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1200 TULIP ST ROOF22-0049 COAB Permit Form with Conditions
Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION METAL ROOF ROOF22-0049 1200 TULIP ST READY ROOFING OWNER:ADDRESS:CITY:STATE:ZIP: MEYER TRUST 1200 TULIP ST ATLANTIC BEACH FL 32233-1825 COMPANY:ADDRESS:CITY:STATE:ZIP: Ready Roofing 3035 POWERS AVE ST 4 JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171025 0000 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1200 TULIP ST ROOF NON SHINGLE METAL ROOF $40000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 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. 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. 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. 1 of 2Issued Date: 9/23/2022 PERMIT NUMBER ROOF22-0049 ISSUED: 9/23/2022 EXPIRES: 3/22/2023 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 TOTAL: $443.32 2 of 2Issued Date: 9/23/2022 PERMIT NUMBER ROOF22-0049 ISSUED: 9/23/2022 EXPIRES: 3/22/2023 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $443.32 ROOF22-0049 Address: 1200 TULIP ST APN: 171025 0000 $443.32 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $255.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN REVIEW $127.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 STATE SURCHARGES $10.82 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 TOTAL FEES PAID BY RECEIPT: R21050 $443.32 Printed: Friday, September 23, 2022 2:45 PM Date Paid: Friday, September 23, 2022 Paid By: Ready Roofing Pay Method: CREDIT CARD 729526392 1 of 1 Cashier: TG Cash Register Receipt City of Atlantic Beach Receipt Number R21050 By Mike Jones at 3:29 pm, Sep 19, 2022 50.00 OFFICE COPY Revision Request/Correction to Comments City of Atlantic Beach Building Department ••ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: i<coFZZ-~9 OfiRevision to Issued Permit OR d corrections to Comments 9 (ls(zz_ Date: 09/14/2022 Project Address: _1_2o_o_T_u_li_p_S_tre_e_I ______________________________ _ Contractor/Contact Name: Jim Jessup/Ready Roofing. LLC. Contact Phone: (904) 607-5283 Email: bruce@readyroofingjax.com --=-------------3 5)--"~ -3 ;).7' Description of Proposed Revision / Corrections: Re-submitting the correct Fl Product Approval #'s along with installation instructions I_J_im_J_e_s_su_p_/R_e_a_d_y _R_oo_fi_m~g_. L_L_C_. ___ 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? 0 No D Yes (additional s.f. to be added: ____________ ) •~ill propose~ revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? ~No D Yes (add1t1onal increase In building value: $ _________ ) (Contractor must sign ,f increase In valuation) *Signature of Contractor/Agent: _______________________ _ (Office Use Only) !Y'Approved D Denied D Not Applicable to Department Permit Fee Due $ ------- Revision/Plan Review Comments ------------------------------- Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [REVIEWED ] Date Updated 10/17/18 By Mike Jones at 3:36 pm, Sep 19, 2022 REVIEWED FOR CODE COMPLIANCE • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existiing/proposed structure(s): □Commercial Jesidential • If an existing: structure, is a fire sprinkler system installed?: □Yes B'No • Will tree(sl be removed in association with proposed project? □Yes (must submit separate Tree Removal Permitl ~ Describe In detail the type of work to be performed: ~oof fl!f/tfCl!t~f-l [ i, 11 5~i'rJ ~-b.M ~Ip./ (l)"+i 5:5 ~. GN ~ IK"r_b[ J Vvih" !"'~4' Florida Product Appmval h_ FL /<i 6 Y.5, lh~, 1f I FL[!)').' -5;2.5 for multiple prom.icts~e pr,oduct approval form Name__,_........,.'--1-1,...,__.,1-#,,"""--"-..--------~~Address /.Jdt] Tu/,p 5}: City~..J..,J.,;,:.,:..:.......:"'---,.a:,"'-r!-""4-,...-------State_....._zip ,JJ.).53 Phone qot{,b/6 -.71l7_G:S: E-Mail o1 -Cd"" ,· Owner or Agent (If Af, nt, Power of Attorney or Agency Letter Required) __________________ _ Contractor lnform.1tion Name of Company T(qt~DD/111)1.lLC Address Xl '.30 ]~ _ 5/, '::/. Office Phone1{0~/ h02 t;J ~ State Certification/Registration# fil J ?t>J 7Ji1/ uuan 1t:1 ~s T e..s.s ve City __ ~-~-..,..,,., .fl Zip J~Z Job Site Canta E-Mail -a--i M Jtf'f,q)yrr;o/z'-;,j J'f £,totfll Architect Name & Phone# ________________________________ _ Engineer's Name & Phone# ----r,-r-----:----:::::r-------,,-----::-----::-------------~;-r"'.~---~ Workers Compensation Insurer r.5u-ra,,,cf OR Exempt o Expiration Date __,;:.brµc,i-µz.c.:z....L--- 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 111i1¥.be found in the public records of this county, and there may be additio1rial permi\s 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 regul:ating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE "FOR IMPROVEMENTS ro·vouR PROPERTY. tf"YOU INTEND TO OBTAIN FINIAN CING, CONSULT WITH YOUR LEN N ATTORNEY BEFORE YC~TICE OF COMMENCEME (Signature of Owner or Agent) ffi med) before me this .Th_~ of (Signature of Cont ractor) . { d) before mi~ this __ I ) Personally Known OR I I Produced Identification Type of Identification: ___________ ....Jt~fV'~ By Mike Jones at 11:53 am, Sep 19, 2022 .... JOB COPY [REVIEWED ] -------- EVALUATION REPORT OF MET AL SALES MANUFACTURING CORPORATION '26 GA. I~lAGE II PANEL' FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 14645.11-R-t ROOFING MET AL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South yd 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) 366-15-t3 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2397-11 Date: 10.7.2020 Manufacturer: Product N:ame: Panel Description: Materials: Deck Description: Deck Attad 1ment: (Minimum) New Unde:rlayment: Existing Underl ayment: (Optional) Slope: Allowable Upli ft Load: (Factor of Safety== 2) Fastener Pattern: Sidelap Adhesive: Test Standards: Test Equivalency: JOB COPY Metal Sales Manufacturing Corporation Image JI Max. 16" wide coverage with I" high 1ibs FL 14645.I I -R4 C2397-I l 10.7.2020 Page 2 of 3 M in. 26 ga .. 50 ksi steel. Galvani zed coated steel (ASTM A653) or Galvalume coated steel (ASTM A 792) or painted steel (ASTM A 755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Min. 7/16" thick OSB or min. 15/32" thick Plywood or mini. ¾" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and install ed as per FBC 2020. 8d x 2.5" lo ng ring s hank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and edges. Designed as per FBC 2020. Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction and optiona l for reroofing cot11struction. One layer of aspha lt shingles over one layer of #30 felt. For reroofing construct ion only. I /2: 12 or greater in accordance with FBC 2020 Section 1507.4.2. Requires applied lap sealant for roo f s lopes less than 3: 12. 20.8 psf @ fastener spacing of 24" o.c 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 #IO 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 ¼". Schnee-Morehead SM 7 I 08 Permathane adhesive Roof assembly tested in accordance with UL580-94 (Rev 98) 'Uplift Resistance of Roof Assemblies' & UL! 897-98 'Uplift Test:s for Roof Coveri ng Systems'. 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 U L 1897-12. r • JOB COPY FL 14i645.l 1-R4 C2397-11 10.7.2020 ]Page 3 of 3 Code Compliance: The product desc1ibed herein has demonstrnted 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 cunent approved roofing materials directory or ASTM E 108/UL 790 report from an accredited laboratory for fire ratings of this product. Suppo1iin1g Documents: UL580/UL 1897 Test Reports Farabaugh Engineering and Testing lnc. Project No. Tl 76-11, Reporting Date 4/26/11 Project No. T260-I 1, Rep01ting Date 8/ 15/ 11 ROOF PANEL ROOF PANEL SEE DET:AJL MIN. 2X_ WOOD RAFTER/ JOISl / TRUSS AT MAX. 24" O.C. EXISTING SHINGLES SEE DE.'.tAJL 2 (OPTIONAL) "',,----I °" MIN. 2X_ WOOD RAFTER/JOIST/ TRU'SS AT MAX. 24" O.C. NEW UNOERLAYMENT 1 (REOUIREO ONLY FOR \\ NEW CONSTRUCTION) #10 PANCAKE SCREW 0 MAX. 24" O.C. ~PANEL /. MIN 26 GA. DETAIL 1 .__ _______ MAX. 16" ---------! PANEL FASTENER SPACING PE:R UPLIFT LOAD TABLE.. -....__ MINIMUM ATTACHMENT: EXISTING UNDERLAYMENT 8d x 2.5" LONG RING SHANK NAIL (OPTIONAL) OR #B x 2" LONG WOOD SCREWS SPACED O 6" O.C. IN THE FlELD & AT EDGES FASTENING PATTERN 1 NEW UNDERLAYMENT (REQUIRED ONLY FOR NEW CONSTRUCTION) ADHESIVE IN THE PANEL SIOELAP EXISTING UNDERLAYMENT "-MINIMUM ATTACHMENT: (OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED O 6" O.C. IN mE FlELD & AT EDGES FASTENING PATTERN 2 \_OSB 7/16" THICK (MIN,) 01~ PLYWOOD 15/32" THICK (MIN.) / PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. TYPICAL PANEL INSTALLATION X-SECTION JOB COPY GENERAL NOTES· EXISTING SHINGLES ~ (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) 0S8 7 /16' THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN) 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (\ = 0.018"). MAX. EFFECTIVE COVERING WIDTH OF PANEL = 16". NEW UNOERLAYMENT 7 (REQUIRED ONLY FOR \ NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) DETAIL 2 E)(ISTING UNDERLAYMENT (OPTIONAL) SlDElAP ADHESIVE NOM. J/8" BEAD 610 PANCAKE SCREW 0 MAX. 6' O.C. PANEL MIN 26 GA. 058 7 /16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) l[l_ -SIDELAP ADHESIVE LOCATION • J. THE ROOF PANELS SHAll BE INSTAU.EO OVER SHEATHING & STRUCTURE AS SPEClflEO ON THlS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED fOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WINO LOADS ARE GREATER THAN THE AUOWABLE WINO LOADS SPECIFIED ON THIS DRAWING. 5. AU. FASTENERS MUST BE IN ACCORDANCE WITH TIHIS DRAWING & THE: rLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWl::EN THE MINIMUM REQUIREMENTS Of Tl·IIS DRAWING & THE CODE. THE CODE SHALL CONTROL 6 RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPUCATION AND ARE. THE HESPONSIBILITY OF OTHERS. 7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3: 12. The street address for this project lies in an exposure D. Mike Jones, COAB, Plans Examiner, COAB. By Mike Jones at 3:27 pm, Sep 19, 2022 JOB COPY l\tlET AL SALES MANUFACTURING CORPORATION Image II Uplift Loads (Min. 26 ga.) Description Fa<;tener Spacing Allowable Uplift along Panel Length Load (in) (p!-.f) Coverage width: 16" I 6 63.5 8 58.8 Panel Fastener: 10 -49.8 # I 0-12: pancake head screws 12 -ll.5 1-+ 35.6 16 31.1 --- 18 27.7 20 24.9 22 22.6 - 2~ 20.8 With Sidelnp Scalam 6 86.55 Notes: I. The b1old number~ indicate design load~ cuh:ulated from te~1 data with ,afety factor of 2. - - - 2. Panel!, must be installed as per Evaluation Report FL 146-15.11 and Metal Sales cun·ent installation procedure. 3. Three or more span~ condition. 12 16 N Laming Ave .. Suite C Tulsa. Ok 74106 918 492 5992 [REVIEWED Bala Sockalingam. Ph.D .. P.E FL 62240 I ] _lm_p_o_rt_an_t_ln_f_or_m_a_tio_n ___ r_,~-~-JOB co PY 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 nol responsible for the performance of the metal panel system if it is not installed in accordance with the sug- gested instru ctions referenced in this manual. lf there is a conflict between this manual and the approved Metal Sales' erection drawings, the approved erection drawings arc to take precedence. Prior to ordering and installing materials, all dimen- sions should be verified by field measurements. Oil canni ng 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. ,l" Metal Sales Manufacturing Corporauon Subject to cltong~ without notice. effective 6/2011 1 _Tu_b_le_of_C_o_nt_en_t_s ___ r_,_~_JOB60PY Important loformation ............................................................ 1 Panel Information .................................................................... 3 Handling Material .................................................................... 4 Delivery & Storage ................................................................... 4 Safety Considerations .............................................................. 5 Panel Conditions ................................................................... 6-7 Slope Data ................................................................................. 8 Flashings .............................................................................. 9-1 J Eave ........................................................................................... 9 Extended Eave .......................................................................... 9 Cleat .......................................................................................... 9 Offset Cleat ............................................................................... 9 12" Coil ...................................................................................... 9 Valley ....................................................................................... 10 Image JJ Rake ......................................................................... I0 Image II Step Rake ................................................................ I0 Rakewall. ................................................................................. JO 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 ......................................................................................... I I Pitch Break ............................................................................. 11 1.5" Sill/Head .......................................................................... 11 1.5" Sill To So flit ..................................................................... JI 1" Z-Closure ............................................................................ 11 Accessories .............................................................................. 12 Fastener Selection & Installation .......................................... 13 Fastening Guide ................................................................ 14-15 Eave Installation ..................................................................... 16 Valley Installation .................................................................. 17 Panel Installation (ll:xposcd) ............................................ 18-19 Panel Installation (Concealed) ......................................... 20-22 Dctails ................................................................................. 23-33 Eave ......................................................................................... 23 G utter ...................................................................................... 24 Valley ....................................................................................... 25 Rake ......................................................................................... 26 Rakewall with Counter .......................................................... 27 Rakcwall with Rcglct ............................................................. 28 E ndwall with Counter ............................................................ 29 Endwall with Reglet ............................................................... 30 Slope C hange .......................................................................... 31 Peak ......................................................................................... 3 1 Ridgc/H ip ................................................................................ 32 Vented Ridge ........................................................................... 32 I" Z-Closure Installation ....................................................... 33 Final lnsfTuctions ................................................................... 34 Section Properties .................................................................. 35 otes ................................................................................... 36-39 2 ,. Mcrnl Suk, "1onufawmng l"urporntion Sub1c,t h> ch.ingc w1tho111 notice. eOi:ct,vc 612011 Panel Information C _J) ______ ~ff I" JOB COPY 12" Panel Coverage Striated C J=------------~---JrT 1" 12" Panel Coverage With Minor Ribs (Wc,t Coast Only*) C _J)'----------------'rT 1" 16" Panel Coverage Striated C _J):....__ ________ fl 1" 16" Panel Coverage With Minor Ribs (West Coast Only*) • Minimum recommended slope for Image II is 3:12 • Recom mended 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 U pa nels manufactured at the Woodland, California and Anchorage, Alaska branches C -Indicates colored side of pa nel 3 1.: Metal Sale, Manufacturing Corpomtion Subject to chongc without notice. cfTcctivc 6/2011 Handling Material 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. Jf bundles must be opened, we recommend you recrate them before lifting. To avoid damage please lift the bundle at its center of gravity. -· .,-,,:c°Ji0TION ,, • --.: ,._,_ _-. 11" . ·:. - Improper loadi!'fg-and unloading.of bundles and crates may result i_n 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 • • • • 4 Always check the shipment upon delivery. C heck 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 d amage 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. ,· Mcllll Saks \110nufoc1unng C:Of]'Ortlllon Subjccl IO change w11hou1 m>t1cc. effoctive 61201 I Safety Considerations STUDY APPLICABLE OSHA A D OTHER STATE A D FEDERAL SAFETY REQUIREMENTS BEFORE FOLLOWING THESE I STRUCTJONS. 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 faJls Note: Other personal protective equipment may be required, including: hard hats, protective clothing, or a harness. ·l,'J Mcial Sales Ma11ufac1uring Corpora1io11 I Subji;c1 lo chunge without notice. effective 612011 5 Panel Conditions 0 7 0 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) S. 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 re Mcrnl Sales Manufacturing Corporatmn Subject 10 change wuhout notice. efft-ctivc 612011 (jJ 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 industr y 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 a nd the approved Metal Sales erection drawings, the approved erection drawings are to take precedence. 7 ~ Metal Sales Manufacturing Corporation / Subject to change without notice. effective 6nOI I Slope Data This chart should be used when specifying and orderi ng panels and flashings. It will help you determine overall required length of mate1ial on sloped applications. SLOPE SLOPE HIP/VALLEY SLOPE SLOPE HIP /VALLEY FACTOR MULTIPLI ER FACTOR MULTIPLIER I: 12 1.0035 1.4167 7:12 1.1577 1.5298 2:12 1.0138 1.4240 8:12 l.2019 1.5635 3: 12 1.0308 1.4362 9:12 1.2500 1.6008 4:12 1.0541 1.4530 10:12 1.301 7 1.6415 5: 12 1.0833 1.4743 11 :12 1.3566 1.6853 6:12 l.11 80 1.5000 12:12 1.4142 1.7320 EXAMPLE: Peak s Eave ,c._ ______ __j L L Hip or Valley Rake Eave or Gutter -~---------1 28'-0" 14'-0" Ridge 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 1.054l(fromchartabove)= 14.7573' OR 14'-9" 8 'f" Mernl Soles Manufacturing Corporo1ion Subjcc110 change "ilhC1ul no11ce. dfec1ive 6/201 I Standard Flashings C -Indicates colored side of panel Eave Extended Eave 37/a" 6" X* C 3" C 5/a" Open Hem Open Hem 1 o· -2" Length 10'·2" Length • Specify Slope Angle • Specify Slope Angle Cleat Offset Cleat 21/2" 11/2" 1" C 135° 1/z" C 1/z" 10'-2" Length 10'·2" Length 12" Coil (For continuous gutters) i 16" Inside Diameter 9 C Meial Sales Manufacturing Corporation I Subject 10 change without notice. effective 612011 Standard Flashings (Cont.) n~.s Valley 1 0' -2" Length • Specify Slope Angle Image II Step Rake C Hem 11/e" 4" Open Hem 5/a" 10'-2" or 20'-3" Length Image II Step Rakewall 4" ~ C ~11/e'' 27/e 1" 1 0' -2" Length Reglet Flashing :.~,,,.. l Hem 1 0' -2" Length 13" Ridge/Hip Cover 11/z" 10'-2" Length • Specify Slope Angle 10 Image II Rake 31/2" 4" C l w· 3/a" 10'-2" or 20'-3" Length Rakewall C 31/2" 4" Hem 10'-2" Length Counter Flashing ~ /e" 1" C ¾" ¾" 10'-2" Length Step Ridge/Hip Cover C 1/2" 10'-2" Length • Specify Slope Angle Perforated Vent Drip 135° ¾~,_ ______ _ C 3¼" 10'-2" Length ,· Mct~I Salc>5 "1anufacturing ('orponuion Subjc-cl lo chuni;~ wi1hou1 nt•ticc. effective 612011 Standard Flashings (Cont.) n~.s Peak C 5" 3/s" 10'-2" or 20'-3" Length • Specify Slope Angle 1.5" Sill/Head C 21/2'' ~ 11/2': 1"~w· 10'-2" Length 1" Z-Closure 1" C 1" 1 o· -2" Length PROFILE/ 3:12 FLASHING EAVE 104° PEAK 76° PITCH 104° BREAK VALLEY, 160° HIP RIDGE 152° Pitch Break 4" X* 10'-2" Length • Specify Slope Angle 1.5" Sill To Soffit C 21/z" 11/2" 3/s" 1/2" 4¼" 10'-2" Length 4:12 5:12 6:12 7:12 108° 11 3° 11 7° 120° 72° 67° 63° 60° 108° 113° 11 7° 120° 154° 148° 143° 138° 143° 135° 127° 120° 11 t) Metal Sales Manufacturin!J Corporation, Subject to change without notice. effective 6/2011 Accessories Cobra Vented Closure Double Bead Tape Sealant 7/e" X 3'1s" X 25'-0" Butyl-Gray Tube Sealant Metal Panel Hemming Tool 36" 1" Image II Outside Closure 12 Touch-Up Paint Available in pints PV0F and CF45 ms-HT Peel-and-Stick Underlayment Rubber Roof Jack MINI (¼" to 11/e'' 0 .0 . Pipe) #2 (1¼" to 3" 0 .0 . Pipe) #4 (3" to 6" 0 .0. Pipe) #6 (6" to 9" 0 .0. Pipe) #8 (7" to 13" 0.0 . Pipe) Underlayment Primer " Mc1al Sal~s Man11lac1unng l'nrpornt1<111 SubJCCI to change without notice. effective (,/201 I Fasterner Selection Pop Rivet <I 4 1/s" X 3/15" Flashing -to -Flashing attachments Stitch Screw I ¼" -14 x 7/s" Driller Flashing -to -Flashing attachments Woodscrew I #9-16 x 1" Type A #9-16 x 1½" Type A #9-16 x 2" Type A Exposed Panel / Trim -to -Wood attachments #8-18 x ¾" Type A Concealed Panel / Trim-to -Wood attachments Alternate: #10-12 x 1" Pancake Head Woodscrew -- Correct Too Loose Too Tight Note: Screws must be properly driven to ensure proper seal, holding strength, and allowance for cx1>ansion 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 <t; Metal Sales Manufocluring Corpora11011 , Subjec1 to change withoul no1ice. eITec1ive (,/2011 Fastening Guide Recommended Fastener Spacing (inches) For Slopes 3:12 to 6:12 Wind Speed (mph) Exposure Category Roof Slope: 3:12 -6:12 Field Edfe Corner 908 -13.3 psf -23. psf -34.3 psf 24 24 24 Field E'e Corner 90C -17.2 psf -29. psf -44.2 psf 24 24 18 Field Ed~e Corner 1008 -16.5 psf -29. psf -42.2 psf 24 24 18 Field Ed~e Corner 100C -21.2 psf -36. psf -54.6 psf 24 24 18 Field Edfe Corner 1108 -19.9 psf -34. psf -51.3 psf 24 24 18 Field Edje Corner 110C -25.6 psf -44. psf -66 psf 24 18 12 Field Edfe Corner 1208 -23.7 psf -41. psf -61 psf 24 24 12 Field Edfe Corner 120C -30.5 psf -53. psf -78.6 psf 24 18 6 Notes: 1. Fastener spacing is based on #8-18 x 1/~" Tniss Head Woodscrcw fastener in the nail strip anaching to '/R" plywood . I /3 allowable stress increase is not used. 2. Allowable spacing is based on an applied load determined using ASCE 7-05 fo r the Wind Speeds. Wind Exposure Categories, Roof area. Gable roof~ Enclosed building. Topographic factor of I, Importance factor of I and mean roof height of20'. 3. Allowable spacing is detennined for wind suction using the combination 0.6 DL + WL. Also considered is the appropriate inward wind pressure, 20 psflive load and the weight of the panel. Zone 2 (Edge) Zone I (Field) Zone 3 (Comer) a a Contact 1eta l Sales for use of othH types of fasteners and substrates. 14 ·• ~tcwl Sal~, Manufoc1t1ring l'<>rp<•rnli<•n Sub1,-ct lt> change w11hou1 nt>lltt. effer1ivc 61201 1 Fastening Guide (Cont.) Recommended Fastener Spacing (inches) For Slopes 6:12 to 12:12 Wind Speed (mph) Roof Slope: 6:12 -12:12 Exposure Category Field Edge Corner 908 -14.6psf -17 psf -17 psf 24 24 24 Field Ed~e Corner 90C -18.8psf -21. psf -21.9 psf 24 24 24 Field Ed~e Corner 1008 -18.8 psf -21. psf -21 psf 24 24 24 Field Edfe Corner 100C -23.2 psf -27. psf -27.1 psf 24 24 24 Field E~e Corner 1108 -21.8 psf -2 .5 -25.5 24 24 24 Field Edje Corner 110C -28 psf -32. psf -32.8 psf 24 24 24 Field Edje Corner 1208 -25.9 psf -30. psf -30.3 psf 24 24 24 Field Edge Corner 120C -33.3 psf -39 psf -39 psf 24 24 24 otes: I. Fastener spacing is based on #8-18 .x ¼" Truss Head Woodscrew fastener in the nail strip attaching to W' 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 I, Importance factor of I 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 l (Field) Zone 3 (Corner) a a Contact Metal Sales for use of other types of fasteners and substrates. 15 t Metal Sale, Monufocturing Corponuion Subjt-ct to change without notice, cffi.'Ctivc 612011 Installation Procedures 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. Meta l Sales recommends a minimum 30# felt moisture barrier. To avoid pa nel distortion, use a properly aligned and uniform substructure. All Cleat and Eave nashiogs must be installed prior to pa nel installation. I. Position Cleat on walJ at the appropriate distance from roof- line. Make sure Cleat allows for proper Eave attachment. 2. Attach Cleat to wall with #8-18 x .I/,'' T russ 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 tbe Eave flashing against tbe substrate. 4. Fasten Eave fl ashing to substrate with #8-18 x ¼" Truss Head Woodscrcws, 4' o.c. to hold the Eavr flashing in place during installation. Note: If two or more flashings arc required, lap the flashing over t he 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. 3"* Moisture Barrier Truss Head Woodscrew, 1' o.c. (2) Cleat (1) Truss Head Woodscrew, 4' o.c. (4) Moisture Barrier Eave (3) Truss Head Woodscrew, 1' o.c. (2) Cleat (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 ,, MclUI Sulc, Manuli!clliring l'orporotwn SubJccl 10 change v.ithout nohcc. cfkc1ivc 612011 Installation Procedures Step 2 Installing Valley Flashing All Valley nashings must be installed prior to panel installation. l. Position Valley on roof, working from the low end to the high end. 2. Attach Valley to substrate with #8-18 x 3//' Truss Head Woodscrcws, 4' o.c. 3. Make sure Truss Head Woodscrews arc positioned as to be covered by the Image II Panel when installed. Note: If two or more Valley flashings are re•Juired, lap the Valley flashing over the previously installed Valley flashing by a minimum of6" placing 2 beads ofTube Sealant between the flashings. Truss Head Woodscrew, 4' o.c. (2) Moisture Barrier Valley (1) (X) Numbers indicate sequence of installation. 17 ,• Me1al Soles Mnnufoc1uring Corporolion Subjcc110 change wi1hou1 nolicc. cffcc1ivc 6/2011 Panel Installation 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. lnstaU first panel so that lhe panel end has proper overhang making sure lhat panel is square to eave and r ake. 11 is critical that the first panel be strai~ht and square with the building as it controls alignment of the following roof panels. 3. Fasten panel lo su bstrate with a #8-18 x ¾" Truss Head Wood- screw in center of the fostening groove located along the male leg of the panel. f astener spacing must be designed to meet local building codes. It is important that the fastener be placed in tht' center of the fastening groove and make sure not to over tighten screws. 4. Fasten lmagr II panel with (4) #9-16 x 1" Woodscrews through Dou bk Bead Tape Sealant, flashing, a nd into the solid sub- strate as shown below. Square panel at Rake (2) Position panel at Eave (2) #9-16 x 1" Woodscrew (4) CAUTION Addlllonat screw• may bo n,qutred for high snow loading and sto-cp slopes. Image II Panel (2) #9-16 x 1" Woodscrew (34) Double Bead Tape Sealant (1) Truss Head Woodscrew (3) Double Bead Tape Sealant (1) (X) Numbers indicate sequence of installation. 18 r t-lc1al Sales \lunufochmng Corporouon SubJcCI 10 change w1lho1,1 nollcc. enec1i,c 6121111 Panel Installation Step 2 Exposed Fastened Panel Installation Installing Second Panel I. Snap second pa nel 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 ¾" 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 l" Woodscrcws through Double Bead Tape Sealant, flashing, and into the solid sub- strate below. 4. Continue with previous step until instaUation 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. S. Once installation is complete, 611 each lower end of panel rib with Tube Sealant, and clean any deb.-is 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 -fl (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 t, Metal Sales Manufac1uri11g Corporation , Subject 10 change without notice. effcc1ivc 6/2011 Panel Installation Step 1 Concealed Fastened Panel Installation Installing First Panel ote: Moisture Barriers, Eave, Va lley, and Offset Cleat flashing must first be installed before panel installation can begin Jmage IJ panels arc installed from left lo right or right to left. I. Install Eave Hashing and Valley fJashing as shown on pages 16-17. 2. Apply a row of Double Bead Tape Sealant on the bottom leg of the Offset Cleat a nd align on substrate. J. Fasten Offset Cleat to substrate with a #8-18 x 3/."' Truss Head Woodscrew through top of Eave flashing and into substrate, I' o.c. Make sure Offset Cleat is lined up to properly accommo- date hemmed panel. 4. Field notch and hem the Image II panel as shown below. 5. Apply a single bead of' tube sealant inside the open hem of the Image II panel. Note: Jf you are to field bend the panel ends to close off panels on the low side, see 1rnge 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 20 Field Notch Rib (5) , 1¼" Field bend flat part of panel to accept Offset Cleat (6) Hemming Tool 11/z" Field apply tube sealant in hem and slide onto pre-installed Offset Cleat (7) (X) Numbers indicate sequence of installation. r, MclUI Sales Manufoclunng C'orponmon SubJCCI lo change wi1hou1 notice, cfTcctivc 6/2011 Panel Installation Step 1 (cont) Concealed Fastened Panel Installation Installing First Panel 6. Install first panel so that ca ve has proper overhang making sure that the panel is square to cave 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 pa nel to subsh·ate with a #8-18 x 3//' 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) Position panel at Eave (6) Truss Head Woodscrew (8) Double Bead Tape Sealant (X) Numbers indicate sequence of installation. 21 'I.' Metal Sale~ Manufoc1un111.; Corpon111011 Subject lo chnni.;c without notice. effective 6/2011 Panel Installation Step 2 Concealed Fastened Panel Installation Installing Second Panel l. Field notch and hem the Image 11 panel as shown on page 20. Apply a single bead of Tube Sealant inside the open hem of (be Image II panel. 2. Place the second panel on top of previously instalJed panel so that the second hemmed panel can be engaged with the Offset Cleat. 3. Begin sn apping the pa nels together working from eave to peak. lt is critical that panels only be snapped in one direction. 4. Repeat notes 2 and 3 for r emaining 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 pa nel end (See below). Position panel to keep ends flush (1) Apply sealant at all rib ends along eave (2) Offset Cleat Field cut panel ribs 11/2" 1" 1112" Pop Rivet (5) Note: If you a,·c to field bend the panel ends to close off panels on the low side, this must be done before hemming of p anels (see page 20). (X) Numbers indicate sequence of installation. 22 <" Mcial Sole, 'vtanufocturini; ('o'l'oralion Sub1ec1 tu chan~e w1lhout nollce, dTec11ve 6i201 I Eave Detail All Eave flashings must be installed prior to panel installation. I. Position and install Cleat to wall with #8-18 x ¾" Truss Head Woodscrew, t' o.c. Make sure Cleat allows for proper Eave attachment considering wall panels. 2. lnstall Eave flashing by resting the flashing against the substrate and fasten with #8-1 8 x ¼" 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 ma king sure that panel is square to eave and rake. 5. Fasten substrate with a #8-18 x 3//' 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, a nd 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) #9-1 6 x 1" Woodscrew (7) Double Bead Tape Sealant (5) Eave (3) Truss Head Woodscrew 1' o.c. (2) Cleat (1) Optional Eave with Offset Cleat (X) Numbers indicate sequence of installation. 23 ·l:-Mewl Sales Mnnufoctunng Corporation SuhJ~Cl to chnngc with<iut notice. effective 6/2011 Post-Hung Gutter Detail All Eave flashings must be installed prior to panel installation. 1. Install Eave flashing by resting the flashing against the suhstrate and fasten with #8-IR x 3//' Truss Head Woodscrcws, 4' o.e. 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. lnstall first panel so that the panel end has proper overhang making sure that panel is square to cave and rake. 4. Fasten substrate with a #8-18 x ¾" 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 I" Woodscrcws 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 a nd Flashing into the substrate. Pop Rivet the G utter 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 Hashings a nd securing with Pop Rivets, 2" o.c. 24 Optional Gutter with offset cleat 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) Gutter Flashing (By Others) (6) (X) Numbers indicate sequence of installation. ,· Mctul Sales Munufactunng C,1rpur.u1<•11 Subiect 10 chungc "-lli111u1 n<>licc. effective M20I I Valley Detail 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 arc required, Valley flashing must be installed working from eave t.o peak. It is recommended that ms-HT underlayment be installed under Valley flashing for added moisture protection. I. Install Valley fl ashing against substrate from t he low end to the high end. To bold Valley flashing in place, fasten to substrate with #8-18 x 3/•" Truss Head Woodscrcws, 4' o.c. 2. Apply a row of Double Bead Tape Sealant across both sides of Vall ey flashing approximately S" 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 Va lley flashing. 4. Fasten Image ll panel with ( 4) #9-16 x I" Woodscrews through Double Bead Tape Sealant, fl ashing, and into t he solid sub- strate as shown below. S. If two or more Valley flashings a rc required, lap the Valley flashing over the previously Valley installed flashing by a minimum of 2" placing 2 heads of Tube Sealant between the Valley fl ashings. 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" Optional Valley with Offset Cleat 3n (X) Numbers indicate sequence of installation. 25 , Metal Sales ~anufoc1uring Corpornt1on Subject tu chongc w11hou1 notice, efTeclh c 6/2011 Rake Detail 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 I", otherwise skip to the next note. 3. Apply a row of Double Bead Tape Seala nt to the fl at 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 ¾" Truss Head Woodscrew, I' 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 llat pan of the Image II panel with #9-16 x I" Woodscrcws, I' o.c. 6. If two or more !lashings are required, lap the flashing over the previously insta lled flashing by a minimum of 2" placing a bead of Tube Sealant between the flashings and securing with Pop Rivets. 2" o.c. 26 #9-16 x 1" Woodscrew, 1' o.c. (6) Double Bead Tape Sealant (2) Image II Panel (1) Moisture Barrier Rake (5) Truss Head Woodscrew, 1' o.c. (4) Cleat (3) Optional Rake with 1" Z-Closure (X) Numbers indicate sequence of installation. r Melul Sule, Manuliictunng (',1rpon111on Subjl'tt to drnngc with,,,11 nollcc, cOi,cuvc 6/201 I ~~;') Rakewall with Counter Detail 11 ~ J J. 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 I" Woodscrews, l' o.c. to the flat pan of the Image II panel. 4. lnstaU Counter Flashing, a nd fasten to parapet wall with appropriate fastener 1' o.c. Seal Counter Flashing to parapet wall with Tube Sealant. S. If two or more flashings arc required, lap the flashing ove1· 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. n 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 With 1" Z-Closure (X) Numbers indicate sequence of installation. 27 I~ Metal Sales Manufacturing Corporation / Subject 10 chauge without notice. effective 6/2011 Rakewall with Reglet Detail n~-S I. 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 I", othen vise skip to the next note. 3. Apply II 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, I' o.c. to the flat pan of the Image II Panel. 5. Install Rcglet in field cut groove in the parapet wall. Seal Reglet lo parapet waU with 1\abe Sealant. 6. If two or more llashings arc 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. 28 n 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 (X) Numbers indicate sequence of installation. ,, Mewl Sales Monufoc1uring Corpom1ion Subject to chongc w1thou1 notice. cffcclivc (,/2011 --.~~ Endwall With Counter Detail I I ~--, 1. Once panels have been installed , field cut the J" 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 J" Z-Closure placement will accommodate Pitch Break nashing. 3. Install field cut I" Z-Closure as shown on page 33. 4. Fasten I" Z-Closure through panel with #8-18 x 3//' Truss Head Woodscrews, 4 per panel. 5. Apply a continuous bead of Tube Sealant across top leg of J" Z-Closure filling any gaps or openings around panel ribs. Position a nd install Pitch Break nashing to I" Z-Closure with Pop Rivets, 3 per pa nel. 6. Fasten vertical leg of Pitch Break to the parapet wall with the appropriate fastener, 1' o.c. 7. Install Counter Flashing, and fasten to parapet wall with appropriate fastener, I' o.c. Seal Counter Flashing to parapet wall with Tube Sealant. 8. Jf two or more nashings are required, lap the flashing over the previously installed nashing by a minimum of 2" placing a bead of Tube Sealant between the flashings and securing with Pop Rivets 2" o.c. Double Bead Tape Sealant Pop Rivet -·x-1-1--· -1-7a; Truss Head Woodscrew 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) I" Z-Closure (2) Image II Panel (1) Optional Endwall with Foam Closure (X) Numbers indicate sequence of installation. 29 I Me1al Sales Ma11ufoc1uri11i.t Corporn1ion Subjccl to change wi1hout nutice, elfoc1ive 6/201 I Endwall With Reglet Detail I. Once panels have been installed, field cut the I" 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 I" Z-Closure placement will accommodate Pitch Break flashing. 3. Install field cut I" Z-Closurc as shown on page 33. 4. Fasten I" Z-Closure through panel with #8-18 x 3//' Truss Head Woodscre\\s, 4 per panel. 5. Apply a continuous bead of Tube Sealant across top leg of t" Z-Closurc tilling any gaps or openings around panel ribs. Position and install Pitch Break flashing to I" Z-Closure with Pop Rivets, 3 per panel. 6. Fasten vertical leg of Pitch Break to the parapet wall with the appropriate fastener, I' o.c. 7. fnstall Reglet in field cut groove in the parapet wall. Seal Reglet to parapet wall with Tube Sealant. 8. Ir two or more flashings are required, lap the !lashing over the previously installed !lashing by .i minimum of 2" placing a bead of Tube Sealant between the flashings and securing with Pop Rivets, 2" o.c. Double Bead T.ipe Se.ilant Pop Rivel ---------.,.i,-T T Truss Head Woodscrew 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) Optional Endwall with Foam Closure (X) Numbers indicate sequence of installation. 30 <" Mela! Sales Manul'ac1unng Corymrnlion SubJCCI Ill change without nolicc. eflcclivc 6/201 I Slope Change Detail 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) (X) Numbers indicate sequence of installation. Peak Detail Ill Double Bead Tape Sealant Pop Rivet T r Truss Head 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 Peak (9) Double Bead Tape Sealant (2) Truss Head Woodscrew, 1' o.c. (7) Cleat (8) Double Bead Tape Sealant Pop Rivet il• 7 I • f I ,r;: Truss Head Woodscrew (X) Numbers indicate sequence of installation. 31 -l' Metal Sales Manufacturing Corporation Subject to change without notice, effective 6/2011 Ridge/Hip Detail 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 •t 7 T •-, f ~ Truss Head Woodscrew (X) Numbers indicate sequence of installation. Vented Ridge Detail -2" Max- Optional Vented Ridge with Perforated Vent Drip fa 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 Double Bead Tape Sealant Pop Rivet ·c I Truss Head Woodscrew (X) Numbers indicate sequence of installation. 32 r Meial Sales Manufacturing Corporu1ion Subject lo change wi1hou1 nouce. etT~-ctive 6.12011 1" Z-Closure Installation Truss Head Woodscrew 1" Z-Closure Double Bead Tape Sealant Field bent tab (1 ") 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 rt~ Metal Sales Manufacturing Corporation Subject to change without notice, effective 6/2011 Final Instructions Clean-Up • Inspect panel surfaces and tlashings 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 nashings 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 colo1· for panels or trim is required, please inquire with Metal Sales for more information. Electrical Grounding (if required) • All siding a nd 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 < Mc1al Sak, Manufaclunng (orpomlion Suh1cc110 change w11hnu111011cc. dTecti1e 6,2011 SECTION PROPERTIES Panel Width Yield Weight Top in Compression Profile in Grade Gauge ksi psf lxx Sxx in4/ft in3/ft Image II 12 80 26 80 0.99 0.0205 0.0225 Image II 16 80 26 80 0.92 0.0158 0.0170 NOTES: 1. Section properties are calculated per AISI 2007. 2. Ixx and Sxx are effective section properties for deflection and bending. Bottom in Compression lxx Sx:x in4/ft in3/ft 0.0211 0.0232 0.0165 0.0177 en (1) 0 .... -· 0 ::, .,, -, 0 "'C (1) ::i -· (1) en By Mike Jones at 2:47 pm, Sep 19, 2022 2/8/22, 3:59 PM Florida Building Code Online ' - . . ~ CIIWITMIM o, Business & . J -, ---•• JOB COPY , . -r ....... ,:,.,, . -' BCIS Home Log In User Reg,stratoon Hot Topics Subm1l Surcharge Stats & Facts PubJjcatlons Contact Us BCIS S1te Map Lmks Search d~r ~ :;.~:-:,c::~:.m••· l REVIEWED ] ~m.AP-proval Me-nu > Product or Aoohcauon Search > ~r:1011cation List> Applicati~o""h"'D"'@t'"b"'il ______________________ _ Fl# Application Type Code Version Application Status Comments Archived Pmduct Manufacturer Address/Phone/Email Auithorized Signature Technical Representative Adodress/Phone/Email Quality Assurance Representative Ad,:lress/Phone/Email Caltegory Sulbcategory Co1mpliance Method FL10626-R23 Revision 2020 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lreith@nemoetc.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Roofing Underlayments Evaluation Report from a Florida Registered Archite,ct or a licensed Florida Professional Engineer Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Ev,1luatlon Report Florida license Qu,allty Assurance Entity Qu,ality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-59166 UL LLC 12/31/2024 John W. Knezevich, PE Validation Checklist -Hardcopy Received FL10626 R23 COi 2021 01 COi NJEMlNEN,QQf standard ASTM D1970 ASTM D4533 (tear) ASTM D4798 (weathering) ASTM D4869 (water transmission) ASTM D5035 (tensile) ASTM D6164 ASTM D6757 FM 4474 . FRSA/TRI, 6th Edition Yllr 2015 2015 2011 2016 2011 2011 2016 2011 2018 https://www.floridabuilding.org/pr/pr _ app _ dll.aspx?param=wGEVXQwtDqtBNbEY5V%2boQY9nVE2RUHV0xKjvNQ3GJL9D6WRX 1 VTMGw%3d%3d 1 /2 218122, 3:59 PM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 12/16/2021 12/19/2021 12/23/2021 02/08/2022 .---~,_of Products 7 Model, Number or Nam_e __ t-D_e_s_c_r_ip_ti_o_n __________________ -r-------------1 FL# 10626.1 -1 GAF Roof Underlaymea,ts for Roofing Underlayments for use in sloped roof systems use ·n FBC non-HVHZ JunsdIctIons ------ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/·442.5 Other: 1.) The design pressure noted In this application relates to one particular underlayment system. Refer to ER Section 5.8.3 I for details. 2.) Refer to ER Section 5 for other Limits of Use. Installation Instructions FL10626 R23 II 2021 12 14 FINAL ER GAF UNDERLAYMENTS FL10626· B.U.RQ! Verified By: Robert Nlemlen 59166 Created by Independent Third Party: Yes 1 Evaluation Reports FL10626 R23 AE 2021 12 14 FINAL ER GAF UNDERLAYMENTS FL10626· B.U.RQ! Created by Independent Third Party: Yes ~ · · 2601 Bla,r Stone Road Tdllahassee FL 32399 Phone: 850-487-1824 The State of Florida" an AA/EEO employer. ~oydght 2D07•2QJJ 5tate of Bonda.: ~ ·: Acce!§Jbd1ty St]tement :: Retund Statement Under Flonda law, emaU addresses c1re public records, If you do nor want your e-m~•I address released in response to a public-records request, do not send electronic mail to this ent1ty. fr15tead, contact the otf,ce by phone or by traditional ma,I. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275( l ), Florida Stat1.1tes1 effect.ve October 1, 2012, Hcensl"es lteensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided mav be used for official communIcatIon with the hcensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whk:h can be made aYaHable to th~ pubhc. To dcterm•n~ if vou are a licensee under Chapter 455, F.S., please chck ~- Product Approval Accepts: ~~lii!E HI Credil Card Safe sl'ntrit, ,11 1 k.lC, hltps:l/www.noridabui1ding.org/pr/pf_app_d\1.aspx?param=wGEVXQwtDqtBNbEY5V%2boQY9nVE2RUHVOxKjvNQ3GJL9D6WRX1VTMGw%3d%3d 212 ENGINEER GAF lCampus Drive Parsippany, NJ 07054 (800) 766-3411 SCOPE : EVALUATE EVALUATION REPORT TEST NEMO I etc. Certificate of Authorization 1132455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 CONSULT Evaluation Report 01506.04.08-R23 FL10626-R23 Date of Issuance: 04/25/2008 Revision 23: 12/14/2021 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-HVHZjurisdictions 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 t he 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. Florido Registration No. 59166, Florido DCA ANE1983 CERTIFICATION OF INDEPENDENCE: The facsimile seal appearing was authomed by Robert Nieminen, P.E. on 12/14/2021. Th,s does not serve as an electronically signed document, 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 8NEMoletc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with t he 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.l.1, Material standard ASTM 01970 2015 R905.2.8.2 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tear Strength A5TM 04533 2015 R905.1.l.1(2&3, Exception), R905.l.l.1{5) 1507.1.1.1{2&3, Exception), 1507.1.1.1(5) / Tensile strength ASTM 05035 2011 R905.1.1.1(2&3, Exception), R905.l .l.1{5) 1507.1.1.1(5) / R905.l.l.1{5) liquid water transmission ASTM 04869 2016 1507.1.1 / R905.l.1 Material standard ASTM D6757 2016 1507.3.3, R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 1507.11.2 M aterial standard ASTM D6164 2011 TASllO Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date ERO {TST6049) ASTM D1623 & FRSA/TRI {Slippage) G341S0.08.ll 11/14/11 ERD {TST6049) ASTM D6164 {GA) G40630.01.14-2B-R2 01/07/14 ERO {TST6049) ASTM 06164 {GA) G46160.09.14-3A 09/09/14 ERD {TST6049) ASTM D1970 (GA) GAF-SC13285.03.17-3 03/01/17 ERO {TST6049) ASTM 01970 {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 lntertek (TST1558) ASTM D4869 (Oadra, 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-OOW-19-SSLAP-01.A-R2 10/01/19 NEMO (TST6049) ASTM 01970 4j-FTS-20-SSUOL-Ol.A 12/01/20 NEMO (TST6049) ASTM D1970 4 j-GAF-20-SSU O L-01.A 12/22/20 NEMO (TST6049) ASTM 04798, TAS 103 4j-GAF-20-SSUOL-02.A 03/15/21 NEMO (TST6049) ASTM 04798 4j-FTS-21-SSU OL-02.A 06/09/21 PRI {TST5878) ASTM 0226 {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 04533 {Oadra, India) GAF-847-02-01 06/04/18 PRI (TST5878) ASTM 04533 {Oadra, India) GAF-914-02-01 04/10/19 PRI (TST5878) ASTM 04533, 05035 {VA) 376T0012 07/15/19 PRI (TST5878) ASTM 04533 {Parzai, India) 376T0018 07/31/19 PRI {TST5878) ASTM 04533 {Umerkui Kilvani, India) 376T0018 07/31/19 PRI {TST5878) ASTM 01970 {AR) 376T0032 10/22/19 PRI {TST5878) A5TM 04533 {Gujarat, India) 376T0058 02/18/20 NEMO ETC, llC Certificate of Authorization #32455 7™ EDITION (2020) FBC NON-HVHZ EVALUATION GAF Roof Underlayments Evaluation Report 01506.04.08-R23 Fl10626-R23 Revision 23: 12/14/2021 Page 2 of 8 8NEMOletc. Entity Examination Reference Date --PRI (TST5878) ASTM 0226 (S-CA) 376T0054 02/18/20 PRI (TST5878) ASTM 05035 (various) 376T0103 09/11/20 PRI (TST5878) ASTM 04533, 05035 (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 04533, D5035 (Rajasthan, India) 376T0161 05/07/21 PRI (TST5878) ASTM 0226, 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 4. PRODUCT DESCRIPTION: 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 Product GAF Extended Dry-In Membrane Liberty•M SBS Self-Adhering Base/Ply Sheet StormGuard• Film-Surfaced Leak Barrier WeatherWatch• Mineral-Surfaced Leak Barrier Oeck-ArmorlM 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 Protection Ruberoid• Mop Granule Ruberoid• Mop Granule FR Florida BCIS Material Standard ASTM D1970 ASTM D1970 ASTM D1970 (Table 1) 1 ASTM D1970 1S07.1.1.1(2&3, Exception)/ R905.1.1.1(2&3, Exception) 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.l.1.1{5) ASTM D226, Type II (Table 1) 1507.1.1.1(2&3, Exception)/ R905.l.1.1(2&3, Exception) 1507.1.1.1(2&3, Exception)/ R905.1.l.1(2&3, Exception) ASTM D226, Type II ASTM D6164 FRSA/TRI 09-18 ASTM D6164 FRSA/TRI 09-18 Current Plant(s) Langley, BC Canada Mt. Vernon, IN Savannah, GA Mt. Vernon, IN Savannah, GA Arkadelphia, AR Savannah, GA Tuscaloosa, AL Dadra, India Dadra, India Gujarat, India (CPP) Rajasthan, India (MIP) Rajasthan, India Richmond, VA Spartanburg, SC Pryor, OK Shafter, CA North Bay, ON Dadra, India Gujarat, India Parzai, India Umerkui Kilvani, India Conover, NC Savannah, GA Savannah, GA 1 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 ot standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established os to slip resistance. NEMO ETC, LLC Certificate of Authorization #32455 7TH EDITION (2020} FBC NON-HVHZ EVALUATION GAF Roof Underlayments Evaluation Report 01506.04.08-R23 FL10626-R23 Revision 23: 12/14/2021 Page 3 of8 8NEMoletc. 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: FBC Section: 1507.2 Underlayment Asphalt Shingles GAF Extended Dry-In Membrane Yes Liberty•~ SBS Self-Adhering Yes Base/Ply Sheet StormGuard• Film-Surfaced leak Yes Barrier WeatherWatch* Mineral-Surfaced Yes Leak Barrier Deck-Armor"' Premium Breathable Yes Roof Deck Protection FeltBuster• Synthetic Roofing Felt Yes Shingle-Mate• Roof Deck Yes Protection Tiger Paw"' Premium Roof Deck Yes Protection VersaShield• Fire-Resistant Roof Yes Deck Protection Ruberoid• Mop Granule No Ruberoid" Mop Granule FR No NEMO ETC, LLC Cerrl[,cote of Authorization fl:J2455 TABLE 1: ROOF COVER OPTIONS 1507.3 1507.4 and 1507.5 Clay and Concrete TIie Metal Mechanical Adhesive- Attach Set Panels No No Yes No No No No No Yes No No No No No Yes No No No No No No No No Yes No No No Yes Yes !Cap Sheet in !Cap Sheet In No 2 plv system) 2-ply system) See 5.6.1 Yes Yes (Cap Sheet ,n (Cap Sheet In No 2-ply system) 2 ply system) See 5.6.1 7'" EDITION (2020) FBC NON-HVHZ EVALUATION GAF Roof Underlayments Shingles Yes No Yes No Yes No No Yes No No No 1507.7 1507.B and 1507.9 Slate or Wood Slate-Type Shingles Shingles Shakes Yes Yes Yes Oomt stnps, C,omt strips, 1507.1.1.3/ 1507.1.1.3 I R9051.1.31 R90S.l.l.3) Yes Yes No Oo1nt strips. ~olnt strips. 15071.1.3/ 1507.1.1.3 I R905.1.l.3) R905.t,l ,3I Yes Yes Yes Uolnt strips, Ooint strips. 1507.1.1.3/ 1507.l.l.3 / R90S.l.13I R90S.l.1.3) Yes Yes No l)omtstnps. (Joint strips, 1507.J.l 3 / 1507.1.1.3/ R90S.11 ll R905.l.1.3) Yes No No No No No No No No Yes No No No No No No No No No No No Evaluation Report 01506.04.08·R23 Fll0626-R23 Revision 23: 12/14/2021 Page4 of8 8NeMoletc. 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 (Optional) StormGuard• Film-Surfaced Leak Barrier self-adhering 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'M SBS Self-Adhering Base/Ply Sheet metal (flashing metal, valley metal, StormGuard• Film-Surfaced Leak Barrier self-adhering ASTM D41 etc.) Weather Watch• Mineral-Surfaced Leak Barrier Ruberoid• Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid• Mop Granule FR Ruberoid" Mop Granule hot asphalt GAFGLAS• 1180 Ultima™ Base Sheet None or Ruberoid• 20 Smooth Ruberoid• Mop Granule FR 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 Florido 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 lA or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 2 Refer to Tile Manufacturer's ar Adhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance. NEMO ETC, LLC Certificate of Authorization 1132455 7™ EDITION (2020) FBC NON-HVH2 EVALUATION GAF Roof Underlayments Evaluation Report 01506.04.08-R23 Fl10626-R23 Revision 23: 12/14/2021 Page 5 of 8 8 NEMOjetc. #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 1175 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applled in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. Cap Sheet: Ruberoid8 Mop Granule or Ruberoid9 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 lA 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 WDl, 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: GAFGLAS9 #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: GAFGLAS9 #80 Ultima"' Base Sheet or Ruberoid" 20 Smooth mechanically attached with 12 ga., min. 1.25-lnch 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 Ruberoidl'I 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. NEMO ETC, LLC Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS" 1180 Ultimar" 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. Certificate of Authorirotlon 1132455 7"'EDITION (2020) FBC NON-HVHZ EVALUATION GAF Roof Underlayments Evaluation Report 01506.04.08-R23 FL10626-R23 Revision 23: 12/14/2021 Page 6 of 8 8NEMoletc. 5.9 Exposure limitations: TABlE 3: EXPOSURE LIMITATIONS Prepared Roof Cover Maximum Underlayment EKposure 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 Ruberoid• Mop Granule and Ruberoid"' Mop Granule FR Adhesive-set tile roof system 180 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 limitat ions can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TllE 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 Ruberoid• Mop Granule FR Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 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-Armor™ Premium Breathable Roof Deck Protection or Tiger Paw™ 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 6.4.1 6.5.1 6.5.2 FeltBustere Synthetic Roofing Felt: 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. I StormSafe™ Anchor Sheet: StormSafe™ Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 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 FL10626-R23 Revision 23: 12/14/2021 Page 7 of 8 Certificate of Avthorizotion 1132455 7™ EDITION {2020) FBC NON-HVHZ EVALUATION GAF Roof Underlayments . . 8NEMoletc. 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. I 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 6.7.1 VersaShield" Fire-Resistant Roof Deck Protection: 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, Liberty™ 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.l.l. 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 t ile staging limitations. 1 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of t his 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 NEMO ETC, LLC Certificate of Authorization //32455 -END OF EVALUATION REPORT - 7'" EDITION (2020) FBC NON-HVHZ EVALUATION GAF Roof Underlayments Evaluation Report 01506.04.08-R23 Fl10626-R23 Revision 23: 12/14/2021 Page 8 of 8