat base PremiumCoat PremiumCoat Smooth or None Foundation Coat coat,with minimum 4"wide seams,and then Finish Coat,two Granule SBS saturate the HydroStop PremiumCoat Fabric with or more coats at at 1.25 modified HydroStop PremiumCoat Foundation Coat applied 0.75 gal/square gal/square. bitumen at a minimum rate of 1.25 gal/square. per coat. HydroStop Embed HydroStop PremiumCoat Fabric into the wet HydroStop PremiumCoat HydroStop PremiumCoat Foundation Coat base PremiumCoat Single Ply,PVC None Foundation Coat coat,with minimum 4"wide seams,and then Finish Coat,two at 1.25 saturate the HydroStop PremiumCoat Fabric with or more coats at gal/square. HydroStop PremiumCoat Foundation Coat applied 0.75 gal/square at a minimum rate of 1.25 gal/square. per coat. HydroStop Embed HydroStop PremiumCoat Fabric into the wet HydroStop EverGuard®TPO HydroStop PremiumCoat Foundation Coat base PremiumCoat PremiumCoat Single Ply,TPO Base Coat or TPO Foundation Coat coat,with minimum 4"wide seams,and then Finish Coat,two Red Primer at 0.5 at 1.25 saturate the HydroStop PremiumCoat Fabric with or more coats at gal/square HydroStop PremiumCoat Foundation Coat applied 0.75 gal/square gal/square. at a minimum rate of 1.25 gal/square. per coat. HydroStop Embed HydroStop PremiumCoat Fabric into the wet S ra A lied PremiumCoat HydroStop PremiumCoat Foundation Coat base HydroStop p y pp coat,with minimum 4"wide seams,and then PremiumCoat Polyurethane None Foundation Coat Foam(SPUF) at 1.25 saturate the HydroStop PremiumCoat Fabric with Finish Coat at gal/square. HydroStop PremiumCoat Foundation Coat applied 1.25 gal/square. at a minimum rate of 1.25 gal/square. NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 8 of 10 ( NEMoIetc. TABLE 9: SUBSTRATES&APPLICATION RATES HYDROSTOP®PREMIUMCOAT® Substrate Primer Base Coat Reinforcement Finish Coat(s) (Optional)Epoxy HydroStop Embed HydroStop PremiumCoat Fabric into the wet HydroStop Primer at 0.4 PremiumCoat HydroStop PremiumCoat Foundation Coat base PremiumCoat Structural gal/square or Foundation Coat coat,with minimum 4"wide seams,and then Finish Coat,two concrete SureBond Primer at at 1.25 saturate the HydroStop PremiumCoat Fabric with or more coats at 0.4 gal/square gal/square HydroStop PremiumCoat Foundation Coat applied 0.75 gal/square at a minimum rate of 1.25 gal/square. per coat. Treatment: HydroStop Embed HydroStop PremiumCoat Fabric into the wet HydroStop BarrierGuard,two HydroStop HydroStop PremiumCoat Foundation Coat base PremiumCoat Structural coats at 0.67 PremiumCoat coat,with minimum 4"wide seams,and then Finish Coat,two Foundation Coat concrete gal/square per coat at 1.25 saturate the HydroStop PremiumCoat Fabric with or more coats at Primer(Optional): gal/square HydroStop PremiumCoat Foundation Coat applied 0.75 gal/square SureBond Primer at at a minimum rate of 1.25 gal/square. per coat. 0.4 gal/square 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Brand Products Location SureBond Primer Charleston,SC Acrylex 400 Multisurface Roof Primer, Epoxy Primer,SureBond Primer, Phoenix,AZ GAF UniBase Primer FireOut" Fire Barrier Coating, FlexSeal'"Caulk Grade Sealant, FlexSealTM Walpole, MA Sealant, EverGuard®TPO Base Coat or TPO Red Primer,XR-2000 Primer TOPCOAT® Membrane,Sky-Lite,Surface Seal SB, Flashing Fabric, Flashing—Brush Grade, Walpole,MA MB Plus, MP-300 Rust-Inhibiting Primer, Precote,Surface Seal SB Primer Diathon® Base Coat, Diathon® Roof Coating, Roof MateTM Base Coat, Roof Charleston,SC Mate"Top Coat, Adhere-It®II Primer Fountain Inn,SC United Cleaning Concentrate Olympia,WA United Diathon® Roof Coating, Roof MateTM Base Coat, Roof Mate'Top Coat, Roof Phoenix,AZ CoatingsTM MateTM Butter Grade Flashing, EnergyCoteTM Roof Coating Lock-Down Primer Richmond, MO Roof Mate' Fabric, Roof MateTM Liquid Fabric Spartanburg,SC Roof MateTM TCM Coating,SurfaceSeal SB Roof Coating,Roof MateTM TCM Walpole, MA Flashing, Roof Mate' MB Plus Coating, NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 9 of 10 NEMO I etc. Brand Products Location PremiumCoat°Foundation Coat,TrafficCoat Deck Coating,BarrierGuard® Charleston,SC Waterproofing CleanAct Rinseable Primer Fountain Inn,SC HydroStop® PremiumCoat°Foundation Coat, PremiumCoat° Finish Coat, PremiumCoat® Phoenix,AZ Butter Grade Flashing PremiumCoat°Fabric, HydroCap Fastener Fabric(aka, HydroCap Fastener Spartanburg,SC Covers) 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (847)664-3281 -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 01506.01.09-CAC-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL620-R17 GAF Roof Maintenance Coatings;(800)766-3411 Revision 16:06/19/2018 Page 10 of 10 1.2E-3 Ai 1 - 0330 SEMCO ' SOUTHEASTERN METALS 5-V CRIMP Panel Detail Manual OFFICE COPY Custom cut to the inch Wide variety of colors for both panels and flashings Complete line of accessories Technical support Service 800.874.0335 • GIBRALTAR INDUSTRIES ,,, 5,4 SEMCO SOUTHEASTERN METALS Table of Contents Important Information 2 Installation Information 4 Technical Information 5 Trims and Flashings Illustration ... ... 6 Roofing Installation Details Fascia Cover(FC-5/FC-7/FC-9) 8 Eave Drip(ED-1) 9 Eave Flashing (EF-3) 10 Preformed Valley(PV-1/PV-2) 11 End Wall Flashing (EW-1) 12 Side Wall Flashing (SW-1) 13 Transition Flashing (TF-1) 14 Gambrel Flashing (GF-1) 15 Gable Rake (GR-2) 16 Gable Rake(GR-4) 17 High Side Eave (HS-2).... 18 Hip Cap (RC-2) 19 Ridge Cap (RC-3) 20 Ridge Cap (RC-8) 21 Vented Ridge with Venturi Vent 22 Vented Ridge with Miami Dade Profile Vent 23 Pipe Boot 24 Fastener Guide 25 Sealants and Accessories 26 Helpful Formulas 27 Flashing Angle Specifier Chart 28 U' 1 n mit•B Nu \ SEMDi� SOUTHEASTERN METALS Important Information Miami-Dade County and Local Code Compliance Southeastern Metals'26 Gauge 5V-Crimp products are Finishes Miami-Dade County approved and comply with the 40-year warranted SemCoat Plus is a fluoroceram most recent testing requirements. Contact our techni- premium coating manufactured by BASF/Morton cal department for a copy of our current Miami-Dade International Inc.It contains 70%Kynar 500 or Hylar County NOA compliance report if one is required for 5000 PVDF resin over Galvalume ASTM-A792 your purposes. structural steel grade 50. Building codes for metal roofing applications vary 35-year warranted SemCoat SP is a siliconized poly- by county and project. For information regarding ester premium coating applied to a galvanized steel pertinent building code requirements and ordinances, substrate coated with zinc(G90). This finish consists contact your local building code organization. of a primer coat top and bottom and the primary Southeastern Metals acts only as the seller of roof- color applied to the top of the panel. ing materials and has no control of the application Panels are also available in 25-year warranted of materials or the conditions under which they are Acrylic coated Galvalume ASTM-A792 structural applied. A registered engineer or architect of record steel grade 50 and non-warranted hot dipped G-90 for the project assumes the responsibility of detailing galvanized mill finish. Please note,acrylic coated the applications. Galvalume panels may not weather uniformly after installation.This is not a defect in the product or a Warranties cause for rejection.If non-uniform weathering is a Acrylic coated Galvalume panels are warranted not concern,Southeastern Metals recommends selection to perforate due to red rust for a period of 25 years of a color-coated panel. provided the project installation meets the limitations detailed in Southeastern Metals'warranty document. Colors For full warranty coverage,panels must be installed For panel color selection,please refer to the more than one mile from an aggressive environment Southeastern Metals Metal Roofing Color Chart. such as,but not limited to,salt water.Those projects within a 1/2 mile to one mile proximity of an aggres- Job Estimating and Takeoffs sive environment are covered by a five-year warranty. Southeastern Metals offers this valuable service at Due to the characteristics of the coating,cosmetics no charge.In order to complete estimation requests, cannot be controlled and are not covered by the it is absolutely necessary that Southeastern Metals warranty. be furnished with detailed,accurate information and 35-year SemCoat SP panels are warranted against drawings regarding the project prior to assistance. paint peel,check,chip,or crack resulting from a Southeastern Metals can assist customers in deter- manufacturer's defect for a period of 35 years from mining the amount and length of material required the date of invoice provided the project installation for the project,but it is the customer's responsibil- meets the limitations detailed in Southeastern Metals' ity to review and field verify the material required SemCoat SP warranty document. For full warranty to complete the project.Southeastern Metals will coverage,panels must be installed more than one not be held accountable for incorrect lengths and mile from an aggressive environment such as,but not quantities. Prior to ordering and installing materials, limited to,salt water.Those projects located within a CLall dimensions should be verified by field 1/2 mile to one mile proximity of an aggressive measurements. environment are covered by ten year warranty. Excessive,non-uniform chalk and fade are covered •— Job Site Delivery Available for the first 10 years. The job site delivery disclaimer must be completed uto use this service. 1 In 2 \ SEMDTM SOUTHEASTERN METALS 40-year SemCoat Plus panels are warranted against Cancellations paint peel,check,chip,or crack resulting from a Southeastern Metals will honor cancellation prior to manufacturer's defect for a period of 40 years from manufacturing. Any order which has already been the date of invoice providing the project installation manufactured is the property of the purchaser. meets the limitations detailed in Southeastern Met- als'SemCoat Plus warranty document. Claims All claims of shortage,damage,etc.must be made Delivery,Handling and Storage within 48 hours of the date of receipt.Claims must be Proper care in storing and handling metal panels accompanied by a copy of the bill of lading verified by is essential in providing you with years of service. the shipper which must indicate shortages or damages Panels should be installed immediately to prevent as received. Southeastern Metals can not honor short- storage oxidation or paint peel.Any panels not im- age or damage claims on freight carriers unless the mediately installed must be kept dry and stored in carrier's paperwork is duly noted. an indoor area.Extreme caution should be taken in order to prevent moisture penetration of the stack(s) Disclaimer by rain,snowfall or condensation.Condensation The information contained in this product manual is is moisture that accumulates naturally from the subject to change without notice.Southeastern Metals change in temperature of the material nested in a reserves the right to discontinue or modify products stack where adequate ventilation has been restrict- and installation methods at any time without notice ed. and incurring no obligation.Contact Southeastern Store the panels off the ground,on wooden blocks Metals to obtain the latest information. with one end slightly elevated. Cut banding to allow 5V-Crimp metal roofing panels are prone to oil canning, the stack to expand and allow a small amount of a wavy distortion in the flat or nearly flat area of the ventilation.Cover the stack with loose canvas tarp or panel. Oil canning will not be considered a reason for waterproof paper.Covering should be placed over rejection or claim. the stack but never tightly secured to the ground to Throughout this product manual each panel series is allow air flow.Do not cover metal with plastic as this specified per Southeastern Metals recommended use can create condensation. and application of these products.The use of these products should not vary from these recommendations Safety Precautions or should not be applied using another manufacturer's It is the responsibility of the buyer to ensure the safe specifications or guidelines.If you have any questions installation of these product systems.Metal panels about any of the products and their appropriate appli- have sharp edges,therefore protective clothing cations,please call Southeastern Metals. and gloves should be utilized.To prevent eye injury, safety glasses must be worn when drilling or cutting steel panels.Steel panels can become slippery when NOTICE:The application details are for illustration wet. Use extreme care when walking on any roofing purposes only. These details may not be suitable for panel. Proper underlayment is necessary to prevent all building designs or conditions.Projects should be fall-through.Plywood is recommended on all non- engineered to confirm to building codes,regulations, structural panel applications. Do not work on steel and industry practices which are applicable.Consult panels when wet or when weather conditions are Southeastern Metals for any additional information not UI not suitable for safe installation. outlined in this manual. Southeastern Metals recommends all installers comply with the Florida Fall Protection Act,all OSHA /+ (Occupational Safety&Health Administration) I 1 requirements(#3146,dated 1995),and any other mit • applicable safety rules or laws. 3 3 SEMIDTM SOUTHEASTERN METALS Installation Information Metal roofing can also be separated from the moisture barrier by optional 1"x 3"battens as furring,spaced a Panel maximum of 16"on center and fastened according to our recommended application details. CAUTION:Direct There are three critical measurements involving roof contact between pressure treated lumber and metal panels:the length required at the eave,the peak end roofing must be avoided to prevent corrosion. and the amount of panel lap(if required).In each case a certain measurement is required.Check each Metal Roofing Fire Resistance Ratings measurement to ensure panel placement gives you Southeastern Metals'metal roofing panels have been ana- the distance required at the eave,peak and endlap lyzed for fire resistance ratings according to test criteria condition(if required).In most cases any variance can set forth by Underwriters Laboratories"Standard Fire Tests be taken out at the eave and peak. of Building Construction and Materials"(ANSI/UL 263),and Accessories ASTM E119 and NFPA 251. This publication details the standard line of trims The fire resistance rating is for the total assembly and not and accessories for 5V-Crimp roofing applications. just the external metal roofing panels.In general,the test Additional trims,including custom accessories,are criteria is to evaluate the assemblies ability to continue to available upon request. support the imposed loads and to resist the passage of flame,high temperature,or hot gasses which will ignite Substrate combustible sub-assembly,framing,or decking materials In residential applications,Southeastern Metals' from an exterior source. For detail information on specific recommends the use of minimum 15/32 plywood assembly ratings see the UL Fire Resistance Directory. or 7/16 OSB decking. In addition,we specify a 30# felt be installed in accordance with local building Attaining a class"A"or"B"fire rating requires the code requirements to control condensation. NOTE: installation of one of the following a minimum'/a"thick Southeastern Metals does not recommend the use of Georgia Pacific"Dens Deck";a minimum 4mm thick Partek square headed cap nails. If tin tabs are used to secure Insulation's,Inc."Roctex";a minimum 52'h#Elks"Versa the 30#felt to the decking material,Southeastern Shield";a minimum 5/8"water resistant type X gypsum Metals' recommends a separation sheet of 15#felt or sheeting with treated core and facer;or any other product rosin paper be used over the 30#felt,applied in the with a current product approval-over the combustible same direction as the panels. If the building param deck prior to installing the metal roofing panels. eters differ from those stated in the manufacturer's Trimming and Cutting Steel Panels recommended fastening schedule,specific fastening Whether cutting with the profile(length-wise)or across calculators must be computed by the engineer of the panel(width wise),it is best to use an electric nibbler, record. shears or hand tin-snips. It is very important to cut panels Metal Re-Roofing Over Shingles one at a time with the finish side of the panel facing down Southeastern Metals'metal roofing panels may be on wood blocks. Care should be taken to ensure that the installed over existing asphalt shingles,provided the hot metal particles and filings from cutting and securing roof decking integrity has been confirmed to be free the panel do not become embedded in the panel. of any moisture decay that would prevent un-level- ness or fastener pull out capacity. NOTE:Ordinances CAUTION: Filings from screw and panel cuttings must regarding roofing applications over existing shingles be cleaned off the panel after screws have been applied vary by county and state. Check your local building through the panel to avoid rust marks or"bleeding"on code organization for more information. the panels. Failure to comply with the above procedures The panels may be applied directly over one layer of relieves Southeastern Metals,and its parent company, existing shingles,provided a separation sheet is Gibraltar Industries,of responsibility for any resulting • installed on top to the shingles. We require a damage to,or deterioration of the finish and voids any L minimum 30#felt installed in the same direction as paint or finish warranty. uthe panels. 1 In 4 „ ,, SOUTHEASTERN METALS Technical Information 5V-Crimp Panel Testing Data and Specifications Accelerated Testing of coating 2000 hours per ASTM G23. Salt Spray testing of coating 1000 hours per ASTM B1 17. Fire Testing per ASTM E108 or UL790. ,. Wind Driven Rain Test per TAS 100. Code Approvals ' ' UL Fire Resistance Directory#R20735 UL Maximum Design Pressure Listing#R20735 Miami Dade Code Approval NOA#07-0815.06 Florida Building Code Approval #FL-11931.1 (26 Gauge) #FL-11937.1 (29 Gauge) Profile Detail Sidelap Detail I-I — 24'Coverage 0./.mo . tl,,f 'I Anti-Siphon Channel Recommended Fastening Schedule Maximum Tested Design Pressures 1.2,3,4 Plywood/OSB Decking Min.15/32”outside Miami-Dade Field Perimeter and Corners Min.19/32"in Miami-Dade Zone 1 Zone 2 and Zone 3 Maximum Design Pressure -67.25 psf -67.25 psf -93.5 psf -154.75 psf s Maximum Fastener Spacing 16"on center 16"on center 12"on center 8"on center 1.Extrapolation and rational analysis by a Florida Licensed Architect or Structural Engineer is allowed outside the Miami-Dade HVHZ compliance area. 2. Extrapolation and rational analysis shall not be allowed above the maximum tested design pressures within the Miami-Dade HVHZ com- pliance area. 3. Interpolation is allowed between Field and Perimeter&Corner test pressure values. 4. For corresponding wind speeds,refer to table 1609.6.2.1(2)of the Florida Building Code. 5.The stated design pressure can only be achieved by using 19/32"Plywood or OSB decking. Roof Zones O.C.Spacing and Fastening Detail Zone 2 a, - - Ta - _11°` 14.11 Zone 2—+ Zone 1 - _—____ Zone 2 Ridge -154.75 psf V 1 Zone 3--. a Zone 2--. Zone 1 4—Gable C Zone 2 I.t-Zone3 LEave For eaves,ridges and valleys -935 psf i -6725 psf ^ Note:Dimension(a)is defined as 10%of the minimum Al At ,�1 width of the building or 40%of the mean height of the `- "�` �,�1 —• roof,whichever is smaller,however,(a)cannot be less than For all intermediate purlins or plywood - 3 psf either 4%of the minimum width of the building or 3 feet. 1_Code Approval numbers may have changed once publication.For the most recent code approval numbers,contact Southeastern Metals'Tec h incal Department or refer to the appropriate code as ency 5 „ SEMCOJ SOUTHEASTERN METALS 0 Tams & /I4 Flashings ..”......, AN FF Y fl / 6 lig ION 1■ S ■■ 5 , . ■■ ,iii Q4///////P/ / / ////// ( L _ _ or II NN t► riI ' , J ) 1 .` N. '' ` r 4 vg;:. - —� rte:N 0 ? 0 0 ______ / Eave Drip/Eave Flashing Ridge Cap Transition Flashing ED-1/EF-3 RC-3 TF-1 13. E © 0 0 - /V 1 > End Wall Flashing Ridge/Hip Cap Gable Rake L ED-1/EF-3 RC-2 or RC-8 GR-2/GR-4 5.44 SEMCCr SOUTHEASTERN METALS ///4\1\ Aimmimmmummiomor,7- 11 , , (..... \1/4 _ ,_ r____ r___ r--- r ir r r vi,,---*._ 0 ...„111, ,;. I I I ' ; - ti� rA y 0 0 Preformed Valley Gambrel Flashing Pipe Boot PV-1 or PV-2 GF-1 0 CD *See Page 26 for accessories used when installing these trims and / flashings. J *Additional and custom trims are Side Wall Flashing Fascia Cover available. Please call Techinical SW-1 FC-5/FC-7/FC-9 support for more information. • r, SEMCC1 SOUTHEASTERN METALS Fascia Cover FC-5/FC-7/FC-9 (1 o'Lengths) Eave Drip or Eave Flashing Decking Fastener 3 by others FC-5/FC-7/FC-9 Fastener by others Item Fascia Size "A" CL-4 FC-5 2"x 6" 5" FC-7 2"x 8" 7" FC-9 2"x 10" 9" Component Details Cleat CL-4 CL 4— l ,a' ► FC-5 „A„ in- FC-7 .— FC-g 72. V Hem 21/2" 8 \ SEMCDN SOU I FiLAS I EKN Mt[ALS Eave Drip ED-1 (10'Lengths) #9 x 1-1/2"Screw Butyl Sealant Tape Inside Closure #30 Felt min. 5V-Crimp Panel \ j 010 , ,///1 014 �/�� ED-1 1111111111 Component Details ED-1 * - 23/4" - • • 5/8" U' zin° C I n ,/, 5/8" IMO• \i/v/ 3 3/8/ *See page 28 for angle specification 13 9 SEMCO SOUTHEASTERN METALS Eave Flashing EF-3 (10'Lengths) #9x1-1/2"Screw Butyl Sealant Tape Inside Closure #30 Felt min. 5V-Crimp Panel *.a1.0 0s4T- ,,////:////////Av 1"max.overhang ► c ,�,',/z at eave = ' EF-3 > 111 111111111 Component Details EF-3 CL 2" •_, /1\5/8• V \'/ 1 1/2" See page 28 for angle specification 10 \ SEMCDE SOU 1 HbAS I ERN Ml [ALS Preformed Valley PV-1 /PV-2 (10'Lengths) Inside Closure Inside Closure #30 Felt min. 5V-Crimp Panel `#9 x 1-1/2"Screw � � PV 1/PV 2411111%:-kift*/4------------6" larisiosir ® Butyl Sealant Decking Component Details PV-1 - Unhemmed* PV-2 - Hemmed* Ui ,ar �, IOP mit _. 3 *See page 18 for angle specification 73 11 5,4 SEMCD SOUTHEASTERN METALS End Wall Flashing EW-1 (1 O'Lengths) Tube Sealant ////7 ..., /I. , ,.-..1,, Fastener by others CF-3 , , #30 Felt min. 7 EW-1 5V-Crimp Panel #9 x 1-1/2"Scn Ouside Closure 11 ' .41 Decking Surface mounting requires use of Counter Flashing(CF-3) Component Details EW-1 • CF-3 7 iffy t 135° CL13/8' f E . I 135' OM I • i \./4*,) V �/ ti/1!P \\ /3/4• Lill ,'(See page 28 for angle specification 12 5,, SEMCO + soul HEAS I ERN ME IALS Side Wall Flashing SW-1 (1 o'Lengths) •-- sw-1 #30 Felt min. 5V-Crimp Panel / #9 x 1-1/2"Screw ni Butyl Sealant Tape `3 T. ,"////,://://////,///ix,///'/, 1 , //, / / / „/ // /i-___ /////,,,/,/,////://i/e///,,,,,/,///////,,,; ,,,o,//////://2„//,,,/,////////://///;;;;;,,/,;/....„ Surface mounting requires use of Counter Flashing(CF-3) Component Details sw-i 3 3/8" Ui 1 1/16' C • 135' 135mit °` 31/T �, �• • -*I 1/2' . 3 3, 13 5,,, SOUTHEASTERN METALS Transition Flashing TF-1 (10'Lengths) 41110:44 5V-Crimp Panel 4� 4, , Inside Closure ' , T TF 1 #30 Felt min. #9 x 1-1/2"Screw Butyl Sealant �� Outside Closure 04W is, '140Decking �� ' o 4.40,4* Component Details TF-1 /..._____ ______ CL E 71/4' 7.Varies • .......) V --------- ----- /. 6" I L *See page 28 for angle specification 14 5,ASEMCCE SOU 1 HEAS I El-2N NIL IALS Gambrel Flashing GF-1 (10'Lengths) 5V-Crimp Panel #9 x 1-1/2"Screw Inside Closure III rap ■ #30 Felt min.ar____ e:Is Decking � GF-1 ' , 5V-Crimp Panel Butyl Sealant 444 \ Outside Closure Nog *AI, Nk NIEFFININNM Component Details aIIIIIIIPRIIIIIIIIIIIIIP • GF-1 . U, C \Varies` ' I rt —'I 1n°I.-- mit • 3 "See page 28 for angle specification IV 15 SEMCO SOUTHEASTERN METALS Gable Rake GR-2 (1O'Lengths) #30 Felt min. GR-2 5V Crimp Panel #9 x 1-1/2"Screw Butyl Sealant Tape Outside Closure N;nni ii;in,,an niu. Component Details GR-2 \I 411,16' .I 1 me r 4nn6' • V 3,4.1 , 1 1n6' 16 ., 5,4 SEMCO SOU I HERS I ERN ME=IALS Gable Rake GR-4 (1 0'Lengths) 5V-Crimp Panel #9 x 1-1/2"Screw #30 Felt min. Butyl Sealant Tape ILA \ /\./\ , ' - 1:// /////////////7/ 77,/,//:/://',//////: /,/ Y gliIIIIIIpII,I,I/!h- Component Details G R-4 3 1 16' -- .-* pis„ —'I12I\ Ui 3" n .., , y _• 3 IMO 17 SEMCO' SOUTHEASTERN METALS High Side Eave HS-2 (1 o'Lengths) -Outside Closure HS-2 7 #9 x 1-1/2"Screw #30 Felt min. -0.1111 5V-Crimp Panel , IMMUMVAUM Decking Component Details H S-2* �\ 3 7/8' 3 7/8' •_ 3/8' V 1n• See page 18 for angle specification 18 5.A SEMCIa SOU I HEAS I ERN ME I ALS Hip Cap RC-2 (10'Lengths) RC-2 Option 1 / #30 Felt min. 5V-Crimp Panel #9 x 2-1/2"Screw Universal Closure i iPP i fie, Decking41444%* / /...,\ Butyl Sealant 4 Option 2 `Rc z 6"Seal Tape ,!/ #9 x 2-1/2"Screw #30 Felt min. 5V-Crimp Panel j 1 lir \\ Iit „,./1.---'1,1,000 Decking 441INIL iiii Component Details RC-2 4I R. 136° Ul 135 /' 3 8" i .., ....• ...A\ r 19 5.4\ SEMD + SOUTHEASTERN METALS Ridge Cap RC-3 (10'Lengths) i— RC-3 / Outside Closure #30 Felt min. /f #9 x 1-1/2" Screw \ _ 5V-Crimp Panel t-11rz'—). />� Max. 400 4114644% Decking Butyl Sealant Butyl Sealant Component Details RC-3 \ 1 1/4' radius 1 3/4" 1 CL \--135a 2 7/S' '---------,._:1 14" 135° j •NM - L J' 135° �\ V lin 20 5,4 SOU I HEAS I ERN Mt IALS Ridge Cap RC-8 (1 o'Lengths) rRC-8 #30 Felt min. #9 x 1-1/2" Outside Closure Screw * ,�� 5V Crimp Panel F1 1/2*-).`i Max. 444': `` ibp 4.01 Butyl Sealant Decking 44/W4.ftii, 001010k Component Details RC-8* 63/8' Ul C I n =. \ \._ „lir 3 See page 28 for angle specification 73 21 5,,, SEMCDE SOUTHEASTERN METALS Vented Ridge with Venturi Vent JC-6 RC-8 Venturi Vent #9 x 2-1/2" Screw Outside Closure 5V Crimp Panel mn. i \At 14- 1/4/ .*:;,:roi. ice_ Decking #30 Felt min. Component Details RC-8 * 6 i 8 _ p__., •,...L J Channel -JC-6 j , __ V v lir I— 7/8" 1 ; 41/2` -- 1 1 *See page 28 for angle specification 22 5,4 SEMCO ' SUU I HI_AS I LHN Mt[ALS Vented Ridge with Miami Dade Profile Vent 1 RC-8 #30 Felt min. 5V-Crimp Panel #9 x 1-1/2"Screw Profile Vent • Decking •-% r �4;�'`ses�S�''��. r: min. ,,ftip. .: '''47 If/ / , „ , Component Details RC-8 * 63re• VI C n mit•3 "See page 28 for angle specification 73 23 5\ SEMD ' SOUTHEASTERN METALS Pipe Boot Ventilation Pipe Silicone Sealant Around Cut of Boot(optional) Pipe Boot 141111111, /AI" 1-1/2'Screws Spaced 1'Around Base of Pipe Boot Note Butyl sealant tape undo base of Pipe Hoot Component Details 0 41=0 r r �� •_. Standard Zipper Flashing Pipe Boot Pipe Boot Pipe Boot 24 SEMC04 SOU 1 HEA5 I bKN ME !ALS Fastener Guide Fastener Size Finish Application Woodscrew #9 - 1 1/2" Painted Fastening galvanized based panels or trims to #9 - 1 1/2" Mill Finish a wood substrate Woodscrew #9 -2 1/2" Painted Fastening galvanized ViRWASSUMWOMUSWiTaiWbased panels or trims to #9 -2 1/2" Mill Finish a wood substrate Woodscrew 7—.- r r r #9 - 1 1/2" Painted Fastening galvalume !�!'�!�* $* #9 - 1 1/2" Mill Finish or galvanized based panels or trims to a wood substrate Woodscrew �— #9 -2 1/2" Painted Fastening galvalume Ii********** 10* #9 -2 1/2" Mill Finish or galvanized ba sed panels or trims to a wood substrate vi wit 3 25 5,4 SEMCO,.. SOUTHEASTERN METALS Sealants and 1 es 3 N 1 1 1 A C 1-1� U i <, , ,,,,,4 Hip Sealant Tape Butyl Sealant Tape Tube Sealant in C'7 „sr" .. .....--„„ , .7 440,- PAINT Venturi Vent Profile Vent Touch Up Paint CL 4W / EInside Outside Universal •_ L Closure Strip Closure Strip Closure Strip V I lin 26 5,4 SEMCOT" SUU I REAS I ERN ME IALS Helpful Formulas Roof Calculator Height=1/2 Span x Rise/Run(common run) Height=Span x Pitch Rise Multiply LF of Hips or Decimal Slope=Common Run x Factor and Run Flat Area Valleys per LF of Fraction by Common Run of a Foot Inch Fraction 2 in 12 1.041 1.424 1" .083 4 3 in 12 1.031 1.436 2" .167 4 in 12 1.054 1.453 3" .250 S in 12 1.083 1.474 4" .333 I Run 6 in 12 1.118 1.500 5" .417 Span 7 in 12 1.158 1.530 6" .500 8 in 12 1.202 1.564 7" .583 Triangle 9 in 12 1.250 1.600 8" .667 10 in 12 1.302 1.641 9" .750 Area= 1/2xBxH 11 in 12 1.357 1.685 10" .833 12in12 1.413 1.732 11" .917 A=C2-B2=H 12" 1.00 B=C2-A2=Run C=A2+B2=Slope C A Rise o Angle Run B a` co45 Degrees 12/12 N b0 42.50 Degrees 11/12 39.75 Degrees 10/12 �O 36.75 Degrees 9/12 033.75 Degrees 8/12 30.25 Degrees 7/12 ,id 26.50 Degrees 6/12 tin 22.75 Degrees 5/12 C I 2o° 18.50 Degrees 4/12 14.90 Degrees 3/12 n 10° 9.50 Degrees 2/12 • 4.75 Degrees 1/12 mit3 0.0 Degrees Flat IV 27 \ SEMD SOUTHEASTERMETALS Flashing Angle Specifier Chart Profile/Flashing * 1:12 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 Ridge Cap 135° 170° 161° 152° 143° 135° 127° 120° 113° 106° 100° 95° 90° Hip Cap 148° 173° 166° 160° 154° 148° 143° 138° 133° 130° 126° 123° 120° Pre-formed Valley 136° 172° 162° 152° 144° 136° 128° 120° 114° 108° 104° 98° 90° L High Side Ridge 67° 87° 81° 76° 71° 67° 63° 60° 56° 53° 50° 47° 45° Eave Flashing 90° 94° 99° 104° 108° 112° 116° 120° 123° 126° 128° 132° 135° 4 End Wall Flashing 112° 94° 99° 104° 108° 112° 116° 120° 123° 126° 128° 132° 135° v2.7 Eave Drip 90° 94° 99° 104° 108° 112° 116° 120° 123° 126° 128° 132° 135° qj Gambrel Flashing V CA To calculate the required pitch(X°),use the following equation: X° 180°-(A°-B°)=Gambrel Flashing pitch(X°) a Transition Flashing LX° To calculate the required pitch(X°),use the following equation: U 1-1.- _ B 180°-(A°-B°)=Transition Flashing pitch(X°) 1 L *Default Pitch unless otherwise specified 28