Loading...
RF-10-82 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HighVelocity Flurricane Zone Uniform Permit A lication Form. M ` Section D (Steep Stoned Roof System) Roof System Manufacturer: Product Approval Number: �(- 85;2g , �d Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: : i P2: Z5, 6 P3: . Z Maximum Design Pressure Product Approval Specific System: Method of the attachment: Steep Sloped Roof System Description Deck Type: ype Underlayment: Roof Slope D Insulation: 12 Fire Barrier: "l ie Ridge Ventilation? Fastener Type & Spacing: Adhesive Type ype Cap Sheet: •• ": • ' « : Roof Covering: Mean Roof 1- 4i • �•.. • • Type & Size Drip •• • dge: , s e e • ; • • >r 44.22 "� • FI name milli nu.,n 3a Y f �nf C Miami Shores Village sM Roof 10050 N.E. 2nd Avenue Ola€tit T�1�(dt Miami Shores, FL 33138 -0000 4 - Phone: (305)795 -2204 ions i, a r Expiration: 08/02/201 Project Address Parcel Number Applicant 1200 95 Street 1132060144110 THOMAS LONGMAN Miami Shores, FL 33138- Block: Lot: Owner Information µ Ad dress Phone _ Cell m THOMAS LONGMAN 1200 95 Street (305)892 -8598 MIAMI SHORES FL 33138 -2550 Contractor(s) Phone Cell Phone $ 29,000.00 RELIANT ROOFING SYSTEMS INC (954)630 -2818 (954)630 -2817 Valuation: Total Sq Feet: 4469 Type of Work: Re Roof For Inspections please call: Additional Info: RE ROOF FLAT &SLOPE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $17.40 RF -1 -10 -36845 $ 405.40 $ 355.40 Education Surcharge $5.80 Permit Fee - New Roof $350.00 RF -1 -10 -36845 $ 405.40 $ 405.40 $ 0.00 Scanning Fee $9.00 Check #: 5510 Technology Fee $23.20 Total: $405.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 03, 2010 Authorized Signature: Owner / Applicant / Contractor f Agent Date Building Department Cop February 03, 2010 1 Miami Shores Village i r" "C 9 v iI Buildin g Dep artment e artment ?� FEB 18 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 0 �— PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING' Owner's Name (Fee Simple 0 !V*Nr tx,f1 Phone # 30 j 2- -Y S Owner's Address 1'2UC> City ica. - �:L3�• >t State Zip 3 3 1 3S Tenant/Lessee Name Phone # Email Job Address (where the work is being done) f lG �tjC c City Miami Shores Village County Miami -Dade Zip 513 FOLIO / PARCEL # // 3 ? C C & / / V_ // Is Building Historically Designated YES NO Flood Zone Contractor's Company Name \ e- t i el - --° f44; 'hone # `T ��1� b� 3'(J ° �9 /p Contractor's Address Z¢ y ,� . State , L Zip J S J Clt / 16 / Nor ✓''6 "'� y 3 `7 J s f Qualifier Name rL f G' G e.- ~z °�(` y—i <� - Phone # � 4 ""'2" e State Certificate or Registration No. Certificate of Competency No. 9 Contact Phone 4 2 5` 3 ��.7 C ,� / E -mail � � 3 � s rJ S TP��c S c el Architect/Engineer's Name (' e) A Phone # Value of Work For this 4, &! Square / Linear Footage Of Work: Type of Work: ❑ io ❑Alteration ❑New Repair/Replace Q Demolition Describe Work: - - .. Submittal Fee 11q Permit Fee $ CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ LA-)' LA f See Reverse side —� Bonding Company's Name (if applicable) Blbndijp%,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 o do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permi and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand t at a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE TERS, TANKS and 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 be app owed and a einspectt n fee will be charged.. c � Signature Signatur - -- ---- Ow:�- gent Contractor The foregoing instrument acknowledged before me this 7 The foregoing instrument was acknowledged before me this / 7 day of/ .6 201- , by r~Moe 4i✓~- , day of 4 , 201 , by 1114!//, Srlja/y , who is personally known to me or who has roduced 4 - who is personally known to me or has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: + " µY P ••• STEVEN SHARP - ••••'•• STEVEN SHARP Print: •'o`" "BC• Print: Q��eY PVg " My Commission ExpA r COMMISSION # DD587743 My Commission COMMISSION # D0587743 '•'9, Q` ° ,.• EXPIRES 9/15/2010 ;� "v e` ° .� EXPIRES 9/1512010 "• BONDED THRU1- 888•NOTARYI '• " "` BONDED THRU1. 888- NOTARYI `` ** �� ****** , k** �**#************************** * * * * * * * * * *�e�e� * * * * * * * * * * *,k * ** APPROVED BY r r '�V Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) - - u Now., -n. w Florida Building Code Edition 2002 i 1 - ss ■ .,: _ • _ ,. If If a■ . a i. � m+li � ^�� a ■ ■ rtr ■ ■■a■ is .ttiR■ t■r ��aR ■ � ____■._. rita ; �iaa ■�i�itri�tr�.ia_ , �i►�■i I N ►�' Ctra ■■ G ■a car ■ ___; a >i a= ■ ■r► �� ririrr ■ ■■ ri■a a ■a a� L ' �� /�}i ►i T .' G r MIN ■a a ■■ �� ■la is r Gti�r t no NAP ZZ tt■ � � ■r �t � � ��i■ . �3.fiz .; � ■; a ra�t�i; ;aa �i�ia; ; ; ■a■� �� . ■ o as �t � _. � ��[.. . a ;; �� r CC i.�ii� ■ ,� � � � �t ��� %� a ��_ t ■ �i r�is ; <<�i� �� p���'�' " p tw Zra ■►t ca� .�em ■.�� ;��I_ t �� ■ � it ■ ��ii r�■ � ; a i:� ; ■ f ... ; M I A M 1•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (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) LL Building Products Inc. 295 McKoy Road Burgaw, NC 28425 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 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, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GC12E Turbine Vent 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 6666 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fallawtd by . • • • • the expiration date may be displayed in advertising literature. If any portion of the NOA t%di%ptayed, then it shall 6 be done in its entirety. •""' 6666.. .. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactM? bf Its distributors • • 6 • and shall be available for inspection at the job site at the request of the Building Official. 6 66 . 0000 9 9 9 6 • 66 • * This NOA revises NOA # 05 -0822.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. , , , , , • , s � G � /, " � � � „�f.�. . . . • � 6666.. 6666.. • 6666.. •••• 6666 6666 NOA No.: 07- 0418.02 Expiration Date: 07 /17/12 JL Approval Date: 07/12/07 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Components Sub- Category: 07720 Ventilation Type: Turbine Roof Vent Materials Steel Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description GC 12E turbine vent 18" wide at base TAS 100(A) 12" diameter opening 20" high turbine ventilation system 26 gauge minimum thickness EVIDENCE SUBMITTED Test Agency Test Identifier Description Date Celotex Corp. Testing Services 520128 -9 TAS 100 Jan. 1999 PRI Asphalt Technologies, Inc. 1LB- 006 -02 -01 TAS 100 05/12/04 APPROVED ASSEMBLY: System Type A: Mechanical attachment of turbine vent over composite shingles. Cutout: At chosen location and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Make a mark on the shingles 5 up roof from the top of the cutout, and 5 /z" to the right and left of the cutout edges. Installation: Starting with a shingle course down roof edge closest to horizontal center line of the 12" cutout, roll all shingles in the area between the three marks carefully upward, and completely remove all shingle nails which are exposed and within the area enclosed by the marks. • • • • 0000 0000.. Loosen clamp screw on vent system base. Place mounting bate lzriit flat on, the ' shingles on its flashing and, standing with one foot on each sido ofrthe flashu'tg, " "' • turn the upper adjustable stack section to a vertical position * totaling flashthg • • • • section as required. (Note: This adjustment must be made befpte `fthorin • • • flashing to roof.) Now tighten clamp screw to lock in position. • • • 0000.. Coat underside of base flashing with roofing cement, and, irf its' "itch adjust%d • • • position, carefully slide upper half of flashing up roof beneath 80 0 0 previousl3i 00000 0 rolled back, until base is centered over 12" cutout. Agairt rolling bacr I fie • • 0000.. shingles where necessary, and rechecking pitch setting for vertitat alignn"nt! • 0 ' secure the base unit to roof using 11 ga. roofmg nails approximately 1" from flit,' edge at all comers and at the center of each edge. Next place roofing nails every 45' approximately 1" out from the stack. Use a minimum of (24) twenty -four NOA No.: 07- 0418.02 Expiration Date: 07 /17/12 Y Approval Date: 07/12/07 Page 2 of 4 nails (See Fastening Pattern below). Nails shall be of sufficient length to penetrate through roof sheathing a minimum of '/2 ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Set turbine firmly on crimped base collar, anchor with (3) three corrosion resistant #10 x' /2" sheet metal screws through holes in turbine base ring. Note: Apply roofing cement to all exposed flashing edges and gutter sealing caulking to the junction of stack and flashing, the bead joining the upper and lower stack sections and the vertical seam in the upper and lower stack sections and all exposed nail and screw heads. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. GC12E Turbine Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. GC12E Turbine Vent shall not be installed on roof mean heights greater than 33 feet. 5. GC12E Turbine Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 6666 6666 6666.. 6666.. • •. 6666.. 6666.. 6666.. 6666 • 6666.. 6666. 6666 6666.. • 6666.. 60 66 60 06 0 • 6666 • . 6666.. • 6666.. • .6060. 6• •• 0 6666 •. • 6666 NOA No.: 07- 0418.02 Expiration Date: 07 /17/12 Y Approval Date: 07/12/07 Page 3 of 4 4 � DETAILS 18.000" 4.565" 8.870" 1.000" ® ® 1.000' ® i � - --------- - - - - -- 18.000" ® I � 012.000' X4.565' Turbine Base j I I I 19.998" 0 0 0 �o t o • • f•ff f••f:• •••fff ••f•ff o • f • • 16.000' •• • •••f• GC12E Turbine • • • • • • END OF THIS ACCEPTANCE f ;....: NOA No.: 07- 0418.02 Expiration Date: 07/17/12 Approval Date: 07/12/07 Page 4 of 4 �o Miami Shores Village c u v Building Department L JAN I , f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - - BUILDING Permit No: e n - p PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) _Qo &vct. S T, Loo meA^ Phone # 3 ©5 2 7 5 . . 5LI C 6. Owner's Address I_)�_ 0 0 OE 0 1 5 S s e - City State _ 4 � Zip '3313 Tenant/Lessee Name N A Phone # Job Address (where the work is being done) 0 City Miami Shores Village County Miami -Dade Zip l FOLI / PARCEL# 3 Z061 Is Building Historically Designated YES NO Contractor's Company Name *- i -vim' a -) a> S 5 fa0 hone # ° Sq /1i_? Contractor's Address '�. 4 1 C r `3 Z. � �� ^ t ° i I Jf't'� a - Ci State - C®, Zip -3 3 Qualifier Name Phone # 1 5 U , Z8 1 ,g State Certificate or Registration No. Certificate of Competency No G GL O's O it 5 b' ArchitecVEngineer's Name (if applicable) / V Phone # Value of Work For this Permit $ .2 y Square / Linear Footage Of Work: 3 S lope S-5 Type of Work: DAddition Alteration QNew )25"Repair/Replace ❑ Demolition Describe Work: 2� - �� C3�'S ' 1 ttr-D tZ r -fit -�P ees1 * *,� * * * * * * * * * * ** �Submittal Fee $ Permit Fee $ o S�' CCF $ rr t C07CC -®°- `> r Notary $ Training/Education Fee $ �J' �' Technology Fee $ ig ' Scanning $ 2 .(` l Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ �c Structural Review. $ Total Fee Now Due See Reverse side 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 App lica s condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goo faith that cop of the notice of commencement and construction lien law brochure will be delivered to the person whose proper is subject t atta hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i spec whi h o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be appr ed nd a reins ction fee will be charged. _ Signature Signature -- gent Contractor !!`` The foregoing instrumen was acknowledged before me this !� The foregoing instrument was ackno before me this T day of - 1;W. , 2014, by t#,944.) 1 1.441W J- day of �/�l'� , 20 by /� �Cltr� b f# , who is a or who has produced v oson ally lcno w�to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: STEVEN SHARP Sign: ST EVEN SI NOTARY PUBLIC • STATE OF FLORI A NOTARY PUBLIC _ P Print: Print: STATE OF FL ORID A M Commission Ex it' e EXPIRES 9/15/2010 '! ,,.' P,o�� # D 3 y p .,. .`o•. My Commission ExpireS4,� OF I ,o�. EXPIRES 9/15/2010 of W * * * * * * * ** �* R * *,t * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C- F_ U4 2 1- C R J__1 13 3 3 7 CS :1 Bk 27152 Ps 2 PERMIT NO. TAX FOLIO N OR. Y RECORDED i)1i'i9/ WiRVE' RLWINP CLERK [IF C OURT STATE OF FLORIDA: MiANI-DADE coukr-P FLE"RIDA COUNTY OF MIAMI-DADE: LA6T PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 11% C_ 0-00 1AG q ls tiG.. �_ 2. Description of improvement: fe_�p e e r 3. Owner(s) name and address: Cx -5 Interest in property: 4 Name and address of fee simple titleholder: Qtie �C-5 0. 4. Contractor's name and address: ' k : "0__t - k 1 VW 1 1 , 115 5. Surety: (Payment bond required by owner from contractor, if a z v Name and address: Amount of bond 6. Lender's name and address: 1 ��fj 0 1 1 1� i tq 7. Persons within the state of Florida designated by Owner upo om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: �e_�'tO -Y33 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and ess: 9. Ex ration dat )of is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a s i I differ nt date ration fied) - e A Signa re of n Print Owner's Name " as c Y C, Prepared by Sworn to and subscribed before me this day of -, _201 (2/ Address-2 �'32_ ev Notary Public STEVENSHARP Print Notary's Name NOTARY PUBLIr STATE OF FLOPMA 333-37 My commission expires: COMMISS40N # DD587143 kq.5� - 11 3 _ 01 -39 8/04 PAGE 3 BONDEOTHRU 1,8MNOTAR)M 01/26/2010 10:54 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 TX REPORT TRANSMISSION OK TX /RX NO 4565 RECIPIENT ADDRESS 919546302817 DESTINATION ID ST. TIME 01/26 10:53 TIME USE 01'19 PAGES SENT 1 RESULT OK 7 ��� S�ottg� L Miami Shores ' Y ff illage uilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 F,yres It& Tel: (305) 795.2204 FOR p` Fax: (305) 756.8972 Permit No: 10 -Z Job Name 2 0 gV,,, Page 1 of 1 Building Critique Sheet FAX 0 - x,30 -- PFst i,y�, °RES Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 p�+7,28 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10- Job Name 26eg Pagel of 1 Building Critique Sheet pit -�sSc� �r S iS i `n CG /1.Ce c� , W /•2 sAe,! 4in. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FA)(a 9- X30 Z M iami shores Village memo �_ ,,,,, Building Department 10050 N.E.2nd Avenue a, Miami Shores, Florida 33138 plURl'�A Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -Z2 Job Name 20JO Page 1 of 1 Building // Critique Sheet ZVI - Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 02/02/2010 12:57 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 xcxs TX REPORT kxc TRANSMISSION OK TX /RX NO 4591 RECIPIENT ADDRESS 919546302817 DESTINATION ID ST. TIME 02/02 12:55 TIME USE 01'24 PAGES SENT 1 RESULT OK % y ® �oaE� r M iami shores V illage S Krw r93i �` Iloilo Building epartment �— ltlfl� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR1I?� Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10- fir. Job Name 2009_ Page 1 of 1 Building Critique Sheet A "i f t L�'Cy cs ta d' • / f ' + .'e� " r � r '/� ('"7 E >t!t '✓.". (j Ell t Jai :� \ f � i ; Q �Aa.: J l � �" ( �^ .' ✓ x'��f 2' -a✓ ,r J k.r f � � S f F s✓ �1 � / Jf+YB fl� :OP'a D JS' �l C f �L� l j j � �'.l ...3['�'� !. � s:t" ,r o�r -- f•• •r ar�� � � /��S`e'f�sc �,�a c �,..w�C rT`.,� :•�,..- F^+..«� /�'`'L�€"€"a3r'c��,�" y�oa,�s 7�1Cta�,rt Sl mc� `U D 10050 NE 2nd Ave Miami Shores, Fl 3313 Phone 305 -795 -2204; Fax 305.762 -5253 1p R " www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. C9-c 050 ' 4 56 State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption * * * * * * * ** * ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * *"* Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE ********************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Business Name: ��.� cx-+^ �'c� �i �,� S �ex" s. � Business Address: ( Z. .u�� \rte �C Qom,,,✓ I � - 33 S% Business Telephone: ( , 3 �� Z 01 Fax Number: (� 30 - Z 9 � 7 Qualifier Name: ,`��� 1 /'2'1 - 1 G/TU E 9 P"('ln Contra tor:. Payrol I I A"! 2 6 j ACRD, CERTIFICATE OF LIABILITY INSURANCE PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HJghpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas Parkway #500 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dallas TX 75254 ALTER IME CO)JERAGE AF (8001 632-5096 (972) 715-0959 Fax: (972) 404-4450 INSURERS AFFORDING COVERAGE NSUREQ� INSI—PPE; A r,, rcnFrtv - 7 ' uj h Cilzualt jr.zj�l a In 241 NZ 32NC C- INSI-RE; C • � ,- AKLATID LL � F T- '73f-2017 -IINSLnE; E, COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ?ERIOE) 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 POLICES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS INSR I Poi POLICY EXPIRATION I TR TYPE OF NSURANCE POLICY NLIMBER GENERAL LIABILITY VINER-,AL GEN ERAL LIAB I-Ty RE DAMAGE (An', 0!i& F-I CL51NS FADE MOCCUR VFD EXF (Art;uc -RCCuCTS - C0P4. ';,",)z L:IC tt AUTOMOBILE LIABILITY COwBINEC SINGLE, L161T ALL OWNED 4JTC �r� L) NJJ?" fEDi-FE ALFFI)� _Fri Kar�oril -I;RPr) A,;Tn�; E00L r INJR J w\UTC5 'P., nRCPERT' DANlP .L= , 'md-o GARAGE LIABILITY AU7C -W-' - 6A. ACC A14.rAUTD �ITHSRT4AN 4b I L CHLY I EXCESS LIABILITY OCCUR F-1 C-kINI 1111AIDE 430RE347E fi DEDUCTIB-e 1P:TFN7I T WORKERS COMPENSATION AND �� 7 7 7 0 90 1 I 4 0 1 /,7'Cl 0 4/ J) Tn I yL EMPLOYSRS'LIABILITY =L.D!Z1:EA.E aAEN11=1-0`,EE j L 71 - P LIMIT �3 F C OT HER 0175 ��. T certifir-mte rema-ris in effect, xrC ragz is for fo which - -he cllsnt is r Eep 2- 'he k'L f Alld RELIANT P,30FING YZTE'113, 1.TTC ft L. L nnr I I i ':y mioe5 1� mler Ih- Fo- d�� kei:s C mpEneaticr, E1 _/eLF liab:.12.ty Fs a C. � yer AMS usured is a ' �Z' :, �)L enyt I f x 1;�.?LIA3E SEE AT EMPLOY3 RDSTTTP- I + L CERTIFICATE HOLDER ADDITIONAL INSUREV; INSURER LETTER: CANCELLATION SNUUM ANY LIF I DE3CRE311) POLICIES 5r WICELLfu btrOKC Fff"3k7fFATION DATE THEREor. THE ISSUING INSURER WALL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE T;k THE CERTIFICATE HOLDER NAMED TO THE uEFT. 5U FAILURE TO DO Sr AIAM, Sli'ORIS VIILLA6E EJILDING DEFT IMPOSE NO OBLIGATION OR UABiUTY OF ANY KIND UPON THE INSURER ITS AGEINI CIR 1 50 N.E. 2DID AVC. M:AMI 91-10RIS, FL 3313e REPRESENTATIVES AU1 HORIM REPRESENTATIVE A ORD 25•S (7191) W ACORD CORPORATION 1989 STATE OF FLORIDA - -- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD. (850) 487 -1395 1940 NORTH MONROE STREET • ��nwe TALLAHASSEE. FL 32399 -0783 SMITH, RICHARD - RELIANT ROOFING SYSTEMS INC 241 NE 32 COURT .FT. LAUDERDALE FL 33334 gE °fir ,i Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. - A" Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better'. For information about our services, please log onto www.myfloridalicense,com.+ � There you can find more information about our divisions and the regulations that 3 impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We ` � constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! - ctsa ., X 31 Y DETACH HERE Ed ..� DATE 13ATC Wt W i � s€ Se i E a, r a i �Ii:�'rv� o r?# � _ ?v = *� . tea � ' _ 5 w ,:.III r 10,ir i ii..i u i 2 .i,�ll i zli i �t"s V $ _ y - ,` ... � BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301-1895 - 954 - 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Receipt # 185- 0000939 Business Name: RELIANT ROOFING SYSTEMS INC Business Type: Owner Name: RICHARD SMITH ROOFING CONTR Business Location: 241 NE 32 CT Business Opened: 03/02/91 OAKLAND PARK 33334 Business Phone: (000)566 -6929 State /County /Cert/Reg: CCCO50450 Exemption Code: NON EXEMPT Rooms Seats Employees Machines Professionals 10 UNITS For Vending Business Only Number of Machines: Vendin Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid _ $ ___. - 27.00 _ __� 27 �OIJ - - -- - ;. PAID 07/24/09 7702590.0001 27.00 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 WHEN VALIDATED planning 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 Mailing Address: regulations. RELIANT ROOFING SYSTEMS INC RICHARD SMITH 241 NE 32 CT OAKLAND PARK FL 33334 2009-2010 From:Mack, Mack, & Waltz Insurance 954 640 6226 0111812010 21:39 #908 P.001/001 A oCCPRbP CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY 1/19/0 PRODUCER (954) 640 -6225 FAX: (954) 640 -6226 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mack, Mack & Waltz Insurance Group, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1211 S Military Trail HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 100 Deerfield Beach FL 33442 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Canal Indemnity Reliant Roofing Systems, Inc. INSUPZR B:Progressi.ve Express Ins. Co. 10193 241 N.E. 32nd Court INSURER c: INSURER D: Oakland ,Park FL 33334 INSURER E: v COVERAGES 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. AGGREGATE L IMITS SHO WN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR 'L POLICY EFFECTIVE POLICY EXPIRATION L TR NSRn URANCE POLICY NUMBER DATE MM DD V M LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, 00 0 000 X COMMERCIAL GENERAL LIABILITY bAAG TO RENTED PREMISES Ea occurrence $ 50, A CLAIMS MADE [il OCCUR /N'L OF GL97373 1/12/2010 1/12/2011 MEDEXP (Any one person) $ 5 PERSONA &ADV INJURY $ 11000, _._._�.._...._ GENERAL AGGREGATE $ 2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1 O O 0 , O 0 0 X POLICY PRO- --- E T LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ B ALL OWNED AUTOS 04491597 -8 10/6/2009 10/6/2010 BODILY INJURY X SCHEDULEDAUTOS Per person) $ 250,000 HIRED AUTOS NON -OWNED AUTOS (P� aced accident) $ 500,000 PROPERTY DAMAGE (Per accident) $ 100,000 GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO E OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY E ACH OCCURRE $ OCCUR ❑ CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION WC STATU- OT H- AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ORY IMI_ R OFFICERIMEMBER EXCLUDED? E.L. EACH ACCID . DENT $ _ ( yes. des uM Mandatory In NH) ff E.L. DISEASE - EA EMPLOYE $ _ erib a er SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION (3 0 5) 756- 8 9 7 2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Miami. Shores Village DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Building Department 100 NE 2nd Avenue NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LErT, BUT I^AILURC TO DO SO SHALL Miami Shores, FL 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Jay Mack /STEVE ACORD 25 (2009101) © 4988 -2009 ACORD CORPORATION. All rights reserved. INS025(z0oso�) The ACORD name and logo are registered marks of ACORD OR s' 10050 NE 2 nd Ave * Miami Shores, F133138 D T W M c Phone 305 - 795.2204; Fax 305. 756 -8972 =-- JAN 2 0 2010 0 OWNERS'S AFFIDAVIT OF EXEMPTION BY:-------------------- ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: LO / d 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: 7I tom. py\,GL s Property Address: 11--60 WE !15 S4 M Roofing Permit Number: Dear Building Official: I & _e .- certify that I am not required to retrofit the roof to wall connections of my building because: /The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ T uil ing was constructed in compliance with the provisions of the Florida Building Code (FBC) or wi the pr visi s of 1994 edition of the South Florida Building Code 1994 SFBC) C11 Sig r Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this f day of ' J/�Ii✓, 2 tPl✓ • .•k� P •. STEVEN SHARP - 1P UB Notary Public, Sate of Florida at Large : NOTARY PUBLIC- STATE OF FLORIDA 743 When the just valuation of the structure for purpose of ad valorem taxation is equal to neral r morA e .Ooo.00, exRos3 wisomestllot constructed with • : FBC nor a 1994 SFBC. Then you must provide a building application from a Ge Contractor foP'tK� R f�. -•• oof to V'B994WWn%M14 0ftf *WMitigation. N iami -Dade My Home Page 1 of 2 My Home MIAMI- tins M Show Me: Property Information a Legend Search By: we ss1 H sr s . Property Select Item * ' ` Boundary Selected £ ti - t Property Text only Property Appraiser Tax Estimator - 4 #+ Street IJ Property Appraiser Tax a: 4 45TST a Highway Comparison ' "' 1 Miami -Dade County Portability S.O.H. Calculator ■ Water Summary Details: N r 11- 3206 - 014 -4110 1200 NE 95 ST NE 94TH t±T WE HOMAS J LONGMAN 1200 NE 95 ST MIAMI S SHORES FL 3138 -2550 YF Property Information: j° T y rimary Zone: 1400 SINGLE FAMILY cT ESIDENCE LUC: 1 RESIDENTIAL- INGLE FAMILY -1w Beds/Baths: l2 rNE 93RD ST hors: 1 Living Units: 1 d' Footage: ,352 Digital Orthophotography - 2007 0 112 ft of Size: 19,206 SO FT ear Built: 1946 MIAMI SHORES SEC 3 egal PB 10 -37 LOT 17 BLK 85 M Home I Property Information I Property f axes Description: OT SIZE IRREGULAR I My Neighborhood I Property Appraise R 17223 -0247 0596 1 R 17223 -0247 0596 00 1 Home I Using Our Site I About I Phone Directory I Private I Disclaimer Assessment Information: ear: 2009 1 2008 Land Value: $161,576 231,85 uildIng Value: $226,853 276,26 If you experience technical difficulties with the Property Information application, arket Value: $388,429 508,12 or wish to send us your comments, questions or suggestions ssessed Value: $236,500 236 26 please email us at Webmaster Exemption Information: ear: 2009 2008 Web Site Homestead: $25,000 $25,000 ® 2002 Miami -Dade County. nd Homestead: I YES I YES All rights reserved. Taxable Value Information: Year: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,0001 $50,000/ $186,500 $186,264 County: $50,0001 $50,0001 $181500 $186,264 City: $50,0001 $50,0001 $186,500 $186,264 School Board: $25,000/ $25,000/ $211,500 $211,264 Sale Information: ale Date: 7996 ale Amount: 210 000 http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/12/2010 C � lle, i JAN 2 0 2010 Florida Building Code Edition High V Hurricane Zone Uniform Pemnit ApplicaW INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,S,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood,Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS RE q-- -..' 1. Fire Directory Listing Page Y p 1TE 2. From Notice of Acceptance: Front Page 7 , r ., ID Specific System Description rr 9 Specifi System Limitations 'SU4JECT TO COMPLIANCE WITH ALL FEDE AL General Limitations { E AN[) COUNTY ri,L ES AND REGULATONS Applicable Detail Drawings - _ 3. Design Calculations per Chapter 16, or if Ap , It& or RAS 128 ••• •• : ::.'.:: •• 4. Other Com ondat 1416tjij if ea8 tances =f 5. Municipal Permit Ablplldbtldn • • 6. Owners Notification for Roofing Conside 7. An Re uir Roof TedUn Cal t'® D um t . . . . • • 123 01 -48 5/03 PAGE 1 - • • • • • • • • ' s s s • Y A Form. 1 • • r � t . 1 se ■ ! .: 1 . • :. N ol l , ■ w■wa ■_■ R■ w ■ w .w .www w ■ww ■ ^a�■wwrlw ■ ' ' o n w �■���e�l+�w■ w ■ ■ ■ w ACC C �1 r. iR."Cww■ C j ww .�n>,r.�ki a I sm- Opu G6CCi w • C ' ' * � * C s '�.G' R C w' . ■\ fl�l, l7 iC>•l`iw o ■ fw w► ■ ■.. � ■ CCC u..��.� :C . � ar /■ ■ ri C- � w !■ C z % ■ �..... � .. � �iw. ■.1■ . w .IC . " 0C R■ Ci I:CCC C C CwC ■ ■. R. w■ :�i ■ is i �rw www , ■wCw.w . C ■ ■lCCC \RCNr� ■■ ww■ on ► ■ ww w C w�i wiC■ 1 ■ w ■ ■C(Iw■ C•_>� C CCC i C■ C ! C■G�'�'.C- Clwiil C wr w ' CCw ■ .0 rC �' CCC'C • C � C C! w�r �i.� ■�.nw C■ CCCC C '■1 �w �ww. ECE ! a �►•CCCICC.C.'NN= �wwa� wi= C`�■ C i C a an CCC CC ■i••�'C■ w rw ■ l ■C' ■ �iw . CC C! ! ■ rC C ■ � in C iCCC ' C CCCR� �■� C!l Cl� C�• C� C G: r i�iG C Ci -� w CC.C..p Ell C s! ! n �rC ■ r ■ wC wr a C � ■ .. ,CC �C..� .R C:� I�ASrOR all '�' 1 ■ �C ■ � ■ C �� ■M'r1C � �� .. I■ ■ ......G �' ■ ,M w %C Cw� t 1 !�' w �C !I C RwC CCC C ■■ � i CC ;� C wlC C' i► '' CC ■ ' C 'C N�CCwC i C ■■■ w ■ i Cw C reC C C �r �C .� GI.�C . wCCw w sR�rrRr rr ■C! ! Cn w ! G C � ! . =� !� C �C " � -- '�"�ic.�rw� �' w � ! CC C ■ r IIw� ;C i . l w�r C G�S�� .w Iw .w rrt • wa w '"� CC � � � ! ■ } 1/ ■R � C C�IC C w!C ! 1 r,. �' ■�i� it w w CC w w wCw C C wwC C ■� * rC Cox ■! ! . ■R C ■ r ■ r � r ,■ w w � �i�i� R ■ w '� SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Chapter 15 of the Florida Building Code, Building govern the minimum requirements and s ards of the industry for roofing system installations. Additionally, the following items should be a ssed as part of the agreement between the owner and the contractor. The owner's initials in the de i ated space indicates that the item has been explained. I. Aesthetics - Workmanship: The workmanship provisions of Cha.pfer 15 (High Velocity Hurricane Zones) are for the purpose of providing 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 the zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to e renailed in accordance with the current provisions of Chapter 15 (High Velocity Hurricane ones). The roof deck is usually concealed prior to removing the existing roof system. 3 Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing: contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural. appearance; therefore, roofing nail penetrations of the. underside of the decking may not be O ceptable. This provides the option of maintaining this appearance. onderin.g Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the Fife expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of:. Ventilation: Most roof structures should have some ability to vent natural .airflow through the in r of the structural assembly (the building itself). The existing amount of attic v ilatio . shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. . O Signature at Contractor's Signature • .. . • • • • • • . • Gee Form AB -326 ( Page 2 of 7) New 10/13/05 "' • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System Roof System Manufacturer: a Notice of Acceptance umber• - - f !� Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) j . 4 I ' 1 P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description \� Deck Type: - ------ - - -__- Type Underlayment: i Roof Slope: I I 7/;f �1 - - - - -- - -- Insulation: r& \ Fire Barrier: - - - - - `l l - -�'� �` Ridg� n tilat, I Fastener Type & Spacing YP P 9 Adhesive Type: \ Type Cap Sheet: - - - - -- - - -- - - - - - -- I Mean Roof Height: Roof Covering: Jr Type & Size Drip Edge: - -- 15.34 FLORIDA BUILDING CODE — BUILDING Form A8 -326 f Pane 6 of 71 - New 1011,q/05 _ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values from M f. If the M values are greater than or equal to the M values, for each area of the roof, then the the attachment method is acceptable. r� Method 1 "Moment Based Tile Calculations Per RAS 127" Q (P l t =M Product Approval Mf�Ot (P2: /y� A? ° s ;/t7 (, 1 5 ) - Mg - = M / "/ Product Approval Mf �I . (P31]�- 4 ^)1 ` � =3Z,7-5)-Mg- 4� = M Product Approval Mf � f Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M M required Moment Resistance' Mean Roof Height -> Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 1 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31 32 "8 34.9 6:12 26.4 28.0 9.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based rile systems endorsed y the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the slues for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Ti Calculations Per RAS 127" (P x L x w: _ ) - W: x co B — =F it — Product Approval F' (P x L = _ x w: _ ) - W: x cos 0 = F Product Approval F' (P x L = x w: _ ) - W: x cos B = F __ Product Approval F' Whet to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 R S 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H 4ob Site Roof Slope 0 Job Site Aerodynamic Multiplier 21 lProduct Approval Restoring Moment due to M Product Approval Gravity Attachment Resistance 11/ Product Approval Required Moment Resistance 9 Calculated Minimum Attachment F' Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval T L = length ile Dimensions Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING .15.35 Form AB -326 (;Pape 7 of 7) New 10/13/05 _ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. f Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment: (if a component is not used, identify as "NA ") Field: �" oc @Lap, # Rows 3 @ � " oc n c System Manufacturer. �eLw Perimeter: oc oc @ Lap, # Rows @" oc Product Approval No.: ! l OW , f Corner: " oc @ Lap, # Rows -6- @ Y " oc Design Wind Pressures, From RAS 128 or Calculations: ���''q Number of Fasteners P Insulation Board: Pmax1: ..�� Pmax2: �� • � Pmax3: Field Per i efkr� Corner - Max. Design Pressure, from the specific Product Approval system: Illustrate Components Noted and Details as Applicable: Deck: ii Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type: kz Continuous Cleat, Cant Strip, Base Flashing, Counter - ` Flashing, Coping, Etc. Gauge/Thickness: •�. S'� Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: ( GJ Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: ,nn Insulation Base Layer:,,, Base Insulation Size and Thickness: 3,.a 3� Ntied.'F. FT. l 2 �+ - - 5y '4 r^. Base Insulation Fastener /Bonding Material: Mc+zt +fiatl ! Parapet , Height _ j Top Insulation Layer:' Top Insulation Size and Thickness: FT._ Top Insulation Fastener /Bonding Material:` I Mean 64L i -- -_ - - -- -.. . -- -- - - - - - -- Roof Ea_ Base Sheet(s) & No. of Ply(s): ,�6��' '0 75ft Height Base eet Fas ener Bond Material: ( 1 i tie in J Ply Sheet(s) & No. of Ply(s): '666 Ply Sheet Fastener /Bonding Material: d'-' A s Top 'Ply: Vim. h a l( Mod Pt� ���u. � Top Ply Fastener /Bonding Mater" 1: FLORIDA BUILDING CODE — BUILDING 15.33 Form AB-3 96 f - Pane .5 of 71 New 10/13/05 JAN 2 " � 1G j j MIAMI- DADE MIAMI -DJD ( %X71VTY A...._„ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (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) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation s has bee reviewed by the BCCO and accepted by the Building Code and Produ eview ommittee 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 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, including the High Velocity Hurricane Zone. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any Section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coun o ' o d by the expiration date may be displayed in advertising literature. If any portion of the N la , t shall be done in its entirety. f INSPECTION: A copy of this entire NOA shall be provided to the user by the man facturer or its' distri ` tors and shall be available for inspection;at the jebsite at Ike leQue„st bf the Building Of ci�l This NOA consists of pages I throu.W9.•.: • The submitted documentation was reviewed by Alex Tigera. ., . `• 0:6 ; • f�'": ' NOA No.: 06- .0526.10 • • : ; Expiration Date: 10/12/11 ` • • • • :. ; Approval Date: 10/12/06 • ` Page 1 of 9 ... • . . • ... ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL, and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building C ode doe n eo x eec a dsign pressure values oFtairied by calcu ations m compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete L = 17" TAS 112 Flat profile concrete roof tile equipped with Tile W =12 %" two nail holes. For adhesive set, direct deck Thickness =' /z" or battened nail -on applications. Bel Air Double L = 17" TAS 112 Flat profile concrete roof tile equipped with Eagle Concrete Tile W = 12 %" two nail holes. For adhesive set, direct deck Thickness = '' / z" or battened nail -on applications. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with slate finish Tile W = 12 '/" equipped with two nail holes. For adhesive Thickness ='h" set, direct deck or battened nail -on applications. Ponderosa Double L = 17" TAS 112 Flat profile concrete roof tile with shake finish Eagle Concrete Tile W = 12 '/" equipped with two nail holes. For adhesive Thickness = ' / z" set, direct deck or battened nail -on applications. Golden Eagle L = 17" TAS 112 Flat profile concrete roof the brushed finish Concrete Tile W = 12 '/" equipped with two nail holes. For adhesive Thickness =' /z" set, direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. • • . ... ... NOA No.: 06- 0526.10 Expiration Date: 10/12/11 ' • •• • : : . ;. ; ; Approval Date: 10/12/06 • • ' ' • Page 2 of 9 ... . . . . ... 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-00 1 -02-01 TAS 112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) e an ec no ogles —__ - -- __- -- Withal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7094 -(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7214 -(1, 5, & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7487 -2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7496 -(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 TAS 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Sep. 2006 .. • • • Gravity s• ••• •• • • . • , s • NOA No.: 06- 0526.10 • ` ' ; ; ; Expiration Date: 10/12/11 • • • • .. ; Approval Date: 10/12/06 • ` " Page 3 of 9 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope mis stated- otherwselrthetmderI -- 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (lbf) Length -1(ft) Width -w (ft) Bel Air, Bel Air Double 11.4 1.42 1.03 Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft Tile A (ft) A (ft ) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile .. ... .. • . %: o• ••• •� •• • : ••• • • •: • • 6 „• • • NOA No.: 06- 0526.10 • : • ; Expiration Date: 10/12/11 • • • • + : . ` ; • Approval Date: 10/12/06 ` • • Page 4 of 9 Table 3: Restoring Moments due to Gravity - M ft -lb Tile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 1 7':12" Bel Air, Bel Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Air Double Deck Deck Deck Deck Eagle, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19132" plywood) Bel Air, Bel 2 -10d Ring S hank Nails 30.9 38.1 17.2 Air Double 1 -10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2 -10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1 -10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip 2 -10d Smooth or Screw 31.9 31.9 1 - 32.2 Shank Nails Eave Cli 2 -10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 3" tile headlap and fasterners are located a min. of 2%" from head of tile. ! • • • • • • • • • • • . NOA No.: 06- 0526.10 •' ; ; ; Expiration Date: 10/12/11 • • • • ' i i i • ' • Approval Date: 10/12/06 Page 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Ea le Flat Tile 2 See manufactures component approval for installation re uirements. L Flexible Products Company TileBond Average weight per patty 13.9 grams. - folyfoarn Product, Inc. Average wei per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) -#er Single Patty Atthesive -Set systems -- Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Pol ProTm 118.9 Golden Eagle, Ponderosa Double Eagle Flat PolyProTm 40.4 Tile 4 Lame paddy placement of 45 grams of Pol Pro"'. 5 Medium paddy placement of 24 grams of Pol ProTm. Table 56: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Mortar Set 43.9 Golden Eagle, Ponderosa Double Eagle Flat Tile 6 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". � w EAGLE FL oRIDA BEL AIR, BEL AIR Douai,4E FACP&E, PprgDtR(W'A, GOLDEN EAGLE, PONDEROSA DO UBLE EAGLE;�ONC .E'EtIZS4UE SUMTERVILLE PLANT • • • • f >FO0ATED OPQ UNMRSIDE OF TILE) i • . • • . • • • .. . NOA No.: 06- 0526.10 • ' ' ' • Expiration Date: 10/12111 • • • . • • • � • .. Approval Date: 10/12/06 • ' Page 6 of 9 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 6. BUILDING PERMIT REQUIREMENTS 61 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS it t BEL AIR Pry 21 .. ...�. .. ... .. . . . .. • . • • ... ... NOA No.: 06- 0526.10 . . . , • . Expiration bate: 10!12/11 • ' Approval Date: 10/12/06 .. .. .... ... . • ' Page 7 of 9 . . . . . . . . . . BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE a � • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 9 1 b' w, GOLDEN EAGLE END OF THIS ACCEPTANCE . .. . . . . ... . • ... ... ... NOA No.: 06- 0526.10 . • Expiration Date: 10/12/11 .. . . .. 0 Approval Date: 10/12/06 Page 9 of 9 . . . . . . . . . . . . ...... . .... . ... . . . ... . . ! 1, JAN 2 0 Z010 U� By ..................... MIAMI DAB MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (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) Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use 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. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is 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.01- 0521.02 and consists of pages 1 through 7 et a The submitted documentation was reviewed by J rge L. Acebo. • ••� ••• ••• VOL No.:06 -0 1.02 • • 0 Expiration Date: 05/10/11 Approval Date: 04/13/06 • • • • • • • • •• • • • • Page 1 of 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: Pro Test Results Density ASTM D 1622 1.61bs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . .. ... . . . . . . . . .. . . . . ... . .. ... .. . . . .. NOA No.: 06- 0201.02 • Expiration Date: 05 /10 /11 ='= Approval Date: 04113106 . . .. . . . . .. . . • Page 2 of 7 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied ied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. -F1 W NOA No.: 06- 0201.02 • • • • ... . • . Expiration Date: 05110111 • • , . . • • • Approval Date: 04/13/06 . . . . . . . • . • . • • •• • • • • •• • • Page 3of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: L Polyprog AH160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polyprog AH160. 2. Polyprog A14160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyprog AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprog AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and Iicensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack* 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyprog AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams} Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polyprog AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system... ... .. 00 see 00 0 0 0 we . ......... . NOA No.: 06- 0201.02 • • • • : • 000 • • : 0:0 • • • Expiration Date: 05/10/11 n - . - . • • Approval Date: 04/13/06 . . . . . . . . . . . • • •• • • • • •• • • Page 4of7 . . . ... . .. .. . . . • • .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tice) Nail through plastic cement Paddy (Beneath TOe) Umleriayment U�layment 1 in 101n. 2 n Ease Course Fascia Em Course Fascia Vfeeph le Eave course only: Ent course only: EM closure Ewe Closure Keep adlarae approx. Keep adhesive aupmL Drip edge 4 in. up from weepholes 4 in. up From weephoMs Nail throw plesfic cement Paddy (Beneath Toe) 1) Place enough adhesive to achieve 1 T to 23 01111011111 205 a for Undeftyment square inches in contact with the pan file steep pkh applications Nail through plastic cement 4 Turn covers upebe down. Piece adhesive 112 In. outside 1 in. From outs edge of cover file. 1 Then install the tile, o Undertayment 10 in. v 2 in. Ewe Cause // e Eave Closure Eave souse only: bPod ion Keep adhesive als 4 M. up Fascia from weepholes of flue eave / 9 cause cover tih. Abut to second souse of Optional � am E cover files; end of files we Point" mortar Rush at eave One. ofih fi on gnal fib edges Eave closure weep hole Fascia B (mortar shown) • . • . • • • • • • NOA No.: 06- 0201.02 • • Expiration Date: 05 110 111 + • • • Approval Date: 04/13/06 • + 0 • Page 5 of 7 .... ....... . . . . . . . . . . . ... . . . ... . . ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (beneath Tile) Nall through plastic cement Paddy (beneath TNe) Underlayment I Underlayment 1 ° 7 in. � 2 in. 2 in. ° Eave Course ° Fascia Fascia weepirote Eaw Course Save closure Eave Cosure Drip edge Nail through plastic cement paddy ( beaeath Tk) UrArlayment s 7 in. in. Eave Closure Eave Course Fascia +• +.• •• t ♦ • i. ♦ . , „ • + ♦ 0 • ♦ NOA No.: 06- 0201.02 r Expiration Date: 05/10/11 '`" ' ♦ • • • Approval Date: 04/13/06 • • • + Page 6 of 7 +.+ • a • 000 • 0 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement paddy Nail through plastic cement Single paddy under file (between tie) • Underlayment Single paddy between tale Paddy 2 in. x 7 in. medium {under tile) sae paddy eave ° course only Single paddy I x 3 in. under ta \ �h he n. x 3 in. Single paddy on 2 in. 4 in. Single 4 in ' /� in. under- paddy on •ems layment under- ,,,�y layment (' Single paddy Fascia Eave course on top of tile Weeplroie Single onto the 2 in. X 7 in. medium Ea" se E closure p size paddy eave Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between the J� 3 in. x 3 in. 4 in. ° Single paddy on underiayment 2 ink Single paddy Eave Closure on top of the 2 in. x 7 in. medium Eave C�rsa size paddy eave course only Fascia .'EM" MY'MS ACCEPTANCE NOA No.: 06- 0201.02 • •. • • •. • •. • • Expiration Date 05/10/11 ; .' ; ; : Approval Date: 04/13/06 0 i• i i i• i• i i Page 7 of 7 O r 0 : 0 • • • • • • • • • • • •• •• • • • •• •• t JAN 2 7 2010 �1 BY e e a...sa.rsw.wpss®.rr MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEP O A CertainTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use 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. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: CertainTeed Modified Bitumen Roofing 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is 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 revises NOA No. 08- 0227.09 and consists of pages 1 through 38. The submitted documentation was reviewed by Jorge L. Acebo. ` NOA No.: 08- 0410.09 MIAMMMEC4UNTY Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 1 of 38 ROOFING ASSEMBLY APPROVAL Catezory: Roofing Sub- Category: APP /SBS Modified Bitumen Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 36" x 65'10"; ASTM D 4601 Asphalt coated, fiberglass Sheet Roll weight: 86 lbs. Type I1 reinforced base sheet. (2 squares) UL Type 15 Flex- I- G1asTM Base Sheet 36" x 98'9 "; Roll UL Type G2 Modified Bitumen coated weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (3 squares) type II Flex- I- G1asTm FR Base 393/8,, x 50; Roll UL Type G2 Modified Bitumen coated Sheet weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (1.5 squares) type 11 Flintglas® Ply Sheet Type 36" x 1647"; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply IV or VI weight: 40/55 lbs. Type IV or VI sheet. (5 squares) UL Type GI Flintlastic STA 39 3 /8" x 33'; Roll ASTM D 6222, Smooth surfaced APP Modified STA Plus 5.0 weight: 90 lbs. Grade S, Type 11 Bitumen membrane with non- (1 square) woven polyester mat reinforcement for torch application. Flintlastic GTA, GTA -FR 393/,S,, x 33'3"; Roll ASTM D 6222, Granule surfaced APP Modified or Flintlastic Diamond GTA weight: 105 lbs. Grade G, Type 11 Bitumen membrane with non- (I square) woven polyester mat reinforcement for torch application. Flintlastic GTS 39 x 24'9 "; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 92 lbs. Grade G, Type II Bitumen membrane with non - ( square) woven polyester mat reinforcement for torch application. Flintlastic GMS, 39 x 34'2"; Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 100 1105 lbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for mop application. Flintlastic FR, 39 x 34'2"; Roll ASTM D 6164, Fire resistant, granule surfaced FR -P Premium weight: 105 lbs. Grade G, Type I SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3 /8" x 34' 2 "; Roll ASTM D 6163, Fire resistant, granule surfaced weight: 90 lbs. Grade G, Type I SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. NOA No.: 08- 0410.09 � M - Expiration Date: 06 /19/13 � , , PR OVED, Approval Date: 11/20/08 Page 2 of 38 Flintlastic FR Cap T 39 -3/8" x 34'2"; Roll ASTM D6163 Granule surfaced SBS Modified weight: 81lbs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic FR Base T 39 -3/8" x 33'; Roll ASTM D6163 Modified Bitumen, coated Weight: 81lbs. fiberglass base sheet for torch (1.0 squares) application. Flintlastic FR Cap CoolStar 39 �/ " ; Koll Aa 1 163 Fire resistant, granule surfaced weight: 90 lbs. 1 13S Modified Bitumen membrane (1 square) wits, - - ' , °ralass mat reinforcement for mop armicatnons. V__ °red with reflect... CoolStar Coatip­. Flintlastic FR Cap T 39 3 /$" x 34'2"; Roll ASTM D 6163 Fire resistant, granule surfaceL CoolStar weight: 90 lbs. SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective Coo] Star Coating. Flintlastic GTA, GTA -FR 39 3 / 8 " x 33'3"; Roll ASTM D 6222 Granule surfaced, APP Modified CoolStar or Flintlastic weight: 105 lbs. Bitumen membrane with non- Diamond GTA CoolStar (1 square) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GTS CoolStar 39 3 /8" x 24'9'; Roll ASTM D 6164 Granule surfaced, SBS Modified weight: 92 lbs. Bitumen membrane with non - (% square) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS /GMS 393/8,, x 34'2"; Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 100 /105 lbs. Bitumen membrane with non - (1 square) woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR- P/FR -P 39 3 / x 34'2"; Roll ASTM D 6164 Fire resistant, granule surfaced Premium CoolStar weight: 105 lbs. SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Flexiglas Premium Cap 960 36" x 34'6" ASTM D 6163, Granule surfaced SBS Modified CoolStar (1 square) Grade G, Type I Bitumen membrane with fiberglass mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flexiglas Premium Cap 960 36" x 34'6" ASTM D 6163, Granule surfaced. SBS Modified (1 square) Grade G, Type I Bitumen membrane with fiberglass mat reinforcement for mop applications. NOA No.: 08- 0410.09 Expiration Date: 06 /19/13 MIAMI UADE CouMTY Approval Date: 11/20108 ` Page 3 of 38 Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S, Type I Bitumen Membrane with non- woven polyester mat reinforcement for mop applications. G1asBaseTM Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated, fiberglass base weight: 69 lbs. UL Type G2 sheet. (3 squares) PolySMS Base Sheet 393/8,, x 64'4"; Roll ASTM D 6164 Modified Bitumen coated polyester weight: 90 lbs. base sheet. (2 squares) Yosemite® Buffer Base 36" x 32'l 0 "; Roll ASTM D 3909 Mineral Surfaced fiberglass Sheet weight: 90 lbs. ASTM D 4897 reinforced buffer sheet. (1 square) UL Type 30 Black DiamondTM Base 36" x 687"; Roll ASTM D 1970 Self- adhering fiberglass reinforced Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) FlintglasO Mineral 36" X 32'10 "; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built -up roof membranes. Flintglas® Mineral 36" X 32'l 0'; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap CoolStar Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built -up roof membranes. Covered with reflective CoolStar Coating. NOA No.: 08- 0410.09 Expiration Date: 06 /19/13 Miar�►aE courtrr A roval Date: 11120/08 ��r • • P • O � PP Page 4 of 38 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) F1intBoard ISO Polyisocyanurate foam insulation CertainTeed ACFoam II Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck, Dens Deck Prime Water resistant gypsum board G -P Gypsum Corp. H- Shield Polyisocyanurate foam insulation Hunter Panels ENRGY -3, UltraGard Gold, PSI -25 Polyisocyanurate foam insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville Multi -Max, FA Polyisocyanurate foam insulation RMax, Inc. .APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. #12 & #14 Dekfast Insulation fastener SFS Intec Fastener 2. Dekfast Hex Plate Galvalume AZ50 steel plate 2 '/8" x 3 ' /4 " SFS Intec 3. Olympic Fastener # 12 Insulation fastener OMG &#14 4. Olympic Standard 3" round galvalume AZ50 3" round OMG steel plate 5. Insul -Fixx Fastener Insulation fastener for steel SFS Intec and wood. decks 6. Insul-Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Intec 7. Tru -Fast Fasteners Insulation fastener for wood The Tru -Fast Corp. and steel decks 8. Tru -Fast MP -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 9. Tru -Fast Plates Galvalume AZ55 steel plate 3" round The Tru - Fast Corp. 10. Tru-Fast Plates Polyethylene plastic plate 3" round The Tru -Fast Corp. NOA No.: 08- 0410.09 Expiration Date: 06/19/13 Mwr�a°r°`°; co�tn Approval Date: 11/20/08 Page 5 of 38 EVIDENCE SUBMITTED: Test AEency Name Report Date Applied Research Laboratories Physical Properties 28013 06/02/87 Factory Mutual Research Corporation Current Insulation FMRC 1994 01/01/95 Fastening Requirements TAS 114 /(FMRC 4470) J.I. #3Y8Al.AM 03/23/96 Underwriters Laboratories, Inc. UL 790 R11656 07/13/87 United States Testing Company, ASTM D 5147 97457 -4 06/03/88 Momentum Technologies, Inc. ASTM D 4601 AX31G81) 09/05/08 ASTM D 3909/ D 4897 AX31G8C 09/05/08 TrinitylERD TAS 114 (J) #3507.08.99 -1 04/18/01 TAS 114 (J) #3514.02LAB 11/11/02 TAS 114 (J)/TAS 117 (B) #3515.07.03 07/22/03 TAS 117 (B) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07 -R1 06/27/07 TAS 114 (H) Letter 04/05/06 FM 4470, TAS 114 3533.01.06 01/06/06 FM 4470, TAS 114 3521.07.04 07/29/04 TAS 117 (B) C8500SC.11.07 11/30/07 ASTM Requirements C10080.09.08 09/04/08 NOA No.: 08- 0410.09 Expiration Date: 06 /19/13 MIAMI�ADH E�,' Approval Date: 11/20/08 Page 6 of 38 Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Non - Insulated Deck Description 19 /32" or greater plywood or wood plank System Type E(4): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -1 Glas Base, Flex -1 Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960 or Ultra Poly SMS, Flintglas Mineral Surface Cap Sheet, Flintglas Mineral Surface Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/ gal. /sq. Maximum Design Pressure: -52.5 psf (See General Limitation #7) NOA No.: 08- 0410.09 Expiration Date: 06/19/13 pp � t Aroval Date: 11/20/08 � ���� Page 33 of 38 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non - Insulated Deck Description: Minimum 19 /32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type E(5): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather /Empire Base Sheet, G1asBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: (Optional ) One ply of All Weather /Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic STA torch adhered. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA CoolStar, Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR or GTA -FR CoolStar torch adhered to base /ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) NOA No.: 08- 0410.09 Expiration Date: 06/19/13 ___t Awoeeo_ Approval Date: 11/20/08 Page 34 of 38 Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non - Insulated Deck Description: Minimum 19 /32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type E(6): Base sheet mechanically fastened. All General and System Limitations apply. - Base Sheet: One ply of All Weather /Empire Base Sheet, G1asBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -1 Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960 or Ultra Poly SMS, Flintglas Mineral Surface Cap Sheet, Flintglas Mineral Surface Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, F1intCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/� gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) NOA No.: 08-0410.09 Expiration Date: 06/19/13 MIAM1►DE COUNTY Approval Date: 11/20/08 Page 35 of 38 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non - insulated Deck Description: Minimum 19 /32" thick plywood attached using wood screws spaced 6 "o.c. at wood joists spaced maximum 24" o.c. System Type E(7): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or All Weather / Empire Base Sheet mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9 "o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, GlasBase, Flex -I- GlasBase, Flex- I -Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic STA torch adhered. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic Diamond GTA CoolStar, Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR CoolStar or GTA - FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- lb. /sq, slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/2 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) NOA No.: 08- 0410.09 Expiration Date: 06/19/13 MIAM4DADE COUNTY Approval Date: 11/20/08 PPROVED Page 36 of 38 Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non - insulated Deck Description: Minimum 19 /32" thick plywood attached using wood screws spaced 6 "o.c. at wood joists spaced maximum 24" o.c. System Type E(8): Base sheet mechanically fastened. All General and System Limitations apply. - - Base Sheet: One ply of GlasBase, Flex -I Glas Base, Flex-] Glas FR Base or All Weather /Empire Base Sheet mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, GlasBase, Flex- I- GlasBase, Flex- I -Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960 or Ultra Poly SMS, Flintglas Mineral Surface Cap Sheet, Flintglas Mineral Surface Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- ]b. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150 or APOC 212 Fibrated Aluminum at an application rate of 1.5 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) NOA No.: 08- 0410.09 MAM COUNTY101 Expiration Date: 06/19/13 • Approval Date: 11/20/08 Page 37 of 38 L WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 4' 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 side lap 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 IV., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. 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 Professional Engineer, Registered 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 117. 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 l 17. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed 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). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08- 0410.09 M4►M E COUNTY Expiration Date: 06/19/13 JAPPROVEDI Approval Date: 11/20/08 Page 38 of 38 ROOFING APPLICATION STANDARD (RAS) No. 128 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF 1. Scope 3. Applicability 1.1 This roofing application standard has 3.1 This application standard applies to: been developed to provide a responsive a. exposure C category buildings; and method of complying with the require- b, building heights of less than or ments of Chapters 15 & 16 (High- Veloc- equal to 40 feet; and ,ity Hurricane Zones) of the Florida C. roof incline (pitch) is not greater Building Code, Building. Compliance than'/, in.: 12 in. with the requirements and procedures - herein specified, where the pressures (P) 3.2 Using Table 1 below, determine the mini - have been determined based on Table mum design pressure for each respective R128 -1 of this standard, do not require roof area, which corresponds to the appli- additional signed and sealed engineering cable roof height range. design calculations. All other calculations must be prepared, signed and sealed by a professional engineer or registered archi- 3.3 Referencing the selected Roof Assembly tect. Product Approval, check that the listed maximum allowable design pressure for 2. Definitions the particular approved system meets or exceeds those listed in Table 1 above. 2.1 For definitions of terms used in this appli- cation standard, refer to ASTM D 1079 and the Florida Building Code, Building. TABLE 1 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD (P(1), PERIMETER (P(2) AND CORNER (P(3) AREAS OF ROOFS FOR E V BUILDINGS h ei g ht .._( l ow _) () e(2) (Perimeter) � P(3) (Corners) ei Roof mean P1 Field P (be -- -- - = 49.2 8 2.6 . i 1 24.3 51.4 - E6. - 1.29 30 53.6 -89 - '135.3 C -- — - - __.. —.. _ - -- 35 55.2 - 92.7 -1 40 56.9 95.4 -143.6 Calculated in accordance with ASCE 7. 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 128.1