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RF-14-1500 cc ) q_,SZy Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224929 Permit Number: RF-7-14-1500 Scheduled Inspection Date: January 30, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Flat Job Address: 9099 BISCAYNE Boulevard BURGER WIWI- Miami Shores, FL 33138- Phone Number (305)779-8040 Parcel Number 1132060110040 Project: <NONE> Contractor: R& K CONTRACTING INC Phone: (954)484-9339 Building Department Comments RE-ROOF EXISTING FLAT ROOF W/DURO-LAST Infractio Passed Comments SINGLE PLY WHITE PVC RE-ROOF SLOPED ROOF INSPECTOR COMMENTS False OVER DRIVE-THRU W. STANDING SEAM METAL PANEL ROOF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-224837. CREATED AS REINSPECTION FOR INSP-218963. CREATED AS REINSPECTION FOR INSP-215806. Print photos. Need permi/inspection for gas stack. Failed ❑ Overflow scupper not per code Roof OK. Missing gas stack inspection Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 29, 2015 For Inspections please call: (305)762-4949 Page 14 of 34 ` • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217371 Permit Number: RF-7-14-1500 Scheduled Inspection Date: August 12, 2014 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Roof in Progress Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Flat Job Address:9099 BISCAYNE Boulevard BURGER w1kitl Miami Shores, FL 33138- Phone Number (305)779-8040 Parcel Number 1132060110040 Project: <NONE> Contractor: R& K CONTRACTING INC Phone: (954)484-9339 Building Department Comments RE-ROOF EXISTING FLAT ROOF W/ DURO-LAST Infractio Passed Comments SINGLE PLY WHITE PVC RE-ROOF SLOPED ROOF INSPECTOR COMMENTS False OVER DRIVE-THRU W. STANDING SEAM METAL PANEL ROOF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215805. 3/4 DONE WILL PRINT PHOTOS cs Q V A-IZ7-9:-_ Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 11, 2014 For Inspections please call: (305)762-4949 Page 24 of 39 I N G E L M O Civil, structural Engineering ASSOCIATES • PA Design Consulting C.A.No.26864 July 31, 2014 pingelmoC@inoelmo.biz www.ingelmo.biz Mr. Ismael Naranjo, Building Official Miami Shores Village Building Department Miami Shores, Florida 33138-0000 RE: Burger King Restaurant 9099 Biscayne Blvd, Miami Shores, Florida Permit No. CC-3-14-388 Dear Mr. Naranjo: Pursuant to a request by management, the undersigned visited the above referenced site on July 25, 2014 to review a structural condition located at the prefabricated wood trusses support at the south end of the building. The support was altered in order to allow the prefabricated wood trusses to fit the condition that existed in the field. We requested to have additional wood members be added at this location in order to compensate for this alteration. As a result and after the remedial action noted was completed we find the existing condition to be structural acceptable. We hereby state that to the best of our knowledge, belief and professional judgment those portions of the structure outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Please feel free to contact me should you have any questions or require any additional information. Sincerely, galngelmo, P.E. O ASSOCIATES PA Principal PI/mn cc:file 250 Catalonia Avenue,Suite 301 o Coral Gables,FL 33134 o Tel:305-461-6009 Fax:305-461-6010 r r „Ma ' y, mk �. ,s % x , r } a A rx v Y � \�� a •, ,.� � v i r j. _,,. ..... �..:.._ zk t k,1Ar��A ::.. ,,,., -,,; „c; �. � �x, ..:..:Ars:� �r.n•,.r �'• ' a rx h i a 1 ri L 5� �A A k .w+ .;:� ''• tyV� w �.. t � ,.��` .fir.��. •.�"� eta '$ .r�3��:��' '� E fE #E K IN 1 � s �z r� k o x„a CaIJ Zz�, T OU DH or-all s 3 ff aM � f t ,Y .. F I y 3 4 Y �F or 51 Uto 5 3,. a � pry" "INh f: x kap '� Rale+^ kr B� has rzl { D �"' xt � $, ��,�'A �i�f,IYI�� iPl�l�i�q��y�hhll 11 lf�p Pii11j1, s= AT j IF- WT KIT of 1i Y Sd 3$'. I y ' 8 � t : r. n � 2 �x..,�., ✓�,-� _"..G tt_.., �.waa" s«�.,�. :amu � �=. K_3 1 x,49 S} atT r Y o �g n II Ui � r m r 4 lk i! UVB ob a�Ai,�aa�Z!�s� U / Q d A _ ` 2 U ro � m � w Vii. f v Fa. V z x fAll�l+. #x'� Z;t R v - -lot pp R AN t I �.s t � k � y w^ y � tea... .. �s "all 3 `£ � h r � ..��+ �, � Y IBJ✓ 3�� R .� � �. J c � Y J 4A Also L"0 i RECEIVED 19 ►�� Miami Shores Village �S19 Building Department JUL 14 2111114 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1C7 BUILDING Master Permit No.C�Cj-3-14i-388 PERMIT APPLICATION 'sub Permit No. I"�� I� —100 ❑BUILDING ❑ ELECTRIC -_� ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-Ir PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9099 BISCAYNE BLVD. (BURGER KING #3711) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1132060110040 Is the Building Historically Designated:Yes NO I Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder):SHORE SQUARE PROPERTIES, LLC. Phone#: (305) 779-8040 Address:696 125TH STREET r City: MIAMI State: FL Zip; 33161 Tenant/Lessee Name: BURGERikING Phone#: Email: CONTRACTOR:Company Name: R&K CONTRACTING, INC. Phone#: (954)484-9339 Address: 11700 NW 25TH STREET City: PLANTATION State: FL Zip: 33323 Qualifier Name: K. STEPHEN SMITH II Phone#: (954) 214-3682 State Certification or Registration#: CCC-1326291 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$37,500 Square/Linear Footage of Work: 2,750 SF Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace El Demolition Description of Work: RE-ROOF EXISITING FLAT ROOF W/ DURO-LAST SINGLE PLY WHITE PVC r RE-ROOF SLOPED ROOF OVER DRIVE-THRU W/ STANDING SEAM METAL PANEL ROOF Specify color of color thru tile: Submittal Fee$�V . Permit Fee$ /`w CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rl TOTAL FEE NOW DUE$ �� ( �J V (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rection fee will be charged. . Stephen Smith 11 President Signature Signature R&K Contracting, Inc. WOWNERorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument s acknowledged before me this / day of /'.,-�/U�C/ 20 /Z/ ,by ��day of 2 by V4rW /7.rl who is personally known to who is ersonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. :4 NOTARY PUBLIC: NOTARY PUBLIC: E x,o�, 1. Sign: Sign: 'yO 1/��/ '••�9 Print: i170 ez_ Print: C Seal: ;; �:'r KATYA GONZALEZ Seal: %��'.• s160° \`�� f: Commission#FF 032722 ��F�0 R I D P\� •�`�� o Expires July 2,2017 Bonded Ttvu Troy Fain Inswance 800-785.7019 y�llllll ll\\1\ APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) P We are using InsulFoam SP Insulation,when combined with any PVC membrane,in this case DURO-LAST Single Ply PVC over Wood Decks,it is considered a class A fire rated system. (See page 1) • NOA No. 12-0529.09 (NOA for Duro-Last) • InsulFoam Spec sheet is in permit packet already on file with your building department. • InsulFoam data sheet is attached to this packet RECEIVED JUL 4 I A x UNDERWRITERS LABORATORIES ROOF SYSTEM APPROVALS For a complete listing of roofing codes go to www.insulfoam.com. Click on Roofing Applications and select Technical Information. Single Ply Systems Single Ply-Mechanically Attached Single Ply-Ballasted_Systems *Class A *Class A Deck: Combustible or Non-Combustible Deck: Combustible or Non-Combustible System: Single Ply-Mechanically Attached System: Single Ply-Ballasted Barrier Board: 1/2"(min.)gypsum board or 1/4"(min.) Insulation: InsulFoam EPS,Tapered InsulFoam, InsulFoam DensDeck. HD Composite, R-Tech, Insull-am, InsulVent, Insulation: InsulFoam EPS,Tapered InsulFoam, InsulFoam SP; any thickness, any density. R-Tech; any thickness, any density. Membrane: Any UL-Classified membrane system. Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, Surfacing: River bottom stone—1000 Ib/sq. min. CSPE, CR, NBP, EIP, EP, PIB or TPA. Surfacing: See membrane listing. Single Ply-Adhered Systems *Class A *Class A Deck: Non-Combustible Deck: Combustible or Non-Combustible System: Single Ply-Mechanically Attached System: Single Ply-Adhered Insulation: InsulFoam EPS,Tapered InsulFoam, Barrier Board: 1/2"(min.)gypsum board or 1/4"(min.) R-Tech, InsulLam, InsulVent; any thickness,any DensDeck. density. InsulFoam/wood fiber or Insulation: InsulFoam EPS,Tapered InsulFoam, InsulFoam/perlite; factory-laminated R-Tech; any thickness, any density. or field-applied. Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, CSPE, CR, NBP, EIP, EP, PIB or TPA. CSPE, CR, NBP, EIP, EP, PIB or TPA. Surfacing: See membrane listing. Surfacing: See membrane listing. *Class A *Class A Deck: Non-Combustible Deck: — Non-Combustible System: Single Ply-Adhered System: ' Single Ply-Mechanically Attached Insulation: InsulFoam EPS,Tapered InsulFoam, Insulation: InsulFoam SP; any thickness, any density, R-Tech, Insull-am, InsulVent; any thickness, mechanically attached. any density. - -Membrane: Any UL-Classified PVC,TPO, CSPE or InsulFoam/wood fiber or InsulFoam/perlite; reinforced Carlisle Sure Seal; max. 60 mil. factory-laminated or field-applied. Surfacing: See membrane listing. Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, CSPE, CR, NBP, EIP, EP, PIB or TPA. *ClassA Surfacing: See membrane listing. Deck: Non-Combustible System: Single Ply-Mechanically Attached *Class A Insulation: InsulFoam EPS,Tapered InsulFoam, Deck: Non-Combustible R-Tech; any thickness, any density. System: Single Ply-Adhered Slip Sheet: SecurePly Insulation: InsulFoam SP; any thickness, any density, Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, mechanically attached. CSPE, CR, NBP, EIP, EP, PIB or TPA. Membrane: GAF Material Corp. EverGuard Freedom Surfacing: See membrane listing. TPO or Genflex Roofing System's GenFlex Peel&Stick TPO, max.60 mil, self-adhered. *Class A Surfacing: See membrane listing. Deck: Non-Combustible System: Single Ply-Mechanically Attached *Class A Insulation: InsulFoam HD Composite, any thickness, any Deck: Non-Combustible density. System: Single Ply-Mechanically Attached Membrane: Any UL-Classified EPDM, CPE, CSPE, PVC, Insulation: InsulFoam HD Composite, any thickness, any NBP,TPA, EIP, or TPO. density. Surfacing: See membrane listing. Membrane: Any UL-Classified EPDM, CPE, CSPE, PVC, Note: Classification (A, B or C)will be the same as the NBP,TPA, EIP, or TPO. classification for the membrane when applied Surfacing: See membrane listing. directly over polyisocynaurate insulation.The Note: Classification (A, B or C)will be the same as the maximum incline can not exceed 1/2:12 classification for the membrane when applied directly over polyisocynau rate insulation.The maximum incline can not exceed 1/2:12 Insulfoam Roofing Manual,November 2012 020 0- a OR InsulFoam° SP A Description InsulFoam SP is an advanced roof insulation consisting of a superior closed-cell, lightweight and resilient expanded poly- styrene (EPS) with a durable and stable, factory-laminated fiber glass facer. InsulFoam SP has a nominal density of 1.25 Ib/ft' (pcf), and meets or exceeds the requirements of ASTM C578,Type VIII, Standard Specification for Rigid, Cel- lular Polystyrene Thermal Insulation. In addition, InsulFoam SP offers a long-term, stable R-Value and has excellent di- mensional stability, compressive strength and water resistant properties. Uses InsulFoam SP is specifically designed for low-sloped roof applications that employ mechanically fastened or ballasted TPO, PVC, EPDM and CSPE, as well as low-sloped built- up, modified bitumen and fully adhered single ply roofs that incorporate cover boards or slip sheets. Please consult lo- cal building codes and membrane manufacturers for system InsulFoam SP standard sizes are as follows: requirements. Thickness Widthn Le ath Pieces/Bundle Advantages Re-cover 1.0" 4' 8' 36 R-19 4.5" 4' 8' 8 4w Labor Savings. With a factory-laminated facer, Insul- R-20 4.75" 4' 8' 8 Foam SP saves labor time and reduces overall project R-25 5.9" 4' 8' 5 costs,when incorporated into a roofing system that would R-30 7.0" 4' 8' 5 otherwise require a slip sheet. Typical Tested Physical Properties* .v Code Approvals: InsulFoam SP is recognized in the International Code Council Evaluation Service(ICC-ES), and has numerous Underwriters Laboratory and Factory Density(nom.pcf) ASTM C303 1.25 Mutual Approvals. Please contact your local Insulfoam C-Value(Conductance)-per inch representative for details. BTUI(hrft4°F) ASTM C518 w Environmentally Friendly: It contains no formaldehyde @ 25°F or 0.220 or ozone-depleting HCFCs, contains up to 25% recycled @ 40°F ASTM C177 0.235 material, and is 100% recyclable if ever removed or re- @ 75°F 0.255 placed. R-Value(Resistance)-per inch (hr•ft2•°F)/BTU ASTM C518 4w Stable R-Value. Designers are well served knowing the @ 25°F or 4.55 product's thermal properties will remain stable over its @ 40°F ASTM C177 4.25 entire service life.There is no thermal drift,so the product @ 75"F 3.92 is eligible for an Insulfoam 20-year thermal performance Compressive Strength warranty. (psi,10%deformation) ASTM D1621 13-18 v Water-Resistant. InsulFoam SP does not readily absorb Flexural Strength(min.psi) ASTM C203 30 moisture from the environment. Dimensional Stability maximum%) ASTM D2126 2.0 � Proven Performance. The same fundamental EPS chem- ( istry has been in use since the mid-1950s, so the actual Water Vapor Permeance ASTM E96 3.5 performance of the product is well known. (max.perm.,1 inch) Sizes Water Absorption(max.%vol.) ASTM C272 3.0 InsulFoam SP is available in several standard thicknesses,and Capillarity — none is made with Type VIII expanded polystyrene with a nominal Flame Spread ASTM E84 <20 density of 1.25 pcf. Non-standard sizes may be ordered; how- Smoke Developed ASTM E84 150-300 ever, they are subject to availability and special pricing, and may have longer lead times than standard InsulFoam SP. *Properties are based on data provided by resin manufacturers,independent test agencies and Insulfoam. Insulfoam • 19127 57th Avenue East, Puyal.up,WA 98375 • Toll Free (800) 248-5995 • www.insulfoam.com 3104-11/12 UNDERWRITERS LABORATORIES INC. 1 rpt ,p, --- - ao , Q CODES AND APPROVALS BEST R©Q� INTRODUCTION Duro-Last roofing membrane and roofing systems have been classified and listed by Underwriters Laboratories (UL) and Underwriters Laboratories of Canada (ULC). These listings include systems rated for protection from external fire exposure, uplift resistance and impact resistance. Duro-Last membrane is also listed in ceiling-roof designs evaluated for performance during internal fire exposures shown below as"Roofing Membranes (CHCI /United States)". Duro- Last, Inc. is authorized to use the appropriate UL Mark and is subject to UL's Follow-Up Service to ensure that the roofing materials and production procedures continue to comply with UL's requirements. The roofing material and system listings can be found in the"Roofing Materials& Systems Directory" published by UL and can also be found on UL's website (www.ul.com)within the Online Certifications Directory. For Canada, the listings can be found on ULC's website (www.ulc.ca)within the ULC Online Directories. The directories include extensive information on important topics such as testing standards, acceptable roof deck construction and guidance to building department officials. Brief descriptions of the categories under which Duro-Last roofing systems are listed by UL are included below. Please note, the category listings that have been included in this section were taken directly from the UL and ULC Online Certification Directories and are subject to change. Refer to the online directories for the most current listings. Contact the Duro-Last Engineering Services Department for assistance. ROOFING SYSTEMS (TGFU &TGFUC) This category covers materials intended for roofing systems which provide Class A, B or C coverings on combustible and noncombustible decks. These coverings are intended to provide protection from external fire exposure and the level of protection is indicated by the classification (A, B or C) shown for each system. Roofing systems investigated for impact resistance are so indicated in the individual classifications by the appearance of the word"Impact" and the applicable Class Number(3 or 4). The basic standards used to investigate products in this category are ANSI/UL790 "Test for Fire Resistance of Roof Covering Materials" and UL2218"The Standard for Impact Resistance of Prepared Roof Covering Materials." For Canada, the standard is CAN/ULC-S107"Method of Fire Tests for Roof Coverings." TGFU and TGFUC listings are included in this section for the United States and Canada, respectively. ROOFING SYSTEMS, UPLIFT RESISTANCE (TGIK) This category covers roofing materials that have been investigated for damageability from uplift pressures associated with high velocity winds. The classification for uplift resistance, expressed in lbs. per sq. ft. (psf) is derived from tests conducted in accordance with UL1897"Uplift Tests for Roof Covering Systems." The TGIK listings are included in this section. ROOFING MEMBRANES (CHCI/UNITED STATES) This category covers single-ply roofing membranes which are intended for use as roof coverings in ceiling-roof designs. Listings can be found in the"Fire Resistance Directory" published by UL and can also be found on UL's website (www.ul.com)within the"Online Certifications Directory." The membranes have been evaluated for use in specified designs when installed in accordance with the details described for each classified company. The CHCI listings are included in this section. DESIGN NUMBERS (BXUV/CANADA) As a result of meeting the applicable requirements of CAN/ULC-S101 ULC has determined that the Duro-Last PVC membrane can be used in the following Design Numbers as published in the Fire Resistance Ratings (BXUV) category of the ULC Directory. These design numbers can be accessed via the ULC Online Directories(www.ulc.ca). R210 R212 R214 R220 R221 R222 R223 R600 R700 R701 R703 R801 R802 R803 R805 R806 www.duro-last.com 1 of 1 800-248-0280 "Duro-Last"and"The World's Best Roof'are registered marks owned by Duro-Last,Inc. Revised 9/22/2012 3 ' AND APPROVALS: UNDERWRITERS LABORATORIES: CHCI.R10128: ROOFING MEMBRANES ONLINE CERTIFICATIONS DIRECTORY CHCI.R10128 .Roofing Membranes Pie Bottom Roofing Membranes See General Information for Roofing Membranes DURO-LAST INC R10128 525 W MORLEY DR SAGINAW,MI48601 USA 1. Ballasted Single-Ply System- Roofing membrane laid loosely over insulation(also laid loosely)and ballasted with 10 psf min of river bottom stone. 2.Adhered Single-Ply System -Roofing membrane adhered to insulation(mechanically attached+)with manufacturer's Classified contact adhesive applied to insulation and to membrane at a rate of 1 gal per 75 sq ft. 3. Mechanically Attached Single-Ply System- Roofing membrane placed over insulation(mechanically attached+)and anchored to deck with 2-1/2 in.diam plastic discs or 3 in.sq metal plates 12 in.O.C.secured to deck with No. 14 phillips head self tapping screws at various lengths.All field seams are welded using hot air per manufacturer's instructions. +Insulation secured to deck using a)same as mechanically attached single ply systems or b) insulation secured over concrete using concrete drive fasteners 1/4 in or 3/16 in diameter at various lengths. All membrane splices and laps shall be treated per manufacturer's specifications. Ballasted,adhered or mechanically attached systems for use in Design Nos.2211,P215,221St, P225,222Z, P230,2231, P237, 2241,2242,P21k,P251,2255,P252,2251,240 .,2446, P407,2AJQ,PAII,25Q3,E5DJ,EKE,plu,2_SLQ,P511,2_513,2_5.L4, 8515,PM,RM,P709,P714,2711,2712,P715,P717, P718,2222,P723,222.5,P22Si,2222,272$,2222,2730,P731,2232, P734,PM,PM,PM,MU,P=,MU,P215,P212,21 22,2.$22,P827,220.2,P903,2204,2205,2906,2202,Pau,2202, P910,E9 U,24.12,P9 13, P914,2215,221L,2212,P912,29ZQ,E921,P922,2221,P225,P326, P927,P928,P22-2. Ballasted System for use in Design Nos.: 2222,2235,P505,2507,RUj. Last Uodated on 2010-02-22 Ouestions? Print this page Terms of Use Pae To U 2012 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment" is included in the UL Mark,please search the JUL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "©2012 UL LLC". www,duro-last.com _ _ _ 1 of 1, 800-248-0280 "Duro-Last"and"The World's Best Roofare registered marks owned by Duro-Last,Inc. Revised:02-22-2010 r MORES SNC.1932 G�` - l... ...,, -Miami Shores Village Building Department Te TE ORtD 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. `IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. -COPY OF QUALIFIER'S STATE LIC CARD B. l r'.�OPY OF LOCAL BUSINESS TAX RECEIPT C. 'J/.COP,Y OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. [_Of COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: R&K CONTRACTING, INC. BUSINESS ADDRESS: 11700 NW 25TH STREET CITY PLANTATION STATE FL ZIP CODE 33323 BUSINESS PHONE: (954 ) 484-9339 FAX NUMBER(954 ) 535-9554 CELL PHONE (954 ) 214-3682 QUALIFIER'S NAME: K. STEPHEN SMITH II QUALIFIER'S LIC NUMBER: CGC-1504059 (GENERAL), CCC-1326291 (ROOFING) E-MAIL ADDRESS (IF APPLICABLE): ADM I N@FL-CONTRACTOR.COM Created on 3119109 BY MLDV I RV 3126109 MLDV Issue Date: 7/7/2014 �H FLORIDA ROOFING,SI IE'ET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. ��.. .. RSA . - ---- -------- ... . ..................................... ................................... 1-800-767-3772 • FAX (4017)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Building Department R& K Contracting, Inc. 10050 NE 2nd Avenue 11700 NW 25th Street Miami Shores, FL 33138 Plantation, FL 33323 Attention: CR'&-K-Contracting, Inc. I This is to Certify that: 11700 NW 25th Street Plantation, FL 33323 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL &AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870-033698 LIMITS EFFECTIVE DATE: 1/1/2014 Workers' Compensation: Statutory-State of Florida Employers' Liability: $1,000,000.00 Each Accident EXPIRATION DATE: x12/31/0 4 $1,000,000.00 Disease, Each Employee $1,000,000.00 Disease, Policy Limit REMARKS Non-cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By: )6LAA loICIA Brett StiegeOAdministrator Debra Guidry, CPCU, Un erwriting Manager FRSA-SIF FRSA-SIF BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 - 954-8314000 VALID OCTOBER 1,2013 THROUGH SEPTEMBER-30-, 16,14 DBA: Receipt#: -—- - 1840 `7 t-R &"KrCONTRACTING INC ROOFING/SHEET METAL CONTRACTOR Business Name, — Business Type:'(ROOFING-CONTRACTOR) Owner Name: KARL S SMITH II Business Opened:02/01/1996 I Business Location: 3625 NW 31 AVE State/County/Cert/Reg:CCC 1326291 I FT LAUDERDALE Exemption Code: Business Phone: 954-484-9339 Rooms Seats Employees Machines Professionals ' 15 '< For Vending Business Only I Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid I 54.00 0.00 0.00 0.00 0.00 0.00 54.00 !� THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS I THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that {M it is in compliance with State or local laws and regulations i l Mailing Address: f i R & K CONTRACTING INC Receipt 415B-12-00004063 11700 NW 25 ST Paid 07/12/2013 54.00 PLANTATION, FL 33323 2013 - 2014 AC# 6 2 92 2 4 5 STATE OF FLORIDA ,1 d DEPARTMENT'"OF' BUSINESS AND PROFESSIONpiL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD .. • _, .. -• ...fY •:.�,,:..,. ,. :_. ._ .. .. :: E 2,12082202690 . , LICENSE NBFis° yak, 0 84,2i .20'12 x:28047385 j' CGC1'50405' The'g GENEML ''CONTRAC- 0 Namedd' below :lib CEATIF`IED.° ,? Under the=:pr'0 3.o ni; of" Chapt� .y.. Expiration date: AUG 31, 2014V,, y yy�(a131 �'"' gat :SMITH; KARL, STEPftZN II' R&K CONTRACTING 'INC, 11700 0 NW 25 5ACRESETP.LFL, 3.33.2 3" �l� RICK,SCOTT'`-r KEN LAWSON GOVERNOR SECRETARY- _ DISPLAY AS REQUIRED BY LAW THIS DOCUMENT HAS A COLORED-BACKGROUND A0#,62.9,18-77 STATE OF FLORIDA: " yDEPARTMENT 'OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD r: SEQ#L12082202322 DATE BATCH NUMBER ICEN NBF � `68-/22. 20`12< 12504' 385 .1'::CbC13"2629;A! '' - ,i v 'The ROOFING (jONTRACTOR;" qs Named below I'S CERTIFIED � ;t Under the' 'provisione�o'f `Chapt � t T: � Expiration date r)UG 31, .2.0,141 j r, C � rSMITH, KARL STEPHN II:' R&K CONTRACTING INCL '11700'"NW •25 STREET: PLANTATION ACRES FL,..3 33 £',RICK 'SCOTT + a " KEN. LAWSON GOVERNOR �' _ SECRETARY DISPLAY AS REQUIRED BY LAW 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1,2013 THROUGH SEPTEMBER 30,2014 DBA: 180'-7573" R & K CONTRACTING INC Receipt#:GENERAL CONTRACTOR (GEN L Business Name: Business Type:CONTRACTOR) Owner Name: KARL S SMITH II Business Opened:02/01/1996 Business Location: 3625 NW 31 AVE State/County/Cert/Reg:CGC 1504059 FT LAUDERDALE Exemption Code: Business Phone: 954-484-9339 i Rooms Seats Employees Machines Professionals 8 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.000.00 0.00 0.00 27.00 i ' I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: R & K CONTRACTING INC Receipt #01A-12-00011179 I 11700 NW 25 ST Paid 08/06/2013 27.00 PLANTATION, FL 33323 f 2013 - 2014 From: 07/14/2014 09:34 #985 P.001 /001 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 7/14/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT CT ROY PETREE ME lIA ROY R.PETREE,CIC,LUTCF PHONE (964)755-6411 F N (954)755-6412 PETREE INSURANCE SERVICES,INC. o AtL ROY(�PETREEINSURANCE.COM 1500 UNIVERSITY DRIVE,STE 201 G wsuRE S AFFORDING COVERAGE Nac s CORAL SPRINGS,FL.33079 INSURER A: HERMITAGE INSURANCE COMPANY INSURED INSURERS: R&K CONTRACTING, INC. INSURER C: 11700 N.W.26 STREET INSURER D: PLANTATION, FLORIDA 33323 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'NSR R TYPE OF INSURANCE R POLICY NUMBER P DICDY EFF PO t1 EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAMS-MADE X❑OCCUR EM rr n S 100,000 A Y HGL67121313 /28/2013 MED EXP(Any one arse, $ 60000 /28/2014 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 tAUTOS X�JERCOT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 IABILITY I $ D SCHEDULED BODILY INJURY(Per person) S AUTOS BODILY INJURY(Per accident) $ TOS NON-0WNED AUTOS PROPERTY DAMAGE $ UMBRELUILIABOCCUR EXCESS LIAR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION WORKERS COMPENSATION $ AND EMPLOYERffi LIABILITY PER TH- STATUM ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? ED MIA EL.EACH ACCIDENT $ (Mandatory In NH) Ir yes describe under E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E.LDISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if mon space Is required) GENERAL CONTRACTOR CGC-1604059 K.STEPHEN SMITH 11 ROOFING CONTRACTOR CGC 1328291 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 N E 2ND AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE,FL 33138 AUT WED REPRESENTATIVE FAX:305-756-8972 ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • r Miami Shores Village APPROVED BY DATE / �v Florida Building Code Editio UG,REPT 7 r~ i High Velocity Hurricane Zone Uniform PermiGF Section A General Inform DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL Mas, ermit No. CC-3-14-388 Process A TIONS Contractor's Name R&K CONTRACTING, INC. '� 1 Job Address 448 NW 48TH STREET, OAKLAND PAR+K, FL 33309 ROOF CATEGORY AfA a �i ® Low Slope 1:1 Mechanically Fastened Tile ElMortar/Ad tv a fiil ❑ Asphaltic X Metal Panel/Shingles ❑ Wood Shi es h s Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE Cap ❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 250 2,500SF 2,750SF SECTION B (Roof Plan) . . .... ...... Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuwrs, over+fFgw •, scuppers and overflow drains. Include dimensions of sections and'teIets, clearlv' identifydimensions of elevated pressure zones and location of ara'efs. �•••• p p .p IL .1111. m a 1 n Z-.9f. �1 � ly ) mD -o 000 1� 4 i I � a N F--E'ld s3d„b/I.I f i O O I mm\./ ( v (y: • • Naj.wl is •••••• •••• • OJ- • • *00 ••• •• •••• ••••• Q N •• • Q � ag • a ` - 00 FZ�T ld?13d„b/I'X M � J Q N ry. rl - tN a Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as"NA") System Manufacturer:DURO-LAST ROOFING 12" O.C. IN 3" WIDE TABS Q 60" O.C. Field: oc @ Lap,# Rows @ oc NOA No.: 12-0529.09, PAGE #10 12" O.C. IN 3" WIDE TABS @ 40" O.C. Perimeter: oc @ Lap,#Rows @ oc Design Wind Pressures, From RAS 128 or Calculations: 12" O.C. IN 3" WIDE TA S @ 26" O.C. Corner: oc Lap,# mows oc Pmax1:-40.1 Pmax2: -67.3 Pmax3-101.3 Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board PER DURO-LAST DETAIL #1020 System: -45 SPOT FASTENED, (4) AT CORNERS, (1) CENTER Field: 5 Perimeter 5 Corner 5 Deck: Type: PLYWOOD Illustrate Components Noted and Gauge/Thickness: 5/8" CDX Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness:7" INSULFOAM EPS INSULATION ERSICO LAMINATE Base Insulation Fastener/Bonding Material: ••••• SPOT FASTENED W/ #15 EHD SCREWS & DURO-LAST IN LA ION PRATES•• SEE DURO-LAST DETAIL #1020 •T:T.•19"". : •• Top Insulation Layer: 000 . •• •••••• so: .Parapet • • • To Insulation Size and Thickness: •• • • Top ... Height. . . • ��• Top Insulation Fastener/Bonding Material: DURO-LAST 40MIL PVC--- ... . .... ..... 711 INSULFOAM EPS SP VERSICO----- • . . 15, .... ...... Base Sheet(s)&No.of Ply(s): . • WOOD DECK Tnean :. .:. "�'•• Base Sheet Fastener/Bonding Material: ,Roof :••••: �-leight ••• � � Ply Sheet(s)&No.of Ply(s): • Ply Sheet Fastener/Bonding Material: Top Ply: DURO-LAST 40-MIL PVC MEMBRANE (WHITE) Top Ply Fastener/Bonding Material: #15 EHD SCREWS & DURO-LAST CLEAT PLATES Surfacing: N/A Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BERRIDGE MANUFACTURING CORP. Product Approval Number: 12-1113.01 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: -40.1 P2: -67.3 P3: -101.3 Maximum Design Pressure Product Approval Specific System: -74.75 (FIELD), -108.5 (PERIMETER & CORNERS) Method of Tile Attachment: #10-13 PANCAKE HEAD C.R. SCREWS Steep Sloped System Description Deck Type: 5/8" CDX PLYWOOD Roof Slope: TYPe Underlayment: REX SYNTHETIC FELT UNDERLAYMENT 8 : 12 .999 Insulation: 0900 0000.. N/A • 0000.. •009.0 Fire Barrier: 0000.. • VERSICO VERSASHIELD 9999 . 0000.. 0000. 0 0 Fastener Type & Spacing: •••••• ••• '"'•' Ridge Ventilation? *SEE BELO�IW� ••%• •••••• 9 Adhesive Type: N/A 0000.. 0000.. . 0 0..099 0000 Type Cap Sheet: N/A Mean Roof Height: 15' Roof Covering: CEE LOCK METAL P NELS Type & Size Drips Edge: *SEE BELOW UNDERLAYMENT FASTENER TYPE: 1 4" GALV. ING SHANK NAILS & TIN CAPS UNDERLAYMENT FASTENER SPACI G: PER NOA / FBC METAL PANEL FASTENER TYPE: #10-13 PANCAKE HEAD C.R. SCREWS METAL PANEL FASTENER SPACING: PER NOA / FBC SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contr .The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of ding that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement be he owner and the contractor. 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior re ov' g the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between hboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing ntra to nd/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking e viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing n penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this a p rance. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and fuctucause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of ral distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the ginal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off sgthJ%e roof "Rct v loaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this disWroe; '. if vertlow scuppers (wall outlets) are not provided. It may be necessary to install o.f2rTltVscuppers fi' "'•'• accordanc ith the requirements of Sections 84402,R4403 and R4413. '•"" • 4ruce7. Ventilation: Most roof structures should have some ability to vent natural girlo:through the ��• d. r of the structural assembly (the building itself). The existing amount of attic venliTatiorishall no; e It may be beneficial to consider additional venting which can result in extendir:9.,ie service Irfe of • the roof. • • . . . .• .... Exception:Attic spaces,de,-,signed by a Florida licensed engineer or registered architect;.glRnipate the;;IW. ;••••; venting,ve ing shall n required. ,•;. 14' �g_ Own r' / nt's Signature Date Contractor's Signa ur 90 ISCAYNE BLVD. MIAMI SHORES VILLAGE, FL 33138 Property Address Permit Number o i FLO A ENGINEERING & TESTING, INC. Phone: (866) 781-6889*Fax: (866) 784-8550 «-ii-ii-.floridaenginecringandtesting.com 250 S.W. 13`h Avenue Pompano Beach,FL 33009 DATE: 7/10/14 JOB ORDER#: 14-2170 CLIENT: R& K Contracting ADDRESS: 11700 N.W. 25th Street Plantation, Florida 33323 PROJECT: Burger King#3711 Flat Insulated Wood Deck ADDRESS: 9099 Biscayne Blvd. Miami Shores,FL 33138 FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Project Information: Height= 15' Exposure: C Basic/Ultimate Wind Speed: VuIt=175 mph Length= 80' Category: II Nominal Wind Speed: Vasa=Vu1t*0.6 Width= 40' Slope: < 7° (asd=allowable strength design) Parapet Wall: <3' Commercial KZ=0.85, Kzt= 1.0, Kd=0.85 Design Calculations: Velocity Pressure: q=0.00256*KZK�tKdV2 Velocity Pressure (utj): q=0.00256(0.85)(1.0)(0.85)(175)2] =56.64 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(175*yb.6)2] = 33.99 psf 000.0. . • 0000 0000.0 . . • Width of Pressure Coefficient: 0.1(40') = 4.0' •••••• 0.: ••...• 0000.. 0000.. 0.4(15') = 6.0' } use: 4'0" ;0 0 0;0 • 0000 . 0000. 0000.. 0000 0000. Effective Wind Area: <10ft2 0000.. For parapet height three feet(3') or larger, zone three (3) shall be treated as zone•two •)�• ...••. .. 0000 External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 1) GCP; = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 Q v Quality�\31��/✓Insurance t Page 2,7/10/14,Job Order#14-2170 R& K Contracting IF1,01UPA Burger King#3711 -Flat Insulated Wood Deck 9099 Biscayne Blvd.; Miami Shores,FL: Design Pressures Based on Vasd: 1) Field P1 = 33.99*[(-1.0)—(0.18)] = -40.1 psf 2) Perimeter P2 = 33.99*[(-1.8)—(0.18)] =-67.3 psf 3) Corners P3 = 33.99*[(-2.8)—(0.18)] = -101.3 psf Attachment Requirements Per RAS-117: Based on the requirements of N.O.A. #12-0529.09, System Type D(1), pg 10 of 15, with a maximum design pressure of -45psf, the following are our recommended fastening patterns to attach the proposed 60" tab Duro-Last membrane sheet through the preliminarily fastened insulation (per NOA fastener density) into the wood deck utilizing Duro-Last fasteners and Duro-Last Poly-plates: Field: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 60" o.c. Perimeter: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 40" o.c. Corners: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 26" o.c.. Notes: Corners and perimeter area dimension shall not be less than a=4'0" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). 0000 All work shall be in compliance with the local buildinf code produot•• •••••• control notice of acceptance and manufacturer specifications•aiid Flmela ; Building Code 2010 Edition. *00 •••••• .00000 0000.. Wind load calculations based on ASCE 7-10, FBC 2010 acid 1h1brmAi@is:• • 0000 ..�..• provided by client. •••••• .•.. 0000. 0000 0000.. All work shall be inspected by our field engineer .*jQr. .•.�ithorized representative) or a building department inspector to ver fy complia.!q eq;• •••••• with specifications. .. 0000 Sincerely, Reza Javidan, E. _. Florida Engineering'&Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 MIAMI. MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) ii%�'w.miamidade.pov/econoinv DURO-LAST Roofing, Inc. 525 Morley Drive Saginaw, MI 48601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: DURO-LAST Single Ply PVC Roof Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. .... RENEWAL of this NOA shall be considered after a renewal application has been filyd "there 11MOO •'••;' been no chang ......e in the applicable building code negatively affecting the performance of Phis' roduct'.'. .. ...... TERMINATION of this NOA will occur after the expiration date or if there has bee"M;&Asion or • ;• •„ change in the materials, use,and/or manufacture of the product or process. Misuse of1111 'NOA as:".: ' endorsement of any product, for sales, advertising or any other purposes shall automatican'y terminate this NOA. Failure to comply with any section of this NOA shall be cause for terminatio!a e d remo oaf0*0 of • NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cbunty,'Floric"ow" followed by the expiration date may be displayed in advertising literature. If any po;tiop•of the I�OA is96 0 �••••� displayed, then it shall be done in its entirety. •0:0 INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 12-0516.17 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L. Acebo. r NOA No.: 12-0529.09 CMIAMI•DADECOUNTY Expiration Date: 08/22/17 i� Approval Date: 03/07/13 Page 1 of 15 ROOFING SYSTEM APPROVAL Categor: Roofing Sub-Category: Single Ply Material: PVC Deck Type: Wood Maximum Design Pressure -97.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Duro-Last Membrane .037" thick, ASTM D 4434 PVC polymer blend polyester reinforced fabricated in sheets roofing membrane: white,tan or gray. up to 3000 sq. ft. Duro-Last Membrane .045" thick, ASTM D 4434 PVC polymer blend polyester reinforced fabricated in sheets roofing membrane: white, tan or gray. up to 2000 sq. ft. Duro-Last Membrane .057" thick, ASTM D 4434 PVC polymer blend polyester reinforced fabricated in sheets roofing membrane: white, tan or gray. up to 1800 sq. ft. Duro-Last Duro-Fleece .047" thick, ASTM D 4434 PVC polymer blend polyester reinforced Membrane fabricated in sheets fleece backed roofing membrane. up to 2000 sq. ft. Duro-Last Duro-Fleece .056" thick, ASTM D 4434 PVC polymer blend polyester reinforced Membrane fabricated in sheets fleece backed roofing membrane. up to 1800 sq. ft. ••0• . 0000 0000.. Duro-Last Fascia Bar 1 3/a" x 10'; Extruded vinyl drip edgo 00.:h holes.. . •• 4" x 10' punched 8" o.c.. 0000.. • 0000• . 000000 0 0• • 000.. Duro-Last Fascia Bar 1 3/4" x 10'; Extruded decorative cower-for Dure %, • • • Cover 4" x 10' Fascia Bar: white, tan tfttay. 06;000 000•00 0000 0000. Duro-Last Fascia 2"&4" TAS 1 11 Kynar finish Galvalume, 14 ga., cc?,"o 0.0.0 000000 0 0 Duro-Last Snap Coping 12" TAS l 11 Kynar finish Galvalurne, 24 ga.,ag)jQg:• :00,90:••••• Duro-Last 2-Piece Metal TAS 111 Kynar finish Galvalume!24 ga. ,with:••• ••0••• "T-Edge" vinyl skirt •••• Duro-Last 2-Piece TAS 1 1 1 Kynar finish Galvalume, 24 ga. Compression Edge Duro-Last Vinyl Coated 4'x 10' G-90 G-90 galvanized steel, laminated with Metal .043" thick Duro-Last Vinyl Film. NOA No.: 12-0529.09 MIAMI•DADE COUNTY Expiration Date: 08/22/17 �Fjjm#141, Approval Date: 03/07/13 Page 2 of 15 Test Product Product Dimensions Specification Description Duro-Last Drip Edge 2" face x 10'; Extruded vinyl drip edge with holes 4" face x 10'; punched 8" o.c. Duro-Last Two-Way Injection molded two-way roof vents Roof Vents with a Duro-Last membrane skirt. Duro-Last Gravel Stop 2" face x 10'; Extruded vinyl gravel stop with holes 4" face x 10; punched 8" o.c. Roof-Trak III Walk Pads 30" x 60" Extruded vinyl walk way pads .125" thick manufactured from Duro-Last membrane. Duro-Last Tab Sealer Solvent-based contact-bonding agent. 4725 Duro-Last Accessories Various ASTM D 4434 Custom fabricated accessories for parapets and penetrations: Curb flashing, Inside & Outside Corner, Scuppers, Drain Boot, Parapet Flashing, Stack Flashing; all for use in the Duro-Last roofing systems. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam II, ACFoam 111 Polyisocyanurate foam insulation Atlas Roofing Corp. EPS Type IX Expanded polystyrene with a Generic sees minimum density of 1.8 pcf • • ••••• *sees* XPS Type TV Extruded polystyrene with a •• GCneric ••' ' s . s minimum density of 1.6 pcf 0.0.0• s Type X Gypsum Gypsum board s'a rieneric e %••• ssse s s • e •ecce" DensDeck Silicon treated gypsum Georgia-'Pacific Oypsum ":"Ie'LC :ees sees. H-Shield Polyisocyanurate foam insulation Hunter*'anels,�Lel'� see*:* eseee• • • ENRGY-3 Polyisocyanurate foam insulation lohns�Aanv&--:- s"e"es s . " Duro-Fold Underlayment Board Extruded polystyrene with polypropylene Duro1.'ast1Roofir j,s1�ce s s facer Duro-Guard Iso II-A, Polyisocyanurate foam insulation Duro-Last Roofing, Inc. Duro-Guard Iso IIT-A Duro-Guard Iso II-H Polyisocyanurate foam insulation Duro-Last Roofing, Inc. NOA No.: 12-0529.09 MIAMI•DAD=COUNTY Expiration Date: 08/22/17 Approval Date: 03/07/13 Page 3 of 15 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Duro-Last Duro-Coated Roofing and insulation Various Duro-Last Roofing, Inc. Hex Head Screws fasteners, Duro-Coated with Lengths #3 Phillips head. 2. Duro-Last 3"Metal Galvalume steel stress plates. 3" square Duro-Last Roofing, Inc. Plates 3. Duro-Last Insulation Round plastic stress plates. 3" round Duro-Last Roofing, Inc. Plates 4. Duro-Last Poly-plates Round plastic stress plates. 2" round Duro-Last Roofing, Inc. 5. Duro-Last 415 Extra Corrosion resistant, drill Various Duro-Last Roofing, Inc. Heavy Duty Drill Point point with a#3 Phillips truss Lengths Fastener head 6. Duro-Last Cleat Plates 0.038"thick galvalume stress 2.4" Duro-Last Roofing, Inc. plates. 7. 2-3/8"Eyehook Seam Stress Plate 2-3/8" OMG, Inc. Plates 8. Duro-Last#14 HD Roofing and insulation Various Duro-Last Roofing, Inc. Fastener fasteners Lengths 9. Duro-Bond Plate 1302 Round, coated galvalume 3" round Duro-Last Roofing, Inc. plate (Gold and Black) EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual J.I. 2M4A8 .AM Class 4470 03-Q5'V. Research Corporation J.1. 3Y5A6.AM Class 4470 03-16"5' • 4D6A4.AM Class 4470 08-16-99 % •• 3005604 Class 4470 03-13-0 3026508 Class 4470 05-Q3-07. IRT-ARCON, Inc. 02-025 TAS 114 ••••• 07-24-02 • ...... .... ..... PRI Construction Materials DLRI-013-02-01 TAS 114-J ..•..' 08-3,8.12 .••••• Technologies LLC DLRI-014-02-01 TAS 114-J 08-28-1? •, . . . ...... Exterior Research&Design, LLC 02733.01.05-1 FM 4470/TAS 114. 01-iltM" • 02744.05.06 FM 4470/TAS 1 It.,* 05-17-A6.. • 02732.09.04 ASTM D4434 09-2-844 TrinityjERD 02750.02.08-R2 ASTM D4434 08-03-12 D42370.07.12 ASTM D 1084/TA S 117 07-11-12 D35210.08.1 I-R1 ASTM D4434 09-17-12 D42320.08.12 TAS 117/TAS 114 01-08-13 Intertek Testing Services,NA Inc. 3119586-001 TAS 1 11 07-10-07 NOA No.: 12-0529.09 MIAMI•DADE COUNTY Expiration Date: 08/22/17 "'• Approval Date: 03/07/13 Page 4 of 15 Membrane Type: Single Ply, PVC Deck Type 1I: Wood, Insulated Deck Description: "/32" or greater plywood or wood plank System Type D(1): All layer of insulation are mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Approved Type X Gypsum Minimum 1/2"thick 1 1:5.33 ft2 Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' ACFoam I1,Duro-Guard Iso II-A, ENRGY-3,H-Shield,Duro-Guard Iso II-H Minimum '/2"thick 1 1:4 ft2 1 1:6.4 ft2 Approved XPS and/or EPS Minimum 3/S"thick 1 1:4 ft2 Approved XPS and/or EPS Minimum '/Z"thick 1 1:6.4 ft2 Note: Insulation layers above shall be mechanically attached with preliminary fastening as specified above.All Insulation panels shall also be mechanically fastened along with the roof membrane as specified below. See Roofing Application Standard RAS 117 for fastening details. Vapor Barrier: (Optional) Any UL or FM approved vapor barrier. Fire Barrier: Atlas Roofing Corporation FR-10'�', FR-50', '/4" DensDeck, '/z"thick Vl!•••. Classification Type X Gypsum with a moisture resistant tcel;%d core,* • second sheet of barrier board may be used over the insulatio*n. ' •'•• : • Membrane with 60"tabs: Duro-Last membrane shall be mechanically attached at its 3+'tabs, spaced• ;•...; every 60" with Duro-Last fasteners and Duro-Last Poly-pilt9%paced 22;.:. • o.c. maximum,through the insulation and into the deck. ... .... ..... (Maximum Design Pressure-45 psf,See Genera!Limitati.on. ) • . .. .... ...... Membrane with 28" tabs: Duro-Last membrane shall be mechanically attached at itj3*:9Ms,spaced' •. every 28" with Duro-Last fasteners and Duro-Last Poly-pates spaced :9'40:0 •• •• o.c. maximum,through the insulation and into the deck. ••••• (Maximum Design Pressure-45 psf,See Genera!Limitation Membrane with 28" tabs: Duro-Last membrane shall be mechanically attached at its 3" tabs,spaced every 28" o.c. with Duro-Last#15 Extra Heavy Duty Drill Point fasteners and Duro-Last Poly-plates fastened at a maximum spacing of 6" o.c. (Maximum Design Pressure-60 psf,See Genera!Limitation #7) Maximum Design Pressure: See Fastening Options Above NOA No.: 12-0529.09 MIAMI•DADECOUNTY Expiration Date: 08/22/17 Approval Date: 03/07/13 Page 10 of 15 GENERAL LIMITATIONS: .,.�-. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x T maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')value of 275 Ibf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer,Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations pr�pllrek, signed and sealed by a Florida registered Professional Engineer, Registered Arcbitej?,pr Regitfdl•isd "'• • Roof Consultant (When this limitation is specifically referred within this'N6A, Ce oral . .... • . .. ...... Limitation#9 will not be applicable.) 0 •:0• 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termlr�j*tign designs • :" shall conform with Roofing Application Standard RAS 1 1 1 and applicable wind Ib,;lJ rCtluirenVV*.'* ..... 9. The maximum designed pressure limitation listed shall be applicable to all roof pw64ur.&zones(i•er.•• ••�••� field, perimeters,and corners).Neither rational analysis, nor extrapolation shall be•peirpnitted fo4• ••••;• enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners p6mners). ' (When this limitation is specifically referred within this NOA, General Limitation 47 wilt net% �••••• be applicable.) : 000 :••••' 10. All products listed herein shall have a quality assurance audit in accordance with the Florida • Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-0529.09 MIAMI•DADECOUNTY Expiration Date: 08/22/17 ...• � Approval Date: 03/07/13 Page 15 of 15 w ° VERSICO'S INSULFOAM SP • Numerous Underwriters Laboratory and Factory Mutual Approvals • Contains no formaldehyde or ozone-depleting HCFCs • Features up to 25% recycled material "^ - • 100%recyclable foam core • Stable R-value qualifies for 20-year thermal •._� performance warranty • Does not readily absorb moisture Product Characteristics InsulFoam SP is available in several standard thicknesses Overview and is made with Type VIII expanded polystyrene with - - m -- a nominal density of 1.25 pcf.Custom thicknesses are InsulFoam SP is an advanced roof insulation consisting of available with little to no impact on lead time. a superior closed-cell, lightweight and resilient expanded polystyrene(EPS)with a durable and stable, factory- _ laminated fiberglass facer. InsulFoam SP has a nominal INSULFOAM SP STANDARD SIZES ' density of 1.25 Ibs/ft3(pcf), and meets or exceeds the requirements of ASTM C578,Type VIII, Standard Thickness Width Length Pieces/Bundle Specification for Rigid, Cellular Polystyrene Thermal Re-cover 1.0" 4' 8' 38 Insulation. In addition, InsulFoam SP offers a long-term, R-ts 4.8" 4' 8' 8 stable R-value and has excellent dimensional stability, R-20 4.75' 4' 8' 8 compressive strength and water-resistant properties. R-25 s.s" 4' 8' 00500 • R-30 7.0" 4' • • 8' ••6•• •••••• InsulFoam SP is manufactured by Insulfoam, a division •• • ••• • • of Carlisle Construction Materials Incorporated with •••••• •• •••••• nine manufacturing facilities in North America. ...:.. • • • Applications0900 0 60:96 ...... Features and Benefits InsulFoam SID isspecifically desigrjQd4orlow-sloped.roof ••:••' applications that employ fully ca%rQn, mechanically ..•..- fastened or ballasted TPO, PVC,F•Pj3V and CSPE•as well as • • Premium facer improves fire resistance,moisture low-sloped built-up and modifi4l bfru:len rgpf sylems that.•:. resistance and dimensional stability incorporate cover boards or slip she4s. InsuIP• c1rT)*P is not • compatible with solvent-based styes.Please Cpnsult;""; • Fire-rated slip sheet and thermal barrier not required Versico and local building codes for system regQijements. for many applications • Recognized in the International Code Council Evaluation Service (ICC-ES) c — V EI`S'CO A SINGLE SOURCE FOR SINGLE-PLY ROO11 NG •1J - vw�ry Versico, PO Box 1289, Carlisle, PA FIm -" 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com Installation Mechanically Attached Install InsulFoam SP with continuous side joints and end Installation Considerations joints, staggered so that they are offset by a minimum of 12"from the end joints in adjacent rows. Insulation should • Install only as much insulation as can be covered by abut tightly against adjacent boards.Joints greater than 1/2" a roof membrane system,and/or made watertight by should be filled with the same insulation that is being used the end of each day. in the field of the roof. If insulation is being installed over • InsulFoam SP should not be exposed directly to a thermal barrier, an existing layer of insulation, or under solvent-or petroleum-based adhesives and sealants. a cover board, all joints must be offset a minimum of 6" between layers. Use an approved mechanical fastener of • Allow approximately a '/4"space between insulation sufficient length to penetrate into or through the deck by and vertical surfaces or roof projections.Do not force the amount prescribed for the specific fastener. Fasteners or jam product into place. should never be closer than 6"from the edges of the • Review the layout of all tapered EPS systems before insulation board, and should be placed in a pattern that loading and installing panels. achieves the desired approval. Use appropriate insulation plates with the fasteners. Care must be taken to avoid over- • For re-cover applications,be sure no moisture is driving or under-driving the fastener and plate assembly. trapped in the existing or new roof system. When installing InsulFoam SP directly to a metal deck, the edges of the insulation parallel to the deck ribs must be Loose-Laid Installation solidly supported and centered on the ribs.Additionally, for metal decks, ensure that the insulation has a thickness Install InsulFoam SP with continuous side joints and end that is adequate to span the rib openings. joints, staggered so they are offset by a minimum of 12" from the end joints in adjacent rows. Insulation should abut tightly against adjacent boards.Joints greater than 1/2" should be filled with the same insulation that is being used INSULFOAM SP in the field of the roof. If insulation is being installed over I TYPICAL PROPERTIES AND CHARACTERISTIC a thermal barrier,an existinglayer of insulation, or under Y Property Test Method Value a cover board, all joints must be offset a minimum of 6" Density(nom.pcf) ASTM C303 1.25 between layers.When installing InsulFoam SP directly to a C-Value(Conductance) metal deck,the edges of the insulation parallel to the deck BTU/(hr•ft'•°F) ribs must be solidly supported and centered on the ribs. Additionally,for metal decks, ensure that the insulation (per inch) Sao F OSTMc518 •••Q220 has a thickness that is adequate to span the rib openings. @75°F ASTIYC177 • •e004.255 •••••• • •. _ _ • R-Value(Thermal Resistance) •• • ••• • – • * When conditions dictate, in order to prevent wind blow- (hr•ft=•°F)/BTU ••0:*0 •• 0009% off or damage during installation, loose-laid insulation (per inch) @25oF ASTIR&ML?•• •4.55 ;....: should be weighed down or tacked into place with a 040°F or 0000 • 4.25 • • minimal quantity of mechanical fasteners, X75°F ASTM:0 0•• •••3,92 ••••• Compressive Strength AST111l1 J2,J•• ••434-18 •. ••• (psi,10%deformation) • • • Flexural Strength(min.psi) ASTM 2g3••• •30 •• Dimensional Stability ASTOD2126 • •••30 •••••• (maximum%) • • • • • • • • _ 0000•• Water Vapor Permeance ASTM 506 • ••�y • • (max.perm.,1 inch) • 0000 Water Absorption(max.%vol.) ASTM C272 3.0 Capillarity — None Flame Spread ASTM E84 <20 Smoke Developed ASTM E84 150-300 hMIA91• MIAMI-DADE COUNTY om PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadr.go�'/economy Berridge Manufacturing Co. 1720 Maury Houston,TX 77026-7199 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Berridge Manufacturing Company Cee-Lock Panel LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. *bee TERMINATION of this NOA will occur after the expiration date or if there has been a re.'siojt'gr chand2•itl'the •"•:� materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotSQmeht of at�product, for • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cbhilitj*with any s�ction of••.• this NOA shall be cause for termination and removal of NOA. •••••• 0000 . 6 .0069. 6669 • 66666 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florl�j*,•and follgVvJ by t4e.:..6 expiration date may be displayed in advertising literature. If any portion of the NOA is diQ;7e, l', then i#.tall be doaa..96 in its entirety. • . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturL.or i#s distri�iutors0000and 6•• shall be available for inspection at the job site at the request of the Building Official. 6 This renews NOA#07-0813.09 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1113.01 MIAMI-DADE COUNTY Expiration Date: 11/15/17 Approval Date: 12/27/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub-Category: Non-Structural Metal Roofing Material: Steel Deck Tyne: Wood Maximum Design Pressure -108.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description Berridge Cee-Lock Width= 16 %" TAS 125 G-90 galvanized panels coated with Panel Thickness=24-ga various approved coatings Fluropon, or Min Yield Strength: 63 ksi Kynar Berridge Continuous Length= 5 '/2" TAS 125 Corrosion resistant, formed, steel clips for Cee-Clip Rib Width= 1 %" metal panel installation. Thickness=24-ga MANUFACTURING LOCATION: 1. Houston,TX. 2. San Antonio,TX. 3. Sequin,TX. EVIDENCE SUBMITTED: Test A e� ncy Test Identifier Test Name/Report Date Force Engineering&Testing Inc. 49-0194T-06A TAS 125 9/21/06 49-0194T-06B 49-0194T-06C 0000 PRI Asphalt Technologies,Inc. BMC-005-02-01 TAS 100 �•�•�; �.$/7/Q7 600606 00 0006.0 The Valspar Corporation Lab Test Certification ASTM G 23 600060 3/46/05 6 • 0000.. ASTM B 117 .666 -, 3/16/05 • 00000 6 666666 0666. 0000.. 0000 .6... 6 • .. .. 0000 ....0. 66666. • 0 6 . 0100• 0000.. • 000 0000.. 60 0 6666 0 6 NOA No.: 12-1113.01 MIAMMADE COUNTY Expiration Date: 11/15/17 Approval Date: 12/27/12 Page 2 of 6 APPROVED ASSEMBLIES: System: Cee-Lock Steel Roof Panel Deck Type: Wood,Non-Insulated Deck Description: New Construction or Re-roof 15/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6"o.c. In reroofing, where the deck is less than 19/32"thick (Minimum 15/32"). The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4"side- laps and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 1'/4"armular ring-shank nails,spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field of the roll. Or, any Miami-Dade County Product Control Approved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Berridge Manufacturing company's current published installation instructions. Metal Panels and Install the "Cee-Lock Steel Roof Panel" and accessories in compliance with Berridge Accessories: Manufacturing Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. .... "Cee-Lock"Roof Panels shall be attached to the plywood substrate along its nm1 'a Pit using**• • the approved clips (continuous,24-ga). Each clip shall be attach d•to tete substrate with •• corrosion resistant#10-13 pancake head screws of sufficient lengSlp rpenetrate through thlbe0 sheathing a minimum of 3/16" at a spacing as listed in Table A b�l�W.• :....: ••e* . • TABLE ••••• • •• •• MAXIMUM DESIGN PRESSURES ••"" "" .. .. .... .. ... Roof Areas Field Perim ter Corner Maximum Design Pressures —74.75 psf =108.5' sf ••• Maximum Clip Spacing 20" O.C. i 101 QC. ••Roo: • 1. Extra olation shall not be allowed • NOA No.: 12-1113.01 MIAMI-DADECOUNTY Expiration Date: 11/15/17 Approval Date: 12/27/12 Page 3 of 6 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field, perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. MIAMI-DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. GENERAL LIMITATION 1. An original signed and sealed company letter from Berridge Manufacturing Co. is required,proving that the Zee- Lock Roof Panel System was purchased from Berridge Manufacturing Co. in order for this NOA to be valid on any j ob. PROFILE DRAWING 1/2" •....• ...... 3/4" • ...... .. ...... .... . ..... ...... ... ..... . . • . . . . ...... 16-1/2" :....: CEE-LOCK PANEL PROFILE NOA No.: 12-1113.01 MIAMI•DADECOUNTY Expiration Date: 11/15/17 Approval Date: 12/27/12 Page 4 of 6 16-1/2" TYPICAL FASTENER PATTERN ACROSS WIDTH 1-7/16" . . .... ...... ...... .. ...... .... . ..... ...... .... ..... 1-3/8" .. .. .... ...... . . . . ...... CONTINUOUS CEE-RIB CLIP . . ...... 000* NOA No.: 12-1113.01 MIAMI•DADECOUNTY Expiration Date: 11/15/17 V,Mom Approval Date: 12/27/12 Page 5 of 6 Continuous Cee-Rib Clip Cee-Lock Panel Cee-Lock Panel Wood Deck #10-13 Pancake Head Screw 3/16"Min Penetration Through Deck CLIP ASSEMBLY DETAIL VIEW #10-13 Pancake Head Screws Spaced 10"or 20"o.c. Per Table A 24 Gauge Minimum �(a p, io s. •i- ' moi" • • •••••• •••••• •••• ••••• •• •• •••• •••••• • Deck- 16-1/2 • • • • Minimum 15/32"Ply%ood • • ••• • •" •••••• • * so: Continuous Cee-Rib Clip • ASSEMBLY ISOMETRIC VIEW END OF THIS ACCEPTANCE NOA No.: 12-1113.01 MIAMI•DADECOUNTY Expiration Date: 11/15/17 Approval Date: 12/27/12 Page 6 of 6 M I A M I-DADE MIARI I-DAD E COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE ORRICE(BCCO) 140 WEST FLAGLER STREET,SUITE.1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Alpha ProTech Engineered Products,Inc. 301 South Blanchard Street Valdosta,GA 31601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the USC of construction materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. Tile Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of Such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: REX SYNFELT LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted .... herein. ' . . .... ...... RENEWAL of this NOA shall be considered after n renewal application has been filco• here has ....:. been no change in the applicable building code negatively affecting the performance oC":product. • TERMINATION of this NOA will occur after the expiration date or if there has beenra*"sion or:••• • .www w ..... change in the materials use and/or manufacture of the product or process. Misuse of tlbys 1�Q,1 as an ' , , • wwww •www• endorsement of any product, for sales, advertising or any other purposes shall automatipgMyx8rmina":. ...... this NOA. Failure to comply with any section of this NOA shall be cause for terminatiOq tad removal of. •• NOA. : . ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cov*tnt arloridaand • �•••• followed by the expiration date may be displayed in advertising literature. If any portion of the NQA;4 displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No.07-0316.04 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo NOA No.: 10-0629.01 Expiration Date: 10/04/15 Approval Date: Page I of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: Polypropylene SCOPE: This acceptance is for REx SYNFELT Roof Underlayment as manufactured by Alpha ProTech Engineered Products, as described in this Notice of Acceptance,for use with approved prepared roof assemblies. PRODUCT DESCRIPTION: Product Dimensions Test Product Specification Description REX SYNFELT 48"x 250' rolls ASTM D 226 Woven polypropylene coated with a layer of Type II UV stabilized polypropylene on both sides. MANUFACTURING LOCATIONS: I. Valdosta,GA EVIDENCE SUBMITTED: Test Agency Test Identifier 'fest Name/Report Date PRI Asphalt Technologies AF.P-001-02-01 ASTM D 226 Type 11 01/25/05 Underwriters Laboratories Inc. R21906 UL 790 01/25/05 0000 LIMITATIONS: • 0000.. .. 0000.. 1. Fire classification is not part of this acceptance,refer to a current Approved Reaft Materials :0990: Directory for fire ratings of this product •••• 0 • • • •Osseo 2. This acceptance is for prepared roofing applications. Minimum deck reyuiremggVosh#ll be in 090900:..0 compliance with applicable building code. • • • 0. .. 0000 0000.0 3. REX SYNFELT shall be applied to a smooth,clean and dry surface with deck fr(rat legularitie? All nails in the deck shall be carefully checked for protruding heads. Refasten any 4s4o 000000 decking panels. Sweep the deck thoroughly to remove any dust and debris prig toilpplication. �••••% .. 0000 O 4. REX SYNFELT shall not be hot mopped,refer to manufacturer's published literature for produaK compatibility. S. REX SYNFEL"I'shall not be left exposed as a temporary roof for longer than 30 days of application. 6. REX SYNFELT shall not be applied over an existing roof membrane as a recover system. NOA No.: 10-0629.01 Expiration Date: 10/04/15 Approval Date: Page 2 of 3 INSTALLATION: 1. REX SYNFnT shall be installed in strict compliance with applicable Building Code. 2. Rm SYNFELT shall be installed with a minimum 4-inch head lap in a shingle layer fashion and be fastened as specified in Florida Building Code,Building volume 1518.2 3. REX SYNFELT is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 4. REX SYNFELT may be used with Asphalt shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate.REX SYNFELT shall not be used as roof tile underlayment. 5. REX SYNFELT may be used with any approved roof covering Notice of Acceptance listing REX SYNFGLT as a component part of an assembly in the Notice of Acceptance. If REX SYNFELT is not listed,a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind.uplift resistance,and fire testing results. 6. For fire classification of specific roof assemblies using REX SYNFELT refer to a current Approved Roofing Materials Directory for fire ratings of this product. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. Miami aapECOUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. ''his Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in or�eleto• properly evaluate the installation of this material. ••• •••• •"•;• END OF THIS ACCEPTANCE .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 10-0629.01 Expiration Date: 10/04/15 Approval Date: Page 3 of 3 • REX SynFelt p Proh.1h14_: N/www.rex-synfelt.com REX' SynFelt is a high strength woven synthetic roof underlayment that can save you 50% in labor and time expense, compared to 30#felt. Here's why: • The most slip resistant underlayment : • • - '" • w - • . in the industry. Roll Width 48 in. • 20 times stronger than felt-won't Roll Length 250 ft. tear-off or buckle when wet. Weight Per Square 2.8 lbs • 10X lighter per square and 20X Nail Seal Ability Pass ASTM D-1970 stronger than 30#felt Water Transmission Pass ASTM D-4869 • 10 squares per roll weighing only 28 lbs Tensile Strength ASTM D-828 • UV resistant and can be exposed for up MD 96 lbs to 6 months CD 116 lbs • Light gray color reduces heat and Tear Strength ASTM D-4533 provides cooler working surface MD 58 lbs • Pre-printed nailing pattern speeds installation CD 77 lbs Pliability Pass ASTM D-226 The smartest builders and roofers in Water Ponding Pass ASTM D-779 America use REX 'SynFelt. 0000 . . 0000 0000.. .. 0000.. Composite Material 100%Polypropylene Asphalt 000;0. 0000.. Weight Per Roll 28 lbs 60 lbs ...... Soso s0 ; • • *00 UV-Resistant YES - Up to 6 months No 0 0 VIMO 0000 0000. Anti-Slip Surface YES - Using advanced technology No 00 .. 90:0 0 0 0.0 0 Tear-Resistant YES- 20x that of 30#Felt No 0000.. Warranty YES - 25 Years ( No ••'••• 0.0.00 Class A Fire Rated YES -Offering better roof protection No •• :069 • Pre-Printed Nailing Pattern IYES No Roll Length 1250 lineal feet 72 lineal feet Roll Width 48 in. 36 in. Alpha ProTech Engineered Products Inc. 301 South Blanchard St:, Valdnsta.GA 31601 81116-1.312-1 837 REX' q SynFelt 4/www.rex-synfelt.com 1. Please insure the roof deck is clean, smooth, and dry prior to beginning installation. 2. REX 'SynFelt is laid out horizontally(parallel)to the eave with the printed side up,with 3"(76 mm)horizontal laps and 6" (152 mm)vertical laps. On roof slopes less than 3:12, REX'" Syn- Felt should be lapped at 24" (61 cm) or to center line as printed, over the underlying course. 3. REX-SynFelt should be attached to the roof using plastic cap roofing nails having a 1" (25mm) diameter plastic cap. Spacing shall be ate,, (20 cm)on center at both horizontal and verti- cal caps for normal wind zones. In high wind zones and coastal areas, REX 'SynFelt shall be fastened at 4" (101 mm)at both horizontal and vericle laps. In all cases fasten at 24"(61 cm) on center along the center of the roll in the field of the roof. The pre-printed nail pattern is to the spacing as described above for both normal as well as high wind conditions. 4. The use of staples to attach REX-SynFelt is permitted only when the final roof covering is to be installed immediately afterward. Pneumatic staple guns are not recommended. 5. Where seams and joints require the use of sealant or adhesives, use a high quality, low solvent, asbestos free, plastic roofing cement meeting ASTM D-4586 Type 1, Federal Speo- SS-153 Type 1 and consult manufacturer's installation instructions. '••' ••"•• .:: 0 - .. ...... 6. Depending on roof pitch and surface conditions, it is recommended that ro@949461 toe-boards or a storage platform be secured to support roofing materials pfdtlenon rcLf..;. • .... . ..... ...... .... ..... 7. REX-SynFelt is not designed for indefinite outdoor exposure, and it is recor�ul'i awned that:. :::::o installation of the final roof covering take place within 6 months. ••••°• • . - . . ...... 8. As with any roofing product, always be careful to observe safe roofing code%Qn4ractice-%.. as by OSHA Regulation Standard - 29CFR and Fall Protection Systems Criteria and •• • Practices - 1926.502. Alpha ProTech Engineered Products Inc. 301 South Blanchard St, Valdosta,GA 31601 866.31 R-18.37 r REX' SynFelt Alpha Ensr E� �,/www.rex-synfelt.com ProTech r•��,r�t� REX-SynFelt 30# Conventional Felt 100%Polypropylene Asphalt Most slip resistant in the industry due to a Hard to walk on without slipping proprietary formulation and unique walking pattern 28 lbs per roll- 1 Ox lighter per sq than 30#roofing felt 60 lbs per roll 10 squares per roll-48"wide x 250 lineal feet 2 squares per roll - 36"wide x 72 lineal feet 20x stronger than felt. Highest cross directional Easy to tear tear resistance in the industry. Can be left exposed for up to 6 months with no Begins to degrade immediately degrading 25 year warranty No warranty 9999 9999 990.•0 Lays flat and is water resistant. Superior drapability in Puckers&wrinkles when wet •• • ••• 0 •0 valleys,on ridges and hips Cracks in valleys,on ridges at"I MCs'• •• 690900 9999•• • • • 9999.• 9999 • • • • Pre-printed nailing pattern and overlap lines to No nailing pattern *•0.9 0 : 00000 • • speed installation 999900 9999 9999. .•. 9999•• 9999•• • • Class A fire rating No fire rating • • 9999.• • • • 9999•. •• . 9999 • • Saves up to 5D%time in labor installation No comparison Alpha ProTech Engineered Products Inc. Nationwide Distributions Centers 301 South Blanchard St. Valdosta,Georgia Valdosta,GA 31601 Janesville,Wisconsin 866312.1837 Nogales,Arizona Salt Lake City,Utah MIAMI-DADE COUNTY pM�IIADADE MIAMI-KE ) CONTROL SECTION 1�m 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.►niamidade.2ov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShiel&' Fire-Resistant Roof Deck Protection and VersaShield':" SOIOT" Fire-Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 66 RENEWAL of this NOA shall be considered after a renewal application has been filed ani thele has be:r 66*•changp6 • in the applicable building code negatively affecting the performance of this product. ... .• 696.66 .6 6666.. TERMINATION of this NOA will occur after the expiration date or if there has been a-reviSron or change in tl..• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an er0d 1&61ent ojoW.product, ' for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 0o:o ply with..y sectio*no:0 of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FlbrA,and foJlowQd by t".6:. 66 expiration date may be displayed in advertising literature. if any portion of the NOA is display�d,.hen i;sh6a6l e done��•�j in its entirety. •• 0000 • 6.:6 INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 1 I-1 1 10.09 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. 1a NOA No.: 13-1104.06 MIAMI-DAD'COUNTY= Expiration Date: 02/07/17 Approval Date: 02/20/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShieldo Fire-Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield®Solo'" Fire-Resistant Slip Sheet(a.k.a"VersaShield SoloTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description VersaShield®Fire- 42"x 100' rolls ASTM D 226 Non-Asphaltic fiberglass-based Underlayment Resistant Roof Deck Type II and/or fire barrier. Protection VersaShield®SoloTM 72" x 166.7' rolls UL790 Non-Asphaltic fiberglass-based slip sheet and/or Fire-Resistant Slip Sheet fire barrier. MANUFACTURING LOCATION: 1. Conover,NC EVIDENCE SUBMITTED: Test A2ency Test Identifier Test Name/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 ELK-063-02-01 TAS 100 ••••% /01 Underwriters Laboratories Inc. 99NK45831 UL790 •.•' ..Q3/2.1/00 1 ONK 11990 UL790 ...... 01141111 ....% R19254 ASTM D 226 ••• 09/13/01 • 08CA37926 UL790 ••••. ,OW:3/09 • 08CA49140 PRI Asphalt Technologies, Inc. ELK-069-02-01 TAS 100 ••: 43/V4/02 •• • BRY-003-02-01 TAS 117(B) •*41/19/02 BRY-003-02-01 TAS 114 (H) ....;. INSTALLATION: 1. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo"Fire-Resistant Slip Sheet Mtl•be installed in strict compliance with applicable Building Code. 2. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo TM Fire-Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield®Fire-Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 13-1104.06 MIAMI•DADE COUNTY Expiration Date: 02/07/17 Approval Date: 02/20/14 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield®Fire-Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield®Solo?"' Fire-Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield' SoloT"' Fire-Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® SoloT"' Fire-Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® SoloT"°Fire-Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield®Fire-Resistant Roof Deck Protection or VersaShield°SoloT"' Fire-Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 6. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield® Solo" Fire-Resistant Slip Sheet are a non- asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® SoloT' Fire- Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility,yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. QMIAMI.DMADE COUNTY ."". , . ..� � 0000 0000.. BUILDING PERMIT REQUIREMENTS: 000:0. 0000.. Application for building permit shall be accompanied by copies of the following: .••••. :000:0 • 0000 . 0000. 1. This Notice of Acceptance. • 0000.. 0000 0000. 2. Any other documents required by Building Official or Applicable building code in or:l ;:a;ropel�yVyaluate tbe.... installation of this material. 0000.. . . . . .. 0000 .0.... END OF THIS ACCEPTANCE 0006 ;••••0 0000 � NOA No.: 13-1104.06 MIAMI•DADEC... OUNTY Expiration Date: 02/07/17 O - Approval Date: 02/20/14 Page 3 of 3 WOq< DURO—LAST, INC. DETAIL 1010 525 Morley Drive Saginaw, MI 48601 FS T 9 Field weld minimum Duro—Last _ membrane Silicone rolling tool Hot air • ••�•0• ••• s0 welder ••. • ...... .. ... .. %Oae ease . 009 4 e 90:00: eels ... . .. .. .... ... .. ...... 9 0004 00 % . . e0a 4 9s Note: After any field seam is completed, it n'iLst be :*"* ' probed to ensure that a secure weld has been made. DATE: JANUARY 2009 GENERAL DETAILS '0 COPMGW 2009 DRAWN BY: ENG. DEPT. FIELD SEAMING SCALE: NONE NEW CONSTRUCTION.OR RE-ROOF W0& �-� DETAIL 1020 ,�'Z' �, DURO—LAST, (' INC. , o 525 Morley Drive off® Saginaw, MI 48601 FST RD 4' x 8' Insulation 4' x 4' Insulation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a O 6 „ 6 4' X 8' Type X Gypsum, 2' x 4' Insulation DensDeck®, or SECUROCKTM 0 0 0 0 0 0 0 0 0 0 0 0 .... O 0 •V •• • • f •••••• 12 , • • •• ..•. ••••• ' 6 • . . .•.. •...•. . . . . ...... Note 1 : Stagger sheets 50% from row to row for effective fastening. Note 2: These fastening patterns are to be used with mechanically fastened systems only. DATE: JANUARY 2009 GENERAL DETAILS ............. . . tooatt+"sone DRAWN BY: ENG. DEPT. INSULATION & RECOVER FASTENING. .._...............-._ SCALE NONE NEW CONSTRUCTION OR RE—ROOF VVo'9 4 DETAIL 1060 DURO—LAST, INC. 525 Morley Drive Saginaw, MI 48601 FS o�c®0 T fto Edge of previously installed deck sheet. 3 or 6—inch fastening tab. Cut fastening tab back 6—inches. Fabricate a 1 1 /2—inch field weld after cutting out tabs. ';a Fasten 5 plates between 120—inch laps, 2 plates in between 60—inch laps and 1 plate between 28—inch laps. Note: Overlapping 6—inches and cutting back fastening tabs :::VDwS..:. adequate space for fastening and field seaming. Wh&R--Gwtting back the fastening tab, be careful not to cut the top* laytr cf.,,:, *ago*@ membrane. DATE: JANUARY 2009 GENERAL DETAILS ........... ............................. I......................._____ ____ .............................. 0 C"I%ff 2009 DRAWN BY: ENG. DEPT. DECK SHEET SEAMING SCALE: NONE NEW CONSTRUCTION OR RE-ROOF wo DURO—LAST, INC. DETAIL 1180 525 Morley Drive e o�® Saginaw, MI 48601 Fsr ao -... arapet wQll 6X6 butterfly corner 6X6 (special order only) corner - � 6X6 outside _ corner (typ•) • • 6'60• ••• •• � 0000•• •• ••• •• 0000•• • 0000 • • • • 0000 • ••• • 0000•• 0000 ••• • • • • •• •• 0000 ••• •• •90.60 • • •0006• •• • 0000 • • • 0000 Note: Different uses for the 6X6 inside and outside corners. Remember to keep the embossed side out on tan and the smooth side out on white and gray. Butterfly corners are special order only. DATE: JANUARY 2009 GENERAL DETAILS ©COPPYRIGW 2009 DRAWN BY: ENG. DEPT. INSIDE AND OUTSIDE CORNERS SCALE: NONE NEW CONSTRUCTION OR RE-ROOF WOq< DETAIL 1190 DURO—LAST, INC. 525 Morley Drive Saginaw, MI 48601 FST aoo Figure "A" — All tabs with spacings of 60—inch or less (3—inch Fastening Tab) -- • Figure "B" — All tabs with \ 1 spacings greater than 60—inch �_ I (6—inch Fastening Tab) --- 1 1 1 • 40 40 _ •••.•. • O .. . •••••• • • NOTE 1: On mechanically attached systems, the fastening plates must be installed with the edge of the plate on the outside edge of the fastening tab, as illustrated above. NOTE 2: This does not apply to the "Duro—Roof" method of tab attachment where the tab will be adhered. See the Duro—Roof specifications for additional information. DATE: JANUARY 2009 GENERAL DETAILS 000PYR W 2002 DRAWN BY: ENG. DEPT. POLY-PLATE POSITIONING SCALE: NONE NEW CONSTRUCTION OR RE-ROOF t' woq< DETAIL 4010 DURO—LAST, INC. !► t ° 525 Morley Drive ST ao 0<0 Saginaw, MI 48601 F Rectangular penetration Fasten 6—inches on center + + Duro—Last 8—inches prefabricated min. + + custom curb + + flashing + + + + + + + + + 0000 •• 0000•• • • • • • • • 22 T�� 00.0• 0• 0000••Deck .a� 0000• • 0000.. 0000 :000:- • • • • 00.•.0•. .00• . 0000. .•••. 0000 0000 0000.0 .6 •... . 6 • . • . . . . 0 00.000 000.. . 0 . .. 0000 •0066• •6•. Note 1 : Perimeter fastening of the deck membrane will be the some fastening pattern as the field membrane, max. 18—inches on center, and no less than one fastener per side. Note 2: All termination bar to have a fastener 1 —inch max. from each corner. DATE: JANUARY 2009 ROOF PENETRATION DETAIL 0c0PM>ff 2009 DRAWN BY: ENG. DEPT. RECTANGULAR PENETRATION SCALE: NONE NEW CONSTRUCTION OR RE-ROOF WO& „ (P DURO—LAST, INC. DETAIL 4070 ° 525 Morley Drive IP, �c• Saginaw, MI 48601 FSt ROO Typical vent pipe Stainless steel band Duro—Last caulk positioned 1 /4—inch from the top of the stack flashing Duro—Last prefabricated vent + ° stack flashing 8—inches + min. + + + + + + . . .... ... .. Deck •• • ...... .. ... .. ...... .... ... . .. .. .... ... .. Note 1 : If a lead flashing is present on the pipe, it; mut b'e :• ••� removed before a Duro—Last stack flashing is install�Kee • Note 2: Membrane attachment around the penetration will be the same as the deck membrane, max. 18—inches on center, and a minimum of one plate/fastener per flashing. DATE: JANUARY 2009 ROOF PENETRATION DETAIL 'OcOPMcW 2009 DRAWN BY: ENG. DEPT. ROUND PENETRATION SCALE: NONE NEW CONSTRUCTION OR RE—ROOF DETAIL 5020 DURO—LAST, INC. � o Aob,Ata 525 Morley Drive �4```w �c• Saginaw, MI 48601 Fsr Roo Duro—Last Two—Way Vent with prefabricated skirt Factory welded Existing roof vent skirt system New insulation Existing insulation Deck • . . .... ...... ...... .. ...... .... . ..... Note 1 : Install one vent for every 1 ,000 square feet or•gorjion c:�•• ••'••� 1 ,000 square feet of roof area. Vents shall b(�' evenly '•';�• spaced between rows of fastening tabs across 1i;; Yoof. A. .••••• minimum of 1 vent per roof area is required. "•'•� Note 2: Cut a 7—inch hole through the Duro—Last membrane for 00 vent installation and install the feet of the vent under the membrane. Do not fasten the vent to the deck. Note 3: Duro—Last 2—way air vents are not required on coolers or freezers, or open structures such as carports. DATE: JANUARY 2009 TWO-WAY VENT DETAIL 0 COPYRICK 2009 DRAWN BY: ENG. DEPT. TWO-WAY BREATHER VENT SCALE: NONE NEW CONSTRUCTION OR RE-ROOF WoR< DURO—LAST, INC. DETAIL 6030 525 Morley Drive { o�c• Saginaw, MI 48601 FST R� Duro—Last caulk + + + I 1 Refer to detail 6010 for tab spacing i Duro—Last prefabricated parapet wall flashing . • .... •.• •• .. ... .. to ...... ...... .... ... . Deck ' .. .. .... ... .. .. voo .•.. Note 1 : Fascia bar and cover may be used in place of termination bar. Note 2: When attaching the parapet flashing to the substrate, the appropriate fastener must be used. The fastener for the wall flashing may be different than the fastener used on the horizantal roof decking. DATE: JANUARY 2009 PARAPET WALL DETAIL 000P GW 2002 DRAWN BY: ENG. DEPT. OUTSIDE WALL TERMINATION SCALE: NONE NEW CONSTRUCTION OR RE—ROOF � Wo R< N DURO—LAST, INC. DETAIL 3110 c� 525 Morley Drive 04k• Saginaw, MI 48601 Z'ST R0 THE USE OF THIS DETAIL IS NOT ALLOWED ON FULLY ADHERED INSTALLATIONS — SEE DETAILS FA31 10 - � IN THE FULLY ADHERED SECTIO _ ..f� 2—Piece Compression� 24 Gt tal Cover /�rW�rL1J � Snap—On Base Min. Y2" 1 3/!! 4 Penetration Min. 1' E. *Fasten 6—inches on center with Membrane should extend 1Y4—inch long roofing nails. Increase beyond wood nailer by a min. of 1--inch. fastener spacing to 3—inches on �-- center at the corners of the roof (10'-0" min). See Note 5: Note 1 : The use of this detail is not to exceed a 2—inch per 12—inch slope. 0406 .. ... . . • .. 0 .00 . • Note 2: A wood nailer is required if one or more inches .of.irasulation•ms •�• used. Top of wood nailer is to be flush with top•";•i-nsulatioPh. : ...: Be sure that the wood nailer extends at least Y2,1i1*T-'• bey,md*•the horizontal edge of the snap—on base. • • 0000.• 6... • •.• • • •• •• 46.. • 0000 Note 3: The fasteners used to attach the base to wood p"Lars, and •the •, membrane to the face of the noilers, must be spaced no;,jgr.jgter 1190' than 6—inches on—center. The fastener spacing n,ust••be increased : ..•: to 3—inches on—center when attaching the base vJithi� 10—VAT (min.) of the outside corners of the building. 0000 Note 4: Allow for A—inch expansion gap between 10—foot lengths of snap—on base. Overlap the snap—on covers by 2—inches between 10—foot lengths. Note 5: When installing this detail with a 6—inch or greater vertical surface, additional mechanical attachment is required on the snap on base. DATE: JANUARY 2009 EDGE._. .--DETAIL- _ . . _ _0000 _ ___........ ._.. ....._.._..___.. _....... . ©COPMGHT 2009 DRAWN BY: ENG. DEPT. 2-PIECE COMPRESSION EDGE SCALE: NONE NEW CONSTRUCTION OR RE-ROOF ^ Duro-Guard TIM Metal Compression System lit DA TA SHEET! W. Description: Duro-Guard°'Metal Compression System may be used Note: as o perimeter flashing for the Dun-Laut@>roofing ° The metal base and metal cover are ordered system. The system consists ofaGowa|umo00steel base separately in1Dfoot lengths. They will bopackaged and asnap-on metal cover. The system iolisted by incardboard tubes orwooden crates. FMApprovals aoaClass 1 perimeter flashing with the ° The cover iashipped with uprotective plastic film 4inch (1O2mm)wide system achieving aClass 1'3OO which should boremoved prior toinstallation. and the Oinch (152mm)wide system achieving aClass ° Tnclean the metal cover use soap and water(i.e. 1'135. 1/3cup laundry detergent per gallon ofwator). ° The base iofabricated from 24'gaugoGa|va|uma steel and comes in 1Ofoot lengths. The base is available inwidths ranging from 30n8inches (76-203 mm). ° The metal cover io1Ufeet long and available in 24'gougegalva|umosteel with 2Ostocked finishes auwell aointhese specialized metals: ° O4Oaluminum with Kynarfinish. ~ O4Ualuminum with mill finish. ` 16-oz. copper. ~ 24-gaugastainless steel. ` 24-gougobondohzod (painteb|o) steel. Contact Duro-Last, Inc. to request a color chart, | = samples and information regarding custom metals and finishes. °°°°°° ° °°°° Installation: ° i. Awood nailer iorequired if1 inch orgreater uf ==�° insulation isused. The top ofthe nailer must beflush * * with the top ofthe insulation. 2. Fasten the flange ofthe metal base with fasteners spaced Oinches un center. When installing the base within 1Ofeet ufanoutside corner the fastening pattern io3inches oncenter. ° °~ 3. Bring the roof membrane over the base and fasten it Oinches nn center into the vertical face ufthe metal ° °°° b000 VVhoninotuUingvvithin1Ofeet ofonoutside °°°/ ° ° � corner the fastening pattern is3inches oncenter, * 4. Install the metal cover over the base and membrane. Duro-Guard Metal 5. The metal cover should boinstalled oothat the joints Compression System between sections are offset eminimum uf12inch (see details 31OO& FA311O) (25mm)from the joints between sections nfthe metal base. U. Adjacent sections ofcover are designed Vooverlap. Nojoint clips are required. 7. Refer hodetail drawing 311Ufor installation information when roof system iumechanically attached orFA311Owhen the roof system isfully adhered. Duro-Last: The Proven P��o��e�& - __-_-_____..... _--_