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1200 TULIP ST ROOF22-0049 revision product data 9-15-22 L� Revision Request/Correction to Comments **ALL INFORMATION S s r,,, HIGHLIGHTED IN " City of Atlantic Beach Building Department ? GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 _ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I`OOF L e-004(1 C4 ( cs(ZZ____ f!'I Revision to Issued Permit OR Corrections to Comments Date:09/14/2022 Project Address: 1200 Tulip Street Contractor/Contact Name: Jim Jessup/Ready Roofing. LLC. Contact Phone: (904)607-5283 Email: bruce@readyroofingjax.com 35)*-(0014- 3;76 Description of Proposed Revision/Corrections: Re-submitting the correct Fl Product Approval #'s along with installation instructions Jim Jessup/Ready Roofing, LLC. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo ❑Yes (additional s.f. to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? "No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) LI Approved — Denied . Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 Building Permit Application City of Atlantic Beach Building Department **ALL INFORMATION �J < �j' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 9rsi9r IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 0 Z i i/,,P *, : 11vi4'rc ,3ee,clA,F/ 1 5.5 Permit Number: Legal Description `o 3"1 5F--,25 -- .0 /,, 2V' /' J'C sac//5[C fid RE# 17!a25' _dO0 107-5 ,9 , ,6'1-K is b L- ,3.,y,. y'L/2e 1 Valuation of Work(Fepiacement Cost)$ �U/CUL' Heated/Cooled SF (7(,(: Non-Heated/Cooled ///G-) • Class of Work: ❑New EAddition ❑Alteration ERepair ❑Move ❑Demo EPool ❑Window/Door • Use of existing/proposed structure(s): ECommercial l Residential • if an existing structure, is a fire sprinkler system installed?: Eves LAo • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 4(No Describe in detail the type of work to be performed: gool iep," 4-7 1 , rr 5}44i,,,, 5-edvm Yvteliet/ r 'o 6-7551. 5irret,GrAfol ded4 y(frr, Florida Product Approval 4._ r)-- /96 95,ti- y FL/664 _! `. -.3 for multiple oducts.0 a product approval form Property pwner Information Name 1ef rf yv.5 Address kW I LJllf' ,S- City i e4,1-rd .:'e{ State )- / Zip ,31,2.33 Phone QDzi-67i — ii9 E-Mail IIC D 1/ ymc,4 'mit Owner or Agent(If Agtnt, Power of Attorney or Agency Letter Required) Contractor informs ti Tin — Name of Company Pqtti £ua,i-ini/6L( Qualifying Agent aTh Wi es J essvt Address 36_35 fewer-5 Ave ,SIS 1 City (7N.K.5Chv)//e State I-/ Zip 34th Office Phone qct/ 607.S,)Yj Job Site Contact Number 352. 6 -. /,E State Certification/Registration# , ( 2 q()725-1/ E-Mail "i WI J( I 'td'roc I'5J4,Y.LUM Architect Name & Phone# Fngineer's Name& Phone# Workers Compensation Insurer fr1 yf^'j( /1Sura✓rCe 47Pz^(y OR Exempt❑ Expiration Date 00//A77.3 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 regulating 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 LEN i ' OR ' N ATTORNEY BEFORE ' • ' ' NG YOUR TICE OF COMMENCEMEr4 '. v r- a r. G—ffli --� Li.U (Signature of Owner or Agent) (Signature of Contractor) LL e, ,„ E • :nd ori o(or .ff. med)before me this ,of Sign-d aid swo n a (or affir d) before me this .-y oo z cn w at�e o Notary WI� ( i nat4.7\17-,oYo .. ,.,;, z 2W pif,IFLV .ovally Known OR [ ) Personally Known OR 104 oa(4' r..uced Identification [ ) Produced Identification . V)i-4 . Identification: (_____ Type of Identification: I EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. IMAGE II PANEL' FLORIDA BUILDING CODE 7TH EDITION(2020) FLORIDA PRODUCT APPROVAL FL 14645.11-R4 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4200 Prepared By: Bala Sockalingam, Ph.D.. P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918)492-5992 FAX: (866) 366-1543 This report consists of EN aluat ion Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) 4:1/ No 62240 • {( : cr • Report No. 02397-11 '5)••, sY AY E Or ' Date: 10.7.2020 '�;O•'• F \ '•�� • ;nor-- •••'�1:?�- +``,> l� ."l .2a2C, FL 14645.11-R4 C2397-11 10.7.2020 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image II Panel Description: Max. 16" wide coverage with 1" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 7/16" thick OSB or min. 15/32" thick Plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2020. New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Allowable Uplift Load: 20.8 psf @ fastener spacing of 24" o.c (Factor of Safety=2) 63.5 psf @ fastener spacing of 6" o.c 86.55 psf @ fastener spacing of 6" o.c with 3/8" bead adhesive in panel sidelap Fastener Pattern: #10 pancake head screws along panel seam. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4". Sidelap Adhesive: Schnee-Morehead SM7108 Permathane adhesive Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. . z FL 14645.11-R4 C2397-11 10.7.2020 Page 3 of 3 Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL l 897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T176-11, Reporting Date 4/26/11 Project No. T260-11, Reporting Date 8/15/11 DRAWN 6I: CHECKED BY: EXISTING SHINGLES NEW UNDERLAYMENT es. D.S. PLOT: DATE: (OPTIONAL) (REQUIRED ONLY FOR D/e/2D ER ROOF PANEL SEE DETAIL 1 _ NEW CONSTRUCTION) -MAX. 16" 1 SPACINGPANEL ASTENPER UPLIFT r N LOAD TABLE. o — /f._---_— ._ _-____ _ ii • ° ii \ MINIMUM ATTACHMENT: OSB 7/16" THICK (MIN.) OR I t AA EXISTING UNDERLAYMENT (OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS PLYWOOD 15/32" THICK (MIN.) A MIN. 2X_ WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT EDGES FASTENING PATTERN 1 si EXISTING SHINGLES NEW UNDERLAYMENT cC (OPTIONAL) (REQUIRED ONLY FOR ADHESIVE IN THE o 0 SEE DETAIL 2 PANEL FASTENER ROOF PANEL �� NEW CONSTRUCTION) PANEL SIDELAP SPACING PER ALLOWABLE N / r r PRESSURE TABLE. i uN 0 0 3 Wel ,x'11, 3'7'l,3>',,n''', 3'i' ' T ,3',1 \;l,V.':,WI'S,'l,Y,,',',S' lT �.c A S ;we'. 3-' ,s' ,'>S'.' ,.li i` ','- >>>> , ,' ARTAT •• ?,I�,351>,'>S'.4 v ro o • II II • " THICK (MIN.) OR I = cai / EXISTING UNDERLAYMENT r MINIMUM ATTACHMENT: PDIVOOD 15/32" THICK (MIN.) ��N (OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL N 2Np \—MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS w o=� TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & U) (n-I AT FASTENING PATTERN EDGES 2 �t v) TYPICAL PANEL INSTALLATION X—SECTION i� NEW UNDERLAYMENT w 2 (REQUIRED ONLY FOR 0 NEW CONSTRUCTION) J - EXISTING SHINGLES #10 PANCAKE SCREW c d t (OPTIONAL) it ® MAX. 24" O.C. a a �o" PANEL MIN 26 GA. w 1 "` DETAIL 1 _____ .9 z 28 ' ' -�� MMIMIlr= GENERAL NOTES; 0 =P 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE pN EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR FLORIDA BUILDING CODE (FBC). i HN ij (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.018"). MAX. EFFECTIVE COVERING o o NEW UNDERLAYMENT WIDTH OF PANEL = 16". ° a (REQUIRED ONLY FOR SIDELAP ADHESIVE 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS NEW CONSTRUCTION) NOM. 3/8" BEAD SPECIFIED ON THIS DRAWING. #10 PANCAKE SCREW 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS EXISTING SHINGLES �— PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 0 MAX. 6" O.C. (OPTIONAL) SIDELAP ADHESIVE WING. 5. ALL FASTEARE TER NERSHAN MUSTHE BEALLOWABLE WIND N ACCORDANCE WTHSTH THIS DIFIED RAWINOGN& TIS HEDFLORIDA PANEL MIN 26 GA. LOCATION BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DETAIL 2 mit 6. RAFTERS/JOISTS/TRUSSES. REQUIREMENTS OF THIS DRMU3T BE DESIGNEDG & THE E TOHWITHE �DTANDE HWIND CONTROL.ALL LOADAS � . ��� S REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12. EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR DRAWING NO. REV. 2397-1 1 (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) PACE NO. 1 OF 1 . METAL SALES MANUFACTURING CORPORATION Image II Uplift Loads (Min. 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 16" 6 63.5 8 58.8 Panel Fastener: 10 49.8 #10-12 pancake head screws 12 41.5 14 35.6 16 31.1 18 27.7 20 24.9 22 22.6 24 20.8 With Sidelap Sealant 6 86.55 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.11 and Metal Sales current installation procedure. 3. Three or more spans condition. GKAL/tVG 4.1, ' ‘ m��• \e' 62240 : * pF :t� -c�•'• STATE 1216 N Lansing Ave..Suite C °+a1.4:.t 1..,10 Bala Sockalingam.Ph.D.,P.E. Tulsa.Ok 74106 .Q .'1 .2C 2C FL 62240 918 492 5992 Important Information I I The application and detail drawings in this manual are strictly for illustration purposes and may not be applicable to all building designs or product installa- tions. All projects should conform to applicable build- ing codes for that particular area. Metal Sales Manufacturing Corporation is not responsible for the performance of the metal panel system if it is not installed in accordance with the sug- gested instructions referenced in this manual. If there is a conflict between this manual and the approved Metal Sales' erection drawings, the approved erection drawings are to take precedence. Prior to ordering and installing materials, all dimen- sions should be verified by field measurements. Oil canning is not a cause for rejection. Metal Sales reserves the right to modify,without notice, any details, recommendations or suggestions. This manual is designed to be utilized as a guide when installing a Image II Roof System. 1 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 1 Table of Contents I !Zi Important Information 1 Panel Information 3 Handling Material 4 Delivery& Storage 4 Safety Considerations 5 Panel Conditions 6-7 Slope Data 8 Flashings 9-11 Eave 9 Extended Eave 9 Cleat 9 Offset Cleat 9 12" Coil 9 Valley 10 Image II Rake 10 Image II Step Rake 10 Rakewall 10 Image II Step Rakewall 10 Counter Flashing 10 Reglet Flashing 10 Step Ridge/Hip Cover 10 13" Ridge/Hip Cover 10 Perforated Vent Drip 10 Peak 11 Pitch Break 11 1.5"Sill/Head 11 1.5"Sill To Soffit 11 1" Z-Closure 11 Accessories 12 Fastener Selection & Installation 13 Fastening Guide 14-15 Eave Installation 16 Valley Installation 17 Panel Installation(Exposed) 18-19 Panel Installation(Concealed) 20-22 Details 23-33 Eave 23 Gutter 24 Valley 25 Rake 26 Rakewall with Counter 27 Rakewall with Reglet 28 Endwall with Counter 29 Endwall with Reglet 30 Slope Change 31 Peak 31 Ridge/Hip 32 Vented Ridge 32 1" Z-Closure Installation 33 Final Instructions 34 Section Properties 35 Notes 36-39 2 Metal Sales Manufacturing Corporation'Subject to change without notice,effective 6/2011 +�1 Panel Information I 1i l., 12" Panel Coverage Striated 1"C 12" Panel Coverage With Minor Ribs (West Coast Only*) C 3 n- 16"16" Panel Coverage Striated C 1.. 16" Panel Coverage With Minor Ribs (West Coast Only*) • Minimum recommended slope for Image II is 3:12 • Recommended substrate is 5/8" plywood with 30# felt moisture barrier • Available in 12" and 16"widths with 1" rib height • Minimum panel length is 5' • Maximum panel length is 30' Call a Metal Sales representative for more information. *West Coast refers to Image II panels manufactured at the Woodland, California and Anchorage,Alaska branches C - Indicates colored side of panel 3 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +11 Handling Material I General Handling Each bundle should be handled carefully to avoid being damaged. Care should be taken to prevent bending of the panel or scratching the finish.When- ever possible, the bundle should remain crated until it is located in its place of storage. If bundles must be opened, we recommend you recrate them before lifting. To avoid damage please lift the bundle at its center of gravity. CAUTION I Improper loading and unloading of bundles and crates may result in bodily harm and/or material damage. Metal Sales is not responsible for bodily injuries and/or material damages resulting from improper loading and unloading. Delivery & Storage • Always check the shipment upon delivery. Check for damage and check material quantities against the shipping list. Note any damaged material or shortages at the time of delivery and notify your supplier within 24 hours. • Store the panels and other materials in a dry,well- ventilated area away from traffic. Elevate one end of the bundle, maximum 2', so that any moisture that may have accumulated during shipping can run off. Be sure that air will be able to circulate freely around the bundles to avoid the build-up of moisture. Never store materials in direct contact with the ground. • Some products may have a peel off plastic film over the painted surface. This film was factory applied to prevent damage to the finish that may occur during manufacturing or shipping. If this film is present, avoid exposure of the "peel- coated" parts to sunlight and remove the "peel- coat" prior to installation. • Do not slide panels or accessories across one another. 4 rU'Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Amp Safety Considerations STUDY APPLICABLE OSHA AND OTHER STATE AND FEDERAL SAFETY REQUIREMENTS BEFORE FOLLOWING THESE INSTRUCTIONS. The installation of metal roofing systems is a dangerous procedure and should be supervised by trained, knowledgeable installers. USE EXTREME CARE WHILE INSTALLING ROOFING PANELS. The installer of the roofing system is responsible for reading these instructions and determining the safest way to install the roofing system. Proper personal protective equipment may include, but is not limited to: • Hand Protection: Kevlar coated gloves to reduce risk of abrasion and laceration while handling product • Eye Protection:Approved safety glasses to protect against flying debris when handling or cutting product • Fall Protection: Never step on unsecured panels. Never work on a roof without protection from falls Note: Other personal protective equipment may be required, including: hard hats, protective clothing, or a harness. 5 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Panel Conditions I I 0 0 *Q0 10 Map of Typical Conditions 1. Gutter (See Page 24) 2. Peak (See Page 31) 3. Endwall (See Pages 29-30) 4. Ridge/Vented Ridge (See Page 32) 5. Eave (See Pages 16, 23) 6. Hip (See Page 32) 7. Valley (See Pages 17, 25) 8. Rakewall (See Pages 27-28) 9. Rake (See Page 26) 10. Slope Change (See Page 31) 6 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +t� 0 0 0 0 The application and detail drawings that follow are strictly for illustration purposes and may not be appli- cable to all building designs or product installations. All projects should conform to applicable building codes for that particular area. It is recommended to follow all building regulations and standard industry practices. Metal Sales is not responsible for the performance of the metal panel system if it is not installed in accor- dance with the suggested instructions referenced in this manual. If there is a conflict between this manual and the approved Metal Sales erection drawings, the approved erection drawings are to take precedence. 7 C;Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 ,1 Slope Data I I .*►i This chart should be used when specifying and ordering panels and flashings. It will help you determine overall required length of material on sloped applications. SLOPE SLOPE HIP/VALLEY SLOPE SLOPE HIP/VALLEY FACTOR MULTIPLIER FACTOR MULTIPLIER 1:12 1.0035 1.4167 _ 7:12 1.1577 1.5298 2:12 1.0138 1.4240 _ 8:12 1.2019 1.5635 3:12 1.0308 1.4362 9:12 1.2500 1.6008 - 4:12 1.0541 1.4530 10:12 1.3017 1.6415 5:12 1.0833 1.4743 11:12 1.3566 1.6853 6:12 1.1180 1.5000 12:12 1.4142 1.7320 EXAMPLE: Peak S 11 mok MININI IIIII Eave '` L L FilmIIIIIII Hip or Valley Rake Eave or Gutter 28'-0" 14'-0" Ridge Slope 12 4 ....iiiiiipoppo ` 14'-0" 28'-0" Your building is 28'-0"wide with a 4:12 pitch To determine the panel lengths for each side: (L) X (SLOPE FACTOR) = S 14'-0"x 1.0541(from chart above) = 14.7573' OR 14'-9" 8 ©Metal Sales Manufacturing Corporation/Subject to change without notice,etTective 6/2011 +.110.1 Standard Flashings 3 C - Indicates colored side of panel Eave Extended Eave s" X* X* 3.. 5/8" 3' 5/8" Open Hem Open Hem 10'-2"Length 10'-2"Length *Specify Slope Angle *Specify Slope Angle Cleat Offset Cleat 2,/2.. Ill 1.. / t 135° 1/2„ C 1/2.. 10'-2"Length 10'-2"Length 12" Coil (For continuous gutters) 16"Inside Diameter 9 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Standard Flashings (Cont.) Valley Image II Rake 31/2" X* 2" 10„ 4" C 5/8" 3/8" 10'-2"Length *Specify Slope Angle 10'-2"or 20'-3"Length Image II Step Rake Rakewall 2'/a" 1" C C Hem 11/8" 4,. 31/2" 4" Open Hem 5/8" Hem 10'-2"or 20'-3"Length 10'-2"Length Image II Step Rakewall Counter Flashing C 4" 1" 5/8:: C 11/9" 3/4„ 27/s" 1" 3/4„ 10'-2"Length 10'-2"Length Reglet Flashing Step Ridge/Hip Cover C 1/2" 11/2" 2" X* Hem 1/2" Hem ' 10'-2"Length 10'-2"Length *Specify Slope Angle 13" Ridge/Hip Cover Perforated Vent Drip 51/2" C 11/2" X* 3/4„\135° 1/2" C 31/4" 10'-2"Length *Specify Slope Angle 10'-2"Length 10 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Standard Flashings (Cont.) I I �� Peak Pitch Break C 4" 5„ X* X* C 6" 3/8" 10'-2"or 20'-3"Length 10'-2"Length *Specify Slope Angle *Specify Slope Angle 1.5" Sill/Head 1.5" Sill To Soffit C C 21/2" 11/2" 21/2" 1,/2„ 1" I 1/2" 3/s" 1/2" v � 43/4" 10'-2"Length 10'-2"Length 1" Z-Closure 1" 1" 1" 10'-2"Length PROFILE/ FLASHING 3:12 4:12 5:12 6:12 7:12 EAVE 104° 108° 113° 117° 120° PEAK 76° 72° 67° 63° 60° PITCH 104° 108° 113° 117° 120° BREAK VALLEY, 160° 154° 148° 143° 138° HIP RIDGE 152° 143° 135° 127° 120° 11 t)Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +A.' Accessories I I 36"in 0/11 Cobra Vented Closure Double Bead Tape Sealant 7/8"X 3/16" x 25'-O" Butyl-Gray **I Tube Sealant Metal Panel Hemming Tool 36" 1" Image II Outside Closure IVO411.01 S Rubber Roof Jack MINI (1/4"to 11/8" O.D. Pipe) #2 (13/4"to 3" O.D. Pipe) #4 (3"to 6" O.D. Pipe) Touch-Up Paint #6(6"to 9" O.D. Pipe) Available in pints #8 (7"to 13" O.D. Pipe) PVDF and CF45 Underlayment Primer ms-HT Peel-and-Stick Underlayment 12 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 • +.",1 Fasterner Selection Pop Rivet (I a 1/8" x 3/16" Flashing -to - Flashing attachments I1/4" - 14 x '/8" Driller Flashing -to - Flashing attachments Woodscrew I #9-16 x 1" Type A #9-16 x 11/2" Type A #9-16 x 2" Type A Exposed Panel / Trim -to - Wood attachments Truss Head Woodscrew #8-18 x 3/4" Type A Concealed Panel /Trim-to -Wood attachments Alternate: #10-12 x 1" Pancake Head Woodscrew Fastener Installation Correct Too Loose Too Tight Note:Screws must be properly driven to ensure proper seal, holding strength,and allowance for expansion and contraction.Over-driven fasteners may restrict panel from expanding and contracting properly,and may cause buckling or oil canning of the panel.Correctly driven fasteners will have a very slight gap between the panel surface and the washer base. 13 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Fastening Guide I I ;i Recommended Fastener Spacing (inches) For Slopes 3:12 to 6:12 Wind Speed (mph) Roof Slope: 3:12 - 6:12 Exposure Category Field Edge Corner 90B -13.3 psf -23.2 psf -34.3 psf 24 24 24 Field Edge Corner 90C -17.2 psf -29.9 psf -44.2 psf 24 24 18 Field Edge Corner OOB -16.5 psf -29.9 psf -42.2 psf 24 24 18 Field Edge Corner OOC -21.2 psf -36.9-psf -54.6 psf 24 24 18 Field Edge Corner 1 O B -19.9 psf -34.7 psf -51.3 psf 24 24 18 Field Edge Corner 110C -25.6 psf -44.6 psf -66 psf 24 18 12 Field Edge Corner 20B -23.7 psf -41.3 psf -61 psf 24 24 12 Field Edge Corner 120C -30.5 psf -53.1 psf -78.6 psf 24 18 6 Notes: 1. Fastener spacing is based on#8-18 x 3/4"Truss Head Woodscrew fastener in the nail strip attaching to 5/8"plywood. 1/3 allowable stress increase is not used. 2. Allowable spacing is based on an applied load determined using ASCE 7-05 for the Wind Speeds.Wind Exposure Categories, Roof area,Gable roof,Enclosed building,Topographic factor of 1, Importance factor of 1 and mean roof height of 20'. 3. Allowable spacing is determined for wind suction using the combination 0.6 DL+WL.Also considered is the appropriate inward wind pressure,20 psf live load and the weight of the panel. Zone 2(Edge) Zone 1 (Field) Zone 3(Corner) a a Contact Metal Sales for use of other types of fasteners and substrates. 14 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +'1 Fastening Guide (Cont.) I I Recommended Fastener Spacing (inches) For Slopes 6:12 to 12:12 Wind Speed (mph) Exposure Category Roof Slope: 6:12 12:12 Field Edge Corner 9OB -14.6 psf -17 psf -17 psf 24 24 24 Field Edge Corner 90C -18.8 psf -21.9 psf -21.9 psf 24 24 24 Field Edge Corner 100B -18.8 psf -21.3 psf -21 psf 24 24 24 Field Edge Corner 1O0C -23.2 psf -27.1 psf -27.1 psf 24 24 24 Field Edge Corner 110B -21.8 psf -25.5 -25.5 24 24 24 Field Edge Corner 1 10 -28 psf -32.8 psf -32.8 psf 24 24 24 Field Edge Corner 12OB -25.9 psf -30.3 psf -30.3 psf 24 24 24 Field Edge Corner 12OC -33.3 psf -39 psf -39 psf 24 24 24 Notes: 1. Fastener spacing is based on#8-18 x 3/4"Truss Head Woodscrew fastener in the nail strip attaching to 5/8"plywood. 1/3 allowable stress increase is not used. 2. Allowable spacing is based on an applied load determined using ASCE 7-05 for the Wind Speeds.Wind Exposure Categories, Roof area,Gable roof,Enclosed building,Topographic factor of 1, Importance factor of 1 and mean roof height of 20'. 3. Allowable spacing is determined for wind suction using the combination 0.6 DL+WL.Also considered is the appropriate inward wind pressure,20 psf live load and the weight of the panel. Zone 2(Edge) Zone 1 (Field) Zone 3(Corner) a a Contact Metal Sales for use of other types of fasteners and substrates. 15 Metal Sales Manufacturing Corporation I Subject to change without notice,effective 6/2011 +�1 Installation Procedures 1 1 z Step 1 Installing Cleat & Eave Flashings If your building requires a Gutter instead of Eave Flashing,please see page 22 for installation. Moisture Barrier must be installed prior to beginning installation. Metal Sales recommends a minimum 30#felt moisture barrier. To avoid panel distortion,use a properly aligned and uniform substructure. All Cleat and Eave flashings must be installed prior to panel installation. 1. Position Cleat on wall at the appropriate distance from roof- line.Make sure Cleat allows for proper Eave attachment. 2. Attach Cleat to wall with#8-18 x 3/4"Truss Head Woodscrews, 1'o.c. 3. Install Eave flashing by inserting the open hem of the Eave flashing onto the bottom leg of the Cleat and rest the Eave flashing against the substrate. 4. Fasten Eave flashing to substrate with#8-18 x 3/4"Truss Head Woodscrews,4'o.c.to hold the Eave flashing in place during installation. Note:If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing 2 beads of Tube Sealant between the flashings and securing with Pop Rivets, 2"o.c. Moisture Barrier Truss Head Woodscrew, 1' o.c. (2) Cleat (1) 3,,, aunnutu Truss Head Wood screw, 4' o.c. (4) Moisture Barrier \ Eave (3) Truss Head Woodscrew, 1' o.c. (2) I' 4 Cleat(1) 1 \\ * 3" Dimension is based on the standard Eave Flashing (See page 9) Dimension may vary with different flashings. (X) Numbers indicate sequence of installation. 16 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +�1 Installation Procedures I I !Z.) Step 2 Installing Valley Flashing All Valley flashings must be installed prior to panel installation. 1. Position Valley on roof,working from the low end to the high end. 2. Attach Valley to substrate with#8-18 x 3/40 Truss Head Woodscrews,4'o.c. 3. Make sure Truss Head Woodscrews are positioned as to be covered by the Image II Panel when installed. Note: If two or more Valley flashings are required,lap the Valley flashing over the previously installed Valley flashing by a minimum of 6"placing 2 beads of Tube Sealant between the flashings. Truss Head Woodscrew, 4'o.c. (2) Moisture Barrier Valley(1) (X) Numbers indicate sequence of installation. 17 Metal Sales Manufacturing Corporation i Subject to change without notice,effective 6/2011 +�1 Panel InstallationI I Step 1 Exposed Fastened Panel installation Installing First Panel 1. Apply a row of Double Bead Tape Sealant on the top leg of the Eave flashing. 2. Install first panel so that the panel end has proper overhang making sure that panel is square to eave and rake.It is critical that the first panel be straight and square with the building as it controls alignment of the following roof panels. 3. Fasten panel to substrate with a#8-18 x 3/4"Truss Head Wood- screw in center of the fastening groove located along the male leg of the panel. Fastener spacing must be designed to meet local building codes. It is important that the fastener be placed in the center of the fastening groove and make sure not to over tighten screws. 4. Fasten Image II panel with(4)#9-16 x 1"Woodscrews through Double Bead Tape Sealant,flashing,and into the solid sub- strate as shown below. Image II Panel (2) #9-16 x 1"Woodscrew(34) Double Bead Tape Sealant(1) • aumm Square panel at Rake(2) Position panel at Eave(2) Truss Head #9-16 x 1"Woodscrew(4) Woodscrew(3) CAUTION Additional screws may be required for high snow loading and steep slopes. ` Double Bead Tape Sealant(1) (X) Numbers indicate sequence of installation. 18 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +�1 Panel Installation I I Step 2 Exposed Fastened Panel Installation Installing Second Panel 1. Snap second panel in place making sure panel ends are aligned. Snap panel in place working from one end to the other. 2. Fasten substrate with a#8-18 x 3/4"Truss Head Woodscrew in the center of the fastening groove located along the male leg of the panel. Fastener spacing must be designed to meet local building codes. 3. Fasten Image II panel with(4)#9-16 x 1"Woodscrews through Double Bead Tape Sealant,flashing,and into the solid sub- strate below. 4. Continue with previous step until installation is complete.It is important that the fastener is in the center of the fastening groove,and make sure not to over-tighten the screws. 5. Once installation is complete,fill each lower end of panel rib with Tube Sealant,and clean any debris and excess sealant before continuing to next area. Position panel to keep ends flush (2) #9-16 x 1"Woodscrew (3) Apply sealant at all rib ends along eave ' (4) Double Bead Tape Sealant(1) CAUTION Additional screws may be required for high snow loading and steep slopes. (X) Numbers indicate sequence of installation. 19 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +11 Panel Installation •�� Step 1 Concealed Fastened Panel Installation Installing First Panel Note: Moisture Barriers, Eave,Valley,and Offset Cleat flashing must first be installed before panel installation can begin Image II panels are installed from left to right or right to left. 1. Install Eave flashing and Valley flashing as shown on pages 16-17. 2. Apply a row of Double Bead Tape Sealant on the bottom leg of the Offset Cleat and align on substrate. 3. Fasten Offset Cleat to substrate with a#8-18 x 3/4" Truss Head Woodscrew through top of Eave flashing and into substrate, o.c. Make sure Offset Cleat is lined up to properly accommo- date hemmed panel. 4. Field notch and hem the Image 11 panel as shown below. 5. Apply a single bead of tube sealant inside the open hem of the Image 11 panel. Note: If you are to field bend the panel ends to close off panels on the low side,see page 22 before field notching and hemming of the panels. Eave Flashing(1) Offset Cleat(3) Truss Head Woodscrew(4) Double Bead Tape Sealant(2) Hemming Detail Field Notch Rib (5) 11/2" " 11/2" Field bend flat part of panel to accept Offset Cleat(6) Hemming Tool 1 Field apply tube sealant in hem and slide onto pre-installed Offset Cleat (7) (X) Numbers indicate sequence of installation. 20 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Panel Installation I I z Step 1 (cont) Concealed Fastened Panel Installation Installing First Panel 6. Install first panel so that cave has proper overhang making sure that the panel is square to eave and rake.Slide the panel toward the peak of the roof engaging the panel with the Offset Cleat. Offset Cleat must be fully engaged into the panel. Additional overhang must be considered if using wall panels. It is critical that the first panel be straight and square with the building as it controls alignment of the following roof panels. 7. Fasten panel to substrate with a#8-18 x 3/4"Truss Head Woodscrew in the center of the fastening groove located along the male leg of the panel. Fastener spacing must be designed to meet local building codes. (It is important that the fastener be placed in the center of the fastening groove and make sure not to over-tighten screws.) Square panel at Rake (6) Truss Head Woodscrew (8) Position panel at Eave (6) Double Bead Tape Sealant (X) Numbers indicate sequence of installation. 21 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +a..1 Panel Installation I ) Step 2 Concealed Fastened Panel Installation Installing Second Panel 1. Field notch and hem the Image II panel as shown on page 20. Apply a single bead of Tube Sealant inside the open hem of the Image II panel. 2. Place the second panel on top of previously installed panel so that the second hemmed panel can be engaged with the Offset Cleat. 3. Begin snapping the panels together working from eave to peak. It is critical that panels only be snapped in one direction. 4. Repeat notes 2 and 3 for remaining panels. 5. Once installation is complete,fill each lower end of panel rib with sealant. Also,clean any debris and excess sealant. Panels may also be field notched and bent to close off panel end(See below). Position panel to keep ends flush(1) Apply sealant at all rib ends along eave (2) \ Offset Cleat t/2" Field cut panel ribs 1'/z" Pop Rivet (5) 11/2" 1" Note: If you are to field bend the panel ends to close off panels on the low side,this must be done before hemming of panels(see page 20). (X) Numbers indicate sequence of installation. 22 r.Metal Sales Manufacturing Corporation Subject to change without notice,effective 6/2011 ft 1 Eave Detail 4� All Eave flashings must be installed prior to panel installation. 1. Position and install Cleat to wall with#8-18 x 3/4"Truss Head Woodscrew, 1'o.c.Make sure Cleat allows for proper Eave attachment considering wall panels. 2. Install Eave flashing by resting the flashing against the substrate and fasten with#8-18 x 3/4'Truss Head Woodscrews, 4'o.c.to hold the Eave flashing in place during installation. 3. Apply a row of Double Bead Tape Sealant on the top leg of the Eave flashing. 4. Install first panel so that the panel end has proper overhang making sure that panel is square to eave and rake. 5. Fasten substrate with a#8-18 x 3/4'Truss Head Woodscrew in the center of the fastening groove located along the male leg of the panel.Fastener spacing must be designed to meet local building codes. 6. Fasten Image 11 panel with(4)#9-16 x 1"Woodscrews through Double Bead Tape Sealant,flashing,and into the solid substrate as shown below. Note: If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets, 2"o.c. Image II Panel (6) Moisture Barrier Truss Head Woodscrew, 4' o.c. (4) #9-16 x 1" Woodscrew (7) Double Bead Tape Sealant (5) Eave (3) t Truss Head Woodscrew 1' o.c. (2) Cleat (1) Optional Eave with Offset Cleat (X) Numbers indicate sequence of installation. 23 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Post-Hung Gutter Detail 1 II ' 0 All Eave flashings must be installed prior to panel installation. 1. Install Eave flashing by resting the flashing against the substrate and fasten with#8-18 x 3/4"Truss Head Woodscrews, 4'o.c.to hold the Eave flashing in place during installation. 2. Apply a row of Double Bead Tape Sealant on the top leg of the Eave flashing. 3. Install first panel so that the panel end has proper overhang making sure that panel is square to eave and rake. 4. Fasten substrate with a#8-18 x 3/4"Truss Head Woodscrew in the center of the fastening groove located along the male leg of the panel.Fastener spacing must be designed to meet local building codes. 5. Fasten Image II panel with(4)#9-16 x 1"Woodscrews through Double Bead Tape Sealant,flashing,and into the solid sub- strate. 6. Slide the Gutter flashing behind Eave Flashing and fasten through Fascia Bracket and Flashing into the substrate.Pop Rivet the Gutter flashing to Fascia Bracket. Note:If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets, 2"o.c. Image II Panel (4) Truss Head Woodscrew, 4' o.c. (2) Moisture Barrier #9-16 x 1"Woodscrew(5) Double Bead Tape Sealant(3) Eave (1) „,.44,444,,4414in Gutter Flashing (By Others) (6) mmn Optional Gutter with offset cleat (X) Numbers indicate sequence of installation. 24 G©'Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +�1 Valley Detail I I !s� Eave flashings must be installed before and Valley flashings.All Valley flashings must be installed prior to panel installation.If two or more Valley flashings are required,Valley flashing must be installed working from eave to peak.It is recommended that ms-HT underlayment be installed under Valley flashing for added moisture protection. 1. Install Valley flashing against substrate from the low end to the high end.To hold Valley flashing in place,fasten to substrate with#8-18 x3/4"Truss Head Woodscrews,4'o.c. 2. Apply a row of Double Bead Tape Sealant across both sides of Valley flashing approximately 5"from center of valley. 3. Miter cut panel and install first panel so that the panel end is located the proper distance from the center of the Valley flashing. 4. Fasten Image II panel with(4)#9-16 x 1"Woodscrews through Double Bead Tape Sealant,flashing,and into the solid sub- strate as shown below. 5. If two or more Valley flashings are required,lap the Valley flashing over the previously Valley installed flashing by a minimum of 2"placing 2 beads of Tube Sealant between the Valley flashings. Image II Panel (4) Moisture Barrier Truss Head Woodscrew, 4' o.c. (2) Double Bead Tape Sealant (3) #9-16 x 1"Woodscrew (5) Tube Sealant in flashing laps (6) Valley (1) 3" Min. Optional Valley with Offset Cleat 3" (X) Numbers indicate sequence of installation. 25 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 f4111u 1 Rake Detail I I ...0 1. Roof panel must be installed before Rake flashing. 2. If the panel ends off module,bend flat part of the panel up a minimum of 1",otherwise skip to the next note. 3. Apply a row of Double Bead Tape Sealant to the flat part of the panel next to the panel rib or vertical field bent leg. 4. Position and install Cleat to wall with#8-18 x 3/4"Truss Head Woodscrew, 1•o.c.Make sure Cleat installation allows for proper Rake attachment. 5. Install Rake by sliding the open hem onto the Cleat and then attaching to the flat pan of the Image II panel with#9-16 x 1" Woodscrews, 1'o.c. 6. If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets,2"o.c. #9-16 x 1" Woodscrew, 1' o.c. (6) Double Bead Tape Sealant (2) Image II Panel (1) Moisture Barrier Rake (5) mum Truss Head Woodscrew, 1' o.c. (4) Cleat(3) Optional Rake with 1"Z-Closure --I mon (X) Numbers indicate sequence of installation. 26 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +a10 1 Rakewall with Counter Detail b� 1. If the panel ends off module,bend flat part of the panel up a minimum of I",otherwise skip to the next note. 2. Apply a row of Double Bead Tape Sealant to the flat part of the panel next to the panel rib or vertical field bent leg. 3. Install Rakewall to the and attach with#9-16 x 1"Woodscrews, 1'o.c.to the flat pan of the Image II panel. 4. Install Counter Flashing,and fasten to parapet wall with appropriate fastener V o.c. Seal Counter Flashing to parapet wall with Tube Sealant. 5. If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets,2"o.c. Tube Sealant(7) Fasteners By Others (5) Counter Flashing (6) Rakewall (3) Image II Panel (1) Moisture Barrier #9-16 x 1"Woodscrew, 1'o.c. (4) Double Bead Tape Sealant(2) Optional Rakewall e With 1"Z-Closure (X) Numbers indicate sequence of installation. 27 k"Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Rakewall with Reglet Detail I ..� 1. Roof panel must be installed before Rakewall flashing. 2. If the panel ends off module,bend flat part of the panel up a minimum of 1",otherwise skip to the next note. 3. Apply a row of Double Bead Tape Sealant to the flat part of the panel next to the panel rib or vertical field bent leg. 4. Install Rakewall to the and attach with#9-16 x 1"Woodscrews, o.c.to the flat pan of the Image 11 Panel. 5. Install Reglet in field cut groove in the parapet wall. Seal Reglet to parapet wall with Tube Sealant. 6. If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets,2"o.c. Tube Sealant(7) Fasteners By Others (5) Reglet Flashing (6) Step Rakewall (3) Image II Panel (1) Moisture Barrier #9-16 x 1"Woodscrew, 1'o.c. (4) Tape Sealant(2) Optional Rakewall With 1"Z-Closure it (X) Numbers indicate sequence of installation. 28 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +♦1 Endwall With Counter Detail I 4:11 1. Once panels have been installed,field cut the 1"Z-Closure(See page 33)to fit between the panel ribs. 2. Place a row of Double Bead Tape Sealant across panel and over each panel rib approximately 2"from panel end. Before proceeding make sure 1"Z-Closure placement will accommodate Pitch Break flashing. 3. Install field cut 1"Z-Closure as shown on page 33. 4. Fasten 1"Z-Closure through panel with#8-18 x 3/4"Truss Head Woodscrews,4 per panel. 5. Apply a continuous bead of Tube Sealant across top leg of 1"Z-Closure filling any gaps or openings around panel ribs. Position and install Pitch Break flashing to 1"Z-Closure with Pop Rivets,3 per panel. 6. Fasten vertical leg of Pitch Break to the parapet wall with the appropriate fastener,V o.c. 7. Install Counter Flashing,and fasten to parapet wall with appropriate fastener, V o.c. Seal Counter Flashing to parapet wall with Tube Sealant. 8. If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets 2"o.c. Tube Sealant(10) Fasteners By Others (8) Counter Flashing (9) Moisture Barrier Pitch Break (6) Truss Head Woodscrew (3) Tube Sealant (5) Double Bead Tape Sealant(4) Pop Rivet, 3 per panel (7) 11/ I"Z-Closure (2) Image II Panel (1) Optional Endwall with Foam Closure ,; — -- Double Bead Tape Sealant Pop Rivet lit r i Truss Head Woodscrew (X) Numbers indicate sequence of installation. 29 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Endwall With Reglet DetailI I .46 1. Once panels have been installed,field cut the 1"Z-Closure(See page 30)to fit between the panel ribs. 2. Place a row of Double Bead Tape Sealant across panel and over each panel rib approximately 2"from panel end. Before proceeding make sure 1"Z-Closure placement will accommodate Pitch Break flashing. 3. Install field cut 1"Z-Closure as shown on page 33. 4. Fasten 1"Z-Closure through panel with#8-18 x 3/4"Truss Head Woodscrews,4 per panel. 5. Apply a continuous bead of Tube Sealant across top leg of 1"Z-Closure filling any gaps or openings around panel ribs. Position and install Pitch Break flashing to 1"Z-Closure with Pop Rivets,3 per panel. 6. Fasten vertical leg of Pitch Break to the parapet wall with the appropriate fastener, V o.c. 7. Install Reglet in field cut groove in the parapet wall. Seal Reglet to parapet wall with Tube Sealant. 8. If two or more flashings are required,lap the flashing over the previously installed flashing by a minimum of 2"placing a bead of Tube Sealant between the flashings and securing with Pop Rivets,2"o.c. Tube Sealant(10) Fasteners By Others (8) Reglet Flashing (9) Moisture Barrier Pitch Break (6) Truss Head Woodscrew (3) Tube Sealant (5) Double Bead Tape Sealant(4) Pop Rivet, 3 per panel (7) 1"Z-Closure (2) Image II Panel (1) I Optional Endwall with Foam Closure I Double Bead Tape Sealant Pop Rivet •fts s r-r 1 1 I I I Truss Head • Woodscrew - - I (X) Numbers indicate sequence of installation. 30 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 AP-4W 1 Slope Change Detail I I Z Image II Panel (12) Double Bead Tape Sealant (8) Truss Head Woodscrew (10) Offset Cleat (9) Tube Sealant (11) Moisture Barrier Pitch Break (6) Truss Head Woodscrew (3) Tube Sealant (5) Double Bead Tape Sealant(4) Pop Rivet, 3 per panel (7) 1"Z-Closure (2) Image II Panel (1) 3" (X) Numbers indicate sequence of installation. Double Bead Tape Sealant Pop Rivet 1 -__T T T Truss Head Peak Detail Woodscrew Image II Panel (1) Pop Rivet, 3 per panel (10) Double Bead Tape Sealant(6) Tube Sealant(5) Truss Head Woodscrew (4) 1"Z-Closure (3) Moisture Barrier air Peak (9) Double Bead Tape Sealant (2) Truss Head Woodscrew, 1' o.c. (7) Cleat (8) Double Bead Tape Sealant Pop Rivet T _ r 1 T Truss Head Woodscrew (X) Numbers indicate sequence of installation. 31 Metal Sales Manufacturing Corporation i Subject to change without notice,effective 6/2011 X11 Ridge/Hip Detail I Image II Panel (1) Pop Rivet, 3 per panel (8) Double Bead Tape Sealant(6) 1"Z-Closure (3) Tube Sealant(5) Truss Head Woodscrew (4) Double Bead Tape Sealant (2) 13" Ridge/Hip Cover(7) Double Bead Tape Sealant Pop Rivet Truss Head Woodscrew (X) Numbers indicate sequence of installation. Vented Ridge Detail Image II Panel (1) Pop Rivet, 1' o.c. (5) 13" Ridge/Hip Cover (4) Cobra Vent Material (3) Double Bead Tape Sealant(2) Moisture Barrier —2" Max— Optional Vented Ridge with Perforated Vent Drip Double Bead Tape Sealant Pop Rivet Truss Head Woodscrew (X) Numbers indicate sequence of installation. 32 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 +�1 1 " Z-Closure Installation I �� Truss Head Woodscrew 1"Z-Closure Double Bead Tape Sealant Field bent tab (1") I Note: Install a continuous row of Double Bead Tape Sealant on top of the 1" Z-Closures after you have fastened them into place. 33 ©Metal Saks Manufacturing Corporation i Subject to change without notice,effective 6/2011 Final Instructions I Clean-Up • Inspect panel surfaces and flashings for loose debris and metal shavings. • Remove debris and metal shavings by wiping panels down with a soft cloth, being careful not to scratch panel surface. • Dirt residue can be removed by washing panels with a mild detergent, water, and soft cloth. Repair • Severe scratches, dents and holes will require panel replacement. • Small scratches do not require touch-up paint if the scratch does not penetrate the Galvalume substrate under the paint. • Metal Sales does not recommend touch-up painting of damaged surfaces (minor scratches, etc.) due to fading and weathering differences of the touch-up paints in comparison to factory- applied paint systems. Maintenance • Inspect roof panels and flashings annually. • Remove debris to ensure panels are moisture free. • Tighten loose fasteners and repair joints that may need new sealant. • If needed, wash panel surface with a mild detergent, water, and soft cloth. • Re-painting panels should not be required for the life of the building. If a new color for panels or trim is required, please inquire with Metal Sales for more information. Electrical Grounding (if required) • All siding and flashings shall be grounded by attaching a No. 8 hot-dipped galvanized wire to an electrical ground rod with a connector approved by Underwriter's Laboatories. 34 C Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 r Cl)CD E. C) i SECTION PROPERTIES 0 R.. Panel Width Yield Weight Top in Compression Bottom in Compression Grade Gauge lxx Sxx lxx Sxx O—I ; ° Profile in ksi psf in4/ft in3/ft in4/ft in3/ft .D Image II 12 80 26 80 0.99 0.0205 0.0225 0.0211 0.0232 CD u, Image II 16 80 26 80 0.92 0.0158 0.0170 0.0165 0.0177 N s S f. NOTES: 7 o 1. Section properties are calculated per AISI 2007. 7 O 2. Ixx and Sxx are effective section properties for deflection and bending. N C _W 0 Notes I 36 Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Notes I I 37 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Notes I I 38 ©Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 Notes I I !a 39 t.-;Metal Sales Manufacturing Corporation/Subject to change without notice,effective 6/2011 2/8/22,3:59 PM Florida Building Code Online Ptc iOA OSPARrMIM OF Business & Professional Regulation ry _- .. ; ramm=rABOUf a... i TiUt t- ii'Cz :s•i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us �, BCIS Site Map LinksI Search ch pr , Product Approval /USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail F OFFICE OF THE. FL# FL10626-R23 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen Ireith@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL10626 R23 COI 2021 01 COI NIEMINEN.�df Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear) 2015 ASTM D4798 (weathering) 2011 ASTM D4869 (water transmission) 2016 ASTM D5035(tensile) 2011 ASTM D6164 2011 ASTM D6757 2016 FM 4474 2011 FRSA/TRI, 6th Edition 2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEYSV%2boQY9nVE2RUHVOxKjvNQ3GJL9D6WRXIVTMGw%3d%3d 1/2 2/8/22,3:59 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2021 Date Validated 12/19/2021 Date Pending FBC Approval 12/23/2021 Date Approved 02/08/2022 Summary of Products FL# Model, Number or Name I Description 10626.1 GAF Roof Underlayments for Roofing Underlayments for use in sloped roof systems use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No FL10626 R23 II 2021 12 14 FINAL ER GAF UNDERLAYMENTS FL10626- Approved for use outside HVHZ: Yes R23.pf Impact Resistant: N/A Verified By: Robert Niemien 59166 Design Pressure: +N/A/-442.5 Created by Independent Third Party: Yes Other: 1.)The design pressure noted in this Evaluation Reports application relates to one particular FL10626 R23 AE 2021 12 14 FINAL ER GAF (JNDERLAYMENT$ FL1Q626- underlayment system. Refer to ER Section 5.8.3 R23,p.(_f for details. 2.) Refer to ER Section 5 for other Created by Independent Third Party: Yes Limits of Use. contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. gpvght 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®® Credit Card Safe 1:111: Ir https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEYSV%2boQY9nVE2RUHVOxKjvNQ3GJL9D6WRXIVTMGw%3d%3d 2/2 (1%11!) NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT GAF Evaluation Report 01506.04.08-R23 1Campus Drive FL10626-R23 Parsippany, NJ 07054 Date of Issuance:04/25/2008 (800)766-3411 Revision 23: 12/14/2021 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number(FL#)preceded by the words"NEMO 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 8. Prepared by: Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert • Florida Registration No.59166,Florida DCA ANE1983 �;',� F^�♦ •'' Nieminen,P.E.on 12/14/2021. This does not serve as an •ti:,��"��• . , • 1 �r , " electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC,LLC 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, LLC 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. ©2019 NEMO ETC,LLC NEMO I etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments,as produced by GAF, have demonstrated compliance with the following sections of the 7th Edition(2020)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1507.1.1, 1507.2.4, 1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear Strength ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.1.1/R905.1.1 Material standard ASTM D6757 2016 1507.3.3,R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2 Material standard ASTM D6164 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) ASTM D1623&FRSA/TRI(Slippage) G34150.08.11 11/14/11 ERD(TST6049) ASTM D6164(GA) G40630.01.14-2B-R2 01/07/14 ERD(TST6049) ASTM D6164(GA) G46160.09.14-3A 09/09/14 ERD(TST6049) ASTM 01970(GA) GAF-SC13285.03.17-3 03/01/17 ERD(TST6049) ASTM D1970(GA) GAF-SC13285.03.17-4 03/01/17 ERD(TST6049) ASTM D1970(GA) GAF-SC13285.03.17-1 03/08/17 ERD(TST6049) ASTM D1970(IN) GAF-SC16440.12.17 12/31/17 Intertek(TST1558) ASTM D4869(Dadra,India) F8549.02-106-18 11/08/16 NEMO(TST6049) Physical Properties(ON) 4q-GAF-19-SSMBB-03.A 05/13/19 NEMO(TST6049) ASTM 01623 4p-DOW-19-SSLAP-01.A-R2 10/01/19 NEMO(TST6049) ASTM 01970 4j-FTS-20-SSUDL-01.A 12/01/20 NEMO(TST6049) ASTM D1970 4j-GAF-20-SSUDL-01.A 12/22/20 NEMO(TST6049) ASTM D4798,TAS 103 4j-GAF-20-SSUDL-02.A 03/15/21 NEMO(TST6049) ASTM D4798 4j-FTS-21-SSUDL-02.A 06/09/21 PRI(TST5878) ASTM D226(OK) GAF-339-02-01 03/13/12 PRI(TST5878) Wind Uplift GAF-434-02-01 09/16/13 PRI(TST5878) Wind Uplift GAF-434-02-03 09/16/13 PRI(TST5878) Wind Uplift GAF-434-02-04 09/16/13 PRI(TST5878) ASTM D4533(various) GAF-818-02-01 12/05/17 PRI(TST5878) ASTM D1970(AL) MSA-047-02-01 04/11/18 PRI(TST5878) ASTM D4533(Dadra,India) GAF-847-02-01 _ 06/04/18 PRI(TST5878) ASTM D4533(Dadra,India) _ GAF-914-02-01 04/10/19 PRI(TST5878) ASTM D4533,D5035(VA) 376T0012 07/15/19 PRI(TST5878) ASTM D4533(Parzai,India) 376T0018 07/31/19 PRI(TST5878) ASTM D4533(Umerkui Kilvani,India) 376T0018 07/31/19 PRI(TST5878) ASTM D1970(AR) 376T0032 10/22/19 PRI(TST5878) ASTM D4533(Gujarat,India) 376T0058 02/18/20 NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 2 of 8 )NEMoIetc. Entity Examination Reference Date PRI(TST5878) ASTM D226(S-CA) 37670054 02/18/20 PRI(TST5878) ASTM D5035(various) 376T0103 09/11/20 PRI(TST5878) ASTM D4533,D5035(Rajasthan,India) 376T0111 12/22/20 PRI(TST5878) ASTM D4533,D5035(Gujarat,India) 376T0113 12/22/20 PRI(TST5878) ASTM D5035(Gujarat,India) 376T0146 03/11/21 PRI(TST5878) ASTM D4533,D5035(Rajasthan,India) 376T0161 05/07/21 PRI(TST5878) ASTM D226,Type II 376T0192 09/16/21 NEMO Traceability FBC Cross-Listing 04/22/20 NEMO Traceability FBC Cross-Listing 04/08/21 UL,LLC(QUA9625) Quality Control Service Confirmation(AL) 05/04/20 UL,LLC(QUA9625) Quality Control Service Confirmation(various) 06/10/21 UL,LLC(QUA9625) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) 4.1 GAF Extended Dry-In Membrane ASTM D1970 Langley,BC Canada 4.2 Liberty"SBS Self-Adhering Base/Ply ASTM D1970 Mt.Vernon,IN Sheet Savannah,GA Mt.Vernon,IN 4.3 StormGuard®Film-Surfaced Leak Barrier ASTM D1970(Table 1)1 Savannah,GA WeatherWatch®Mineral-Surfaced Leak Arkadelphia,AR 4.4 ASTM D1970 Savannah,GA Barrier Tuscaloosa,AL Deck-Armor"Premium Breathable Roof 1507.1.1.1(2&3,Exception)/ 4.5 Dadra,India Deck Protection R905.1.1.1(2&3,Exception) Dadra, India 1507.1.1.1(2&3,Exception), Gujarat,India 4.6 FeltBuster®Synthetic Roofing Felt 1507.1.1.1(5)/R905.1.1.1(2&3, (CPP)Rajasthan,India Exception),R905.1.1.1(5) (MIP)Rajasthan,India Richmond,VA Spartanburg,SC 4.7 Shingle-Mate®Roof Deck Protection ASTM D226,Type II(Table 1) Pryor,OK Shafter,CA 4.8 StormSafe"Anchor Sheet 1507.1.1.1(2&3,Exception)/ North Bay,ON R905.1.1.1(2&3,Exception) Dadra, India 4.9 Tiger Paw"Premium Roof Deck 1507.1.1.1(2&3,Exception)/ Gujarat,India Protection R905.1.1.1(2&3,Exception) Parzai,India Umerkui Kilvani,India 4.10 VersaShield®Fire-Resistant Roof Deck ASTM D226,Type II Conover, NC Protection 4.11 Ruberoid®Mop Granule ASTM 06164 Savannah,GA FRSA/TRI 09-18 4.12 Ruberoid®Mop Granule FR ASTM D6164 Savannah,GA FRSA/TRI 09-18 'StormGuard®Film-Surfaced Leak Barrier has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt when tested at standard laboratory conditions. Agreement between purchaser and seller,as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 3 of 8 )NEMoIetc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4 and 1507.5 1507.7 1507.8 and 1507.9 Clay and Concrete Tile Metal Slate or Wood Asphalt Underlayment Mechanical Adhesive- Slate-Type Shingles Panels Shingles Shingles Shakes Attach Set Shingles Yes Yes GAF Extended Dry-In Membrane Yes No No Yes Yes Yes (joint strips, (joint strips, 1507.1.1.3/ 1507.1.1.3/ R905.1.1.3) R905.1.1.3) Liberty'"SBS Self-Adhering Yes Yes ps, Base/Ply Sheet Yes No No No No No 150 1.1.3/ 1507 1oint srips, (joint `1.3 / R905.1.1.3) R905.1.1.3) Yes Yes StormGuard®Film-Surfaced Leak Barrier Yes No No Yes Yes Yes (joint srips, (joint 15071.13/ 15071`1.3/ 5905.1.1.3) 5905.1.1.3) WeatherWatch®Mineral-Surfaced Yes Yes Leak Barrier Yes No No No No No (joint strips, (joint 1507.1.1.3/ 1507.1.1.3s/ 5905.1.1.3) R905.1.1.3) Deck-Armor'"Premium Breathable Roof Deck Protection Yes No No Yes Yes Yes No No FeltBuster®Synthetic Roofing Felt Yes No No No No No No No Shingle Mate®Roof Deck Yes No No No No No No No Protection Tiger Paw'"Premium Roof Deck Protection Yes No No Yes Yes Yes No No VersaShield®Fire-Resistant Roof Yes No No No No No No No Deck Protection Yes Yes Ruberoid®MopGranule No (Cap Sheet in (Cap Sheet in 2-ply system) No No No No No 2-ply system) See 5.6.1 Yes Yes Ruberoid®MopGranule FR No (Cap Sheet in (Cap Sheet in 2-ply system) No No No No No 2-ply system) See 5.6.1 NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 4 of 8 ( )NEMoIetc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE COMBINATIONS2 Underlayment Adhesive Florida Product Approval Ruberoid°Mop Granule;Ruberoid°Mop Granule FR Dupont"Tile Bond'"Roof Tile Adhesive" FL22525 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates GAF Extended Dry-In Membrane self-adhering None plywood Liberty"SBS Self-Adhering Base/Ply Sheet StormGuard°Film-Surfaced Leak Barrier self-adhering (Optional) plywood ASTM D41 Weather Watch°Mineral-Surfaced Leak Barrier Liberty"SBS Self-Adhering Base/Ply Sheet StormGuard°Film-Surfaced Leak Barrier self-adhering None ASTM D226 felt,Type II Weather Watch®Mineral-Surfaced Leak Barrier Liberty"SBS Self-Adhering Base/Ply Sheet StormGuard®Film-Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal, etc.) Weather Watch°Mineral-Surfaced Leak Barrier Ruberoid° Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid® Mop Granule FR Ruberoid®Mop Granule GAFGLAS®#80 Ultima"Base Sheet hot asphalt None Ruberoid®Mop Granule FR or Ruberoid®20 Smooth 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but—for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 5 of 8 )NEMoIetc. #1 Maximum Design Pressure=-442.5 psf. Deck: Min.2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Sheet: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 Ultima Base Sheet,GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. Cap Sheet: Ruberoid°Mop Granule or Ruberoid°Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 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 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020)for enhancements. #2 Maximum Design Pressure=-45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS° #80 Ultima" Base Sheet or Ruberoid° 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the min. 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: Ruberoid°Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #3 Maximum Design Pressure=-75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS° #80 UltimaTM Base Sheet or Ruberoid° 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the min.4-inch wide side laps and 8-inch o.c.at three(3),equally spaced,staggered center rows in the field of the sheet. Cap Sheet: Ruberoid° Mop Granule or Ruberoid°Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #4 Maximum Design Pressure=-97.5 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS° #80 Ultima'' Base Sheet or Ruberoid° 20 Smooth mechanically attached with 11 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the min. 2-inch wide side laps and 4-inch o.c. at four(4),equally spaced center rows in the field of the sheet. Cap Sheet: Ruberoid° Mop Granule or Ruberoid°Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 6 of 8 )NEMoIetc. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Prepared Roof Cover Maximum Underlayment Exposure Installation Type (days) Deck-Armor"Premium Breathable Roof Deck Protection, FeltBuster®Synthetic Roofing Felt,Shingle-Mate®Roof Deck Protection,StormSafe'""Anchor Sheet,Tiger Paw"'Premium Roof Deck Protection,VersaShield®Fire-Resistant Roof Deck Mechanically attached 30 Protection,Liberty"'SBS Self-Adhering Base/Ply Sheet,StormGuard®Film-Surfaced Leak Barrier and WeatherWatch® Mineral-Surfaced Leak Barrier GAF Extended Dry-In Membrane Mechanically attached 180 Adhesive-set tile roof system 180 Ruberoid®Mop Granule and Ruberoid®Mop Granule FR Mechanically attached UNLIMITED 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Staging Slope Flat Max. 10-tile stack 4:12 Ruberoid®Mop Granule Flat Max.6-tile stack(4 over 2) 5:12 Lugged Max. 10-tile stack 5:12 Flat or Lugged Max.6-tile stack(4 over 2) 5:12 Ruberoid®Mop Granule FR - Lugged Max. 10-tile stack 4:12 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application and prime the substrate(if applicable). 6.3 Deck-ArmorT"Premium Breathable Roof Deck Protection or Tiger Pawn" Premium Roof Deck Protection: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception) or 1507.1.1.1(3,Exception)or FBC Residential R905.1.1.1(2,Exception)or R905.1.1.1(3, Exception)for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.4 FeltBuster®Synthetic Roofing Felt: 6.4.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.5 StormSafe®Anchor Sheet: 6.5.1 StormSafe'"Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.5.2 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception) or 1507.1.1.1(3,Exception)or FBC Residential R905.1.1.1(2,Exception)or R905.1.1.1(3, Exception)for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 7 of 8 NEMO I etc. 6.5.3 One the same day, install Liberty."' SBS Self-Adhering Base/Ply; StormGuard® Film-Surfaced Leak Barrier or WeatherWatch® Mineral-Surfaced Leak Barrier over the StormSafe'""Anchor Sheet. 6.6 Shingle-Mate®Roof Deck Protection: 6.6.1 Shall be installed in compliance with requirements for an approved mechanically attached underlayment (ASTM D226,Type II)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.7 VersaShield®Fire-Resistant Roof Deck Protection: 6.7.1 Shall be installed in compliance with requirements for an approved mechanically attached underlayment(ASTM D6757)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.8 GAF Extended Dry-In Membrane, LibertyTM SBS Self-Adhering Base/Ply Sheet,StormGuard®Film-Surfaced Leak Barrier or WeatherWatch®Mineral-Surfaced Leak Barrier: 6.8.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. 6.8.2 Back-nailing is required. Back-nailing shall consist of Approved cap nails spaced 18-inch o.c.,encapsulated within min.4-inch side laps. 6.8.3 When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.8.4 GAF Extended Dry-In Membrane, Liberty"'SBS Self-Adhering Base/Ply Sheet,StormGuard®Film-Surfaced Leak Barrier or WeatherWatch® Mineral-Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.9 Ruberoid®Mop Granule;Ruberoid®Mop Granule FR: 6.9.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" in the "Two Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. 6.9.2 Refer to Section 5.8 herein for attachment limitations. 6.9.3 Refer to Table 4 for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (613)371-2765;Jacob.Stewart@ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 01506.04.08-R23 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments Revision 23:12/14/2021 Page 8 of 8