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RF-09-1019 Miami Shores Village s,fft�fE)01 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 x CtiR1� t., s f W 01 - Expiration: l 1 009 Project Address Parcel Number Applicant 430 GRAND CONCOURSE 1132060170060 Miami Shores, FL Block: Lot. MANUEL ALVAREZ Owner Information Address Phone Cell MANUEL ALVAREZ 430 GRAND CONCOURSE MIAMI SHORES FL 33138 -2463 Contractor(s) Phone Cell Phone Valuation: $ 34, 000.00 OBENOUR ROOFING SHEET METAL 1305-757-2512 Total Sq Feet: 3574 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT & TILE ROOF (306)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lit Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $20.40 RF -6-09 -35128 $ 369.32 $ 319.32 Education Surcharge $8.80 AAW Permit Fee - New Roof $325.00 RF -6-09 -35128 $ 369.32 $ 369.32 $ 0.00 Scanning Fee $9.00 Check #: 4758 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $8.12 Total: $369.32 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 stria 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 June 19, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 19, 2009 �_ '- 1 . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I ISIS P- 117155 Permit Number: RF -6 -09 -1019 Scheduled Inspection Date: July 21, 2009 Permit Type: Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: ALVAREZ, MANUEL Work Classification: Tile Job Address: 430 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 113206017006 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL $ SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments INSTALL SANTA FE CLAY S TILE ROOF AND GAF 4 PLY. MODIFIER OVER 2" ISOCYHURATE INSULATION Inspector Comments Passed 0z a v Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. .iiii" , 7n 7nno For Inspections please call: (305)762 -4949 p,no 1 R of An � s XWai SAM"fid 10050 NE 2^d Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305.75 638972 www.miamishoresvillage.com 2E: Permit # R O ki 00 1 D 19 DATE: L INSPECTION AFFIDAVIT ` J A M e-3 `) Ob Oa Oo r licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector - icense #: - C } Dn or about D , I did personally inspe a roof deck nailing a 'd /or 9 (Date & time) Jen secondary water barrier work at � �� n 'tyi e ur4 (Complete Job Site Address) 3ased upon that examination I have determined the installation was done according to the Hurricane \litigation Retrofit Manual (Based on 553.844 F.S) Signature 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. y Sworn to and subscribed before me this G day of 1 . l�A 3'A�YPi�B1< VATS Of �nA La rge L Catherine A. D Notary P ublic, Sate of Florida a t ,m /DH8S11fy11 a� ftkes: MAR. 07, 2013 . �raave�e�scao�tesa„o�a, 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each . nspection FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fag: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINE & `TESTING LAS Miami Dade Lab Cerd "cation # 07- 0612.11- State of Florida CA # 27273 MWG -ff WATtt - CYTEGR U0N SITE S PECIFIC INFORMATI N2 1235 IA f Job Address: 43P 4>u-m p cc tq ceaRs-!ff, :9 ® P wner's Name: 4 c-v-4 Z Contractor: 12 9 Z- -Permit AE O!LL ( Install Date: '4 Type of Tile: 5 1 5 '® i Approx. Height lZ Floor: l Type of Access: Scaffolds: Ladder: ✓ Slope: 112 Test date App. Sq.Ft. Req. Force: 53 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS. F = FAIL Test 1tplTdC Test Uplt lfill Tit plift Test IJplift Locatio Tit (P or F) Tit (P or Location Test (P or � Tf { or k� L tlen T e (rte 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 1 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSENBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. R y Submitted By: - Z T-7., -0 Vinayagar M. Balakrishnan V, P E. State of Florida Lic # 63107 offim w ~* �. ' Notm Lketch of (fj T��) Mm a REP w ~* �. ' Notm Lketch of (fj T��) • • - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 1 P e r mi t Number: RF -6 -09 -1019 Scheduled Inspection Date: July 06, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tin Cap Owner: ALVAREZ, MANUEL Work Classification: Tile Job Address: 430 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 113206017006 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments INSTALL SANTA FE CLAY S TILE ROOF AND GAF 4 Infraction Passed Comments PLY. MODIFIER OVER 2" ISOCYHURATE INSULATION TIN CAP SPACEING False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i . a .. n , , f1f1O For Inspections please call: (305)762 -4949 0...... , .. , G Miami Shores Village Building Department JUN 17 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138` Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ` - -j -1 q PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical joofing Owner's Name (Fee Simple Titleholder) -4 Phone # 3 1 f7 3 9 Ownerr 's �s Address ( 3 0 lr4 ',0 CoycoaXr City / Ptox State ,CC Zip 3 3J3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 930 G 4AA (2OA✓ 64dXX F City Miami Shores Village County Miami -Dade Zip 3313 P' FOLIO / PARCEL # A G 0/ Od' G 6 Is Building Historically Designated YES NO Contractor's Company Name _ 0,6 , A, rP �a Gl N� Phone # 305 j j j Contractor's Address �?7 S r City A , *)v ( S eo it QJ _ State oet - Zip 33 / 3 Qualifier Name Aoe f ®6f d,0 Phone # 3W 7j'7—.j-(. State'Oertificate or Registration No. Ce e d l 0 Certificate Off Competency No, 'O a OoQ 41 4Ci- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ OU Square / Linear Footage Of Work: Type 6ll> +.i S. t' Alt i? nl #TWI ❑Alteration New p-�4 e ; ..,4p �ac E] Demolition rUll C Desc wm l ac' 5. le rf- rope C l/ICy S t l � �fZ o� / � / f 11 d Submittal Fee $ Permit Fee $ CCF $ Q0 — 1MM Notary $ Training/Education Fee $ Technology Fee $ a• 10t Scanning $ Radon $ DPBR $ Zoning $ Bond$ Code Enforcement$ Double Fee $ Structural Review. $ Total Fee Now Due $ )9 . 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 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, hich occurs seven (7) days after the Pudding permit is issued. In the absence of such posted notice, the in ection will not be pproved and a re' ection fee will be ged. in L Signature Owner or Agent d V Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of,,�_, 20(�, by AtoMyr — day 20Q, by cra#w5& Q. ChWXcft' who is personally known to me or who has produced who is personally known 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: �� x�c c }�� IM SCSI= Of Ina= Sign: •"..� Sandra D. Hart NO= C STATh �' Print: Print: My Commission Expires:,,,, r° Expires: APR. 0.2013 My Commission Expir � #D soxne?.a rxxo Acv tMC B0"WC ca. W- $vitas: AM 02, 3!113 * ** * ** * ** * * * ** * ** ** * * * * ** ** * * ** * * * * ** * * * * ** * *tom* ** M *�* APPLICATION APPROVED BY: �� 6710 CD Plans Examiner Engineer Zoning (Revised 02/08/06) U�K NOTIC OF COMMENCEMENT U�U x RECORDED COPY MUST BE POSTED um THE JOB SITE AT TIME npFIRST INSPECTIO CFN 2009RC 131 DR Bk 26902 Py 4690; (1p9) PERMIT NO. FOLIO NO. RECORDED 06/15/2009 15:23:33 HARVEY RUVIN, CLERK OF COURT STATE OFFLORIDA: MIAMI-DADE COUNTY, FLORIDA COUNTY OFM|AMFDADE: LAST PAGE THE UNDERSIGNED hereby givesnotice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information |u provided in this Notice oYCommencement. 1. Legal description of property �r street/address: (!Wdrr 2. Descri 17 Of improvement: 0 5 ttwz -k &i&b_4A |ntereainpmpndy Name and address of fee simple titleholder: 4. Contractor's name and address: n. Su (Payment bo requi uv owner f co vany) Name and address Amount ufbond G. Lender's name and address: --~- 7. Persons within the state of Florida designated by Owner upon whom notices cv other documents may be served as provided bySection 713.13(1)(a)7.. Florida Statutes, Name and address: _ 8. In addition to himself, Owners designates the following person(s) to nmoiva a copy of the Uenor's Notice as provided in Section 718.13(1)(b). Florida Statutes. Name and address: 9. i of Commencement: (the expiration date is 1 year from the date of recording unless a differ/entd e is s if Si ureofb'6e� Print Owner's Name 9al(AW d)qvnt, Prepared b;Sa1k Sworn to and subscribed before me this -A— day of JLL&k 20Cft. Print Notary's Name My commission expires: 12.t2ff 123,01-52 PAGE4 10/04 commissiof, VD86, STATE OF FLORIDA, COUNTY OF DADE W7iW17 AMANTic 1 HEOEBY CER77FY mat this is a true c of the OfQftfillftdin this office on day of JukiE AD 20 ' JUN 17 2069 ......-- _ __ High Velocity Hurricane Zone Uniform Roofing Permit Application Form - MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 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, B, C ,3, ,7 Prescriptive BUR RAS 150 A, B,C c Asphaltic Shingles A, B, D Concrete or Clay Tile A. B, D, E 4, ,7 Metal Roofs A, B, D , 1 3,4, , ,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page s'' r 1 T "ff ' 2. From the Miami -Dade County Notice of Acceptance Micjrni Shore W ► NOA Cover Sheet APPROVE=D BY DA ► NOA Specific System Description ZON DEP ► NOA Specific System Limitations BLD +a DEPT - ► NOA General Limitations 0AI ► Applicable Detail Drawings SUBJECT TO COMPLIANCE WITH AL1. FEDER,aL STATE FIND COUNTY RULES AND REGULATl; idS 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. , Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Pagel file: / /C:\ Documents %20and %20Settings \jshycko \Desktop \jaime \bldg \roofing permiting \in'.,, 5/13/2003 Owner's Notification Form MI Delivering Excellence Every pay" ' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the. agreement between the own `d the contractor. The owner's initial in the adjacent box indicates that the iten> 4p been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisi s. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be ssed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be nailedAn accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida ps(i Code. (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 . townhous es, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. F�?12 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may c se 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 life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo fing' system is removed. Ponding conditions should be corrected. 7T 9 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ove w scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi a Florida Building Code, Plumbing. 7. Ventil on.- Most roof structures should have some ability to vent natural airflow through the interior f e str uctural assem* * (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficfift to consider additional venting which can result in e ending the service life of the roof. Owner's /Agent's Signature: Date: r / a 5 I Contractor's Sign atur . �' +�`` uL Permit Number: Property Address: i file: / / /C D ocuments % % / sky /Desktop /SECTION_l524[I].htm9 /27/2007 5:46:06 AM Section A MIQ Miami -Dade County Building Department Electronic Application ' High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: ®�77'.72 Job Address: 3D �'� � Cl"&_647-f'.f ,�,/ Roof Category E IJ .., Low Slope ❑ Mechanically Fastened Tile M ortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Sprayed Polyurethane Foam ❑ Other: ,...,/ Roof Type 11 9 New Roof Re- Roofing ❑ Recovering 11 Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 2 No if yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft. Steep Sloped area (ft.z) '3i7 _ _ ; Total (ft. "71 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): ® Corner Size (a' x a'): 2 � 3 )-3 4 o ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low S ggAppiication) Surfacing: 4 �✓c/ Fill in specific roof assembly components 5 ff ^1�L'aS S and Identify manufacturer Fastener Spactbg for Anchor /Base Sheet Attachment: (If a component is not used, identify as "NA ") Field: G " oc @ Lap, # Rows a @ 4 " oc System Manufacturer: 0,4F" , Perimeter: " oc 0 Lap, # Rows 3 @ �" " oc Product Approval No.: � 7 %,,2 c � , � / Corner: � "oc @ Lap, #Rows � �'' " oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1• - Number of Fastener Per Insulation Board: Pmax2: 3 Pmax3: /Q- Max. Design Pressure, from the specific Product Field Perimeter Corner Approval system: S° Illustrate Components Noted and Details as Applicable: Deck. Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Tye '" Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Gaug&Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of Piy(s): d- f A ge AnchorBase Sh Fqstener1B pndi g Material: Insulation Base Layer: T� y js �ca�tr✓�� - r A Base Insulation Size and Thickness: _ A l?- , y — v� FT. Base Insulation Fa t ngrBq tding Material: 4 �e Parapet et E� r �/!�5.� Aa �L f" d'� p H eight Xr /�O Fic' dle�l Top Insulation Layer: ,) r • � 9 "�rrf �� yqA � „tl Top Insulation Size and Thickness: Top Insulation Fast e ' rBonding Material: f; or— ° Mean Base Sheet(s) & No. of Ply(s): �,�ts i �'� / /JIFIV Zx �d a4e oi�s�E� d o c Height Base Shi�)eet Fasten rBonding Material: Pty Sheet(s) & No. of Ply(s): /�B Ply Sheet Fa ` t h en ndi M eriai: �!! Top Ply: Top Ply FastenerB ng Ma ri I• FLORIDA BUILDING CODE — BUILDING 15.33 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 Man tur�r Notice of Acceptapce Number: as_- }- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: 1: 1 7 1 17.. -3 P3. Lg; '7 Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description \Deck Type __ i \, Type Underlayment: ' Roof i�ST�I r- of lope: 12 Insulation: Fire Barrier: _ { Ridge Ve tilation? �� Fastener Type & Sp acing: \ Adhesive Type: \ Type Cap Sheet: Mean .9of Height: If Roof Covering: / � Type & Size Drip Edge: I 15 FLORIDA BUILDING CODE — BUILDING ' 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 1 or 2. Compare the values for M with the values from M f. If the M f values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (Pt: � x X #;M ✓ � Mg: 3' ° == Mrl / J3 Product Approval Mf (J� (p!: � x x d fl ) Mg• A, �' = Mr2t = -q� Product Approval Mf (p t /�� r � L ..1 GJ 7 � � - Mg: = M t � �' I Product Approval M Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M f M required Moment Resistance* Mean Roof Height -> 25' 30' 40' Roof Slope 15' 20' 2:12 34.4 36.5 38.2 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 31.6 32.8 3 6:12 26.4 28.0 29.4 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 the systems endorsed by the Broward County Board of Rules and Appeals. �l For Uplift based tile systems use Method 3. Compared the values for F' with the values 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 Tile Calculations Per RAS 127" (Pt: x L = x w: _ ) - W: x cos B _ =Fr] Product Approval F (p2: x L = x w: = ) - W x cos B _= F,2- Product Approval V (Pg: x L = X W,; = ) _ W x cos B = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to M Product Approval Gravity Y Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment F product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. 15.35 FLORIDA BUILDING CODE - BUILDING MM IDA 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 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375 -2908 _ Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 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 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: Santafe Spanish IS' Clay Roof Tile 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 revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02101/11 Approval Date: 02102106 Page 1 of 5 ROOFING A SSEMBLY APPROVAL Caft2rv: Roofing S° b-Ca orv: 07320 Roofing Tiles Mate rial: Clay DIc Wood 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the Pressure requirements, as determined by applicable Building Code does not exceed the design Pressure values obtained by calculations in 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 l�ufactu_r� by Test bcan umensio S Product Lecifiications Description Santafd `S' Clay N/A TAS 112 One piece high profile clay roof file equipped Roof Tile with two nail holes. For nail -on, mortar set and adhesive set 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 M anufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test — A — gev' Test IdentWer Test NauielReWrt D` The Center for Applied Engineering, Inc. 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc. 25- 7205 -1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07- 07 -00 -91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161 -03 TAS 108 Dec. 1991 Appendix II (Nail -On) Redland Technologies 7161 -03 Static Uplift Testing Dee. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails um ° NOA No.: 05- 0921A2 Expiration Date: 02/01/11 Approval Date. QZV2/06 Page 2 of 5 Test Agtnc Agency Test Ide Test NameJReoort Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFFC- 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 IBA Consultants, Inc. 2353 -71 09/22/03 IBA Consultants, Inc. TAS 101 09/22/03 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance, 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 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 underlayment 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 unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' 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 (I x w ) Tile Profile Weight -W Qbf) Length -i (ft) Width -w (ft) [Santafe `S' 6.7 1.5 0.958 Table 2: Aerod amic Multi t are Tile X (fts) X (ft) Profile Batten A lication Direct Deck Santafe 'S' 0.274 0.297 ° f NOA No.: 05- 0921.02 Expiration Date: 02101/11 Approval Date: 02AW06 Page 3 of 5 Table 3: Restoring Moments due to Gravt - M ft-lb Tile 2":12" 3":12u 4 .12 5 .12 6u:12" 7":12" or Profile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Batten Direct Deck Deck Deck Deck Deck Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -ibf) for Nail -On Systems Tile Profile FasteUScrews Type Dlrect Deck Battens [Santafe,s, 2 -10d Kin ails 21.8 N/A One 29.16 N/A Two 38,28 N/A One #8 li 57,31 N/A Two #$ Sli 1. 57.60 61.77 roved screws as noted 'Product man others'. Ea.-m- able 5: Attachment Resistance Expressed as a Moment Mt (ft -ibf) for Two Pa Adhesive Set S stems Tile Tile Application Minimum Attachment Profile esistance a Tile Bond Pol oam Polypro AH 160Tm 28.5 2 See manufactures eo nent a roval for Installation uirements. 3 Flexible Product Inc. Avera wei ht Wr PaUY 10.4 grams. 4 Poh barn Product Inc. Average weight r 9.4 rams. j Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Sihesive Set S stems ini ile Application Mmum Attachment EEEinrn Resistance Santafe ` Pol m AH 160TM Pol 5 Padd acement of 63 rams of Pol roAH 160TMm Po ro AH 160TM ti1.9 6 Paddy lacement of 24 crams of Po ro AH 180TM. Table 6: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Mortar or Adhesive Set S stems Tile Tile Attachment Profile Application Resistance Santafe'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ° NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02102 06 Page 4 of 5 6. BUILDING PERMIT REQUIREMENTS 6.1 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 DRAWING L "'SANTAFiv S" CLAY ROOF TILE END OF THIS ACCEPTANCE y NOA No.: 05. 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 M I A M a MIAMI -DADE COUNTY. FLORIDA - METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 16o3 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. — P.O. Box 1404 Joplin, MO 64802 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: TAMKO Modified Bitumen Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miammi -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 renews NOA #04 -0506.03 and consists of pages 1 through 19. The submitted documentation was reviewed by Alex Tigera. 0 NOA No.: 07 -0111.03 Expiration Date: 05t=2 Approval Date: 0/100 Page 1 of 19 Membrane Type; SBS Deck Type 1. Wood, Non - insulated Deck DlSCClptlOn; 19 '32 .1 O greater plywood or wood plank System Type: Tile Underla went Base Sheet eet mechanically attached. All General and System Limitations Shall apply, Anchor sheet.. Tamko No, 30 UL, Bases base TYPe 43 Coated Base, Base I sheet applied with a minim -N ide lap an P y® ' Vapor- ChanT�, or Versa - Base sheet may be applied at a right angl n e to the slope d a nunimum 6 "end tap. approved annular ri s 8 ) of the deck with p> and two 12 „ o.c. s 2” side la nails and tin caps at a fastener spacing of 6" o.c. at the Fly Sheet; (OPu and rows alo the center of the sheet. onal) One or more plies Tam -pl Anu adhered in a full mo Y or Tam -Glass Premium sheet a rate of 20-40 lbs. / gpm8 of approved asphalt applied within the EVT range and at cap Sheet: One ply Awa !an pre Surface or Tamko AS��lu' Awaplan 170TH Awaflex, Tamko ASTM Slate angle 90° TM Tile Underlaytncnt. Cap sheet m g ( ) to the slope of the deck+ adhered in a y be applied at a right applied within the EVT r t an at a raw mopping of approved asphalt back nailed to deck with ap e d te of 20-40 lbs. /sq. Cap sheet shall be maximum 12" o.c. at the s de laps and 6 o.c. le at the dlap No nails o t a tin caps shall be exposed. r tun caps *Cap Sheet way also be installed membrane or cap sheet is Strap to the slope °d p the roof (i.e. strapping). If strapped. peed, then anchor sheet and ply sheet must also be Maldmwn Design PnSsnre: Refer to Tile Manufacturer's NOA. Maxtmtun Slope; Must Comply with Roofitt and A 8 Application Standard RAS ! ! $, RAS 119 , RAS 120 PPlicable Building Code. 0 NOA No.; 07 Expiration Date; 05/23/12 Approval Date: 05 1IGr'(J7 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: I. A slip -sheet is required with ply 4 and ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire C iS not part of this acceptance, refer to a current A Directory for fire ratings of this product. PPrnved Roofing Materials 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 approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechan of ically 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 foam insulations when the base sheet is full mopped required °n all applications over closed cell shall be applied using spot mopping with approved asphalt, 1 diameter�cdtrcles, us ed the base sheet mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet al owing 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 llnaited 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 lbf., as tested in compliance with Testing Application Standard TAS 105. >f 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, si gned Bngineer. Architect, or Registered �bmittd. se aid revi Roof Consultant may re vised f tenor 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 req these uire ts of men areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. ('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 with Roofing Application Standard RAS 111 and applicable wind load requirements. field, 9. The maximum designed pressure limitation listed shall be ) applicable to all roof pressure zones (i.e. Perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for minced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this Limitation is specifically referred within this NOA, General Limitation m win not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B - of the Florida Administrative Code. END OF THIS ACCEPTANCE K NOA No.: 07.0111.03 Expiration Date: 05/23/12 Approval Date: 05/107 Page 19 of 19 i MIAMIbADE _ MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION l l0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 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 (A] IJ). 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 The submitted documentation was reviewed by J rge L. Aceb o. NOA No.: 06- 0201.02 &7 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 E ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile 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(V RTF 1000 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 raving a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pr oper Test Results Density ASTM D 1622 1.6 lbs. /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: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Ageney Test Identifier _TestNaw /Report Date Center for Applied 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® All] 60 shall solely be used with flat, low, & high tile 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 PolyproQ AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -$TICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 10 1 with section 10.4 as modified herein. F 2 W F'= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 fi INSTALLATION: 1. Polyprog AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro0 AH160. 2. Polypro® AH160 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® AR 160 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 the assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro(& AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products hie. 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 the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPapk& 30 & 100 dispensing equipment only. 7. Polypro® All 160 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 Polypro(& AR160 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. ( rams) (rams) Flat, Low, High Profiles #1 35 N High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ an Flat, Low, High Profiles #2 24 i N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 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. NOA No.: 06- 0201-02 Expiration Date: 05/10/11 Approval Date: 04 /13106 Page 4 of 7 t i AD HESIVE PLACEMENT D ETAIL. 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Underlaymard Paddy (Beneath Tile) i Undedayment V 1 ,Bin. i1 in e 10 Eave Course R e e Fascia Eave Course Fascia wn*b Eave course only: Eave course only. Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. 41n. up loom weepholes 4In. up from weepholes Drip edge Nail through plastic cement Paddy (Beneath Tile) 1) Place enough adhesive to achieve 17 to 23 �p 2x/'s for WWedayment square inches in contact with the pan Ipe step pitch applications Nag through plastic cement 2) Turn covers upsWe down. Place adhesive 112 in. To 1 m. From outside edge of raver file. Then install the We. o 10 in. Undedayment / 2 in. ` 0 Eave Count locwe Eave course Doty EaveC : Ramov Keep adhesive approx. 4 in. up top portion tram wee holes Fascia P of the sera � course cover Ole. Abut to second course of pan W& Ensure earsandlot ophonal pan and cover files are Point-up Mortar gush id save tine. on longitudinal edge6 of (fie Eave closure Weephole Fascia 80 (mortar shown) y NOA No.: 06- 0201.02 4 _ Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 S INGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nall through plastic cemen Underlayment Paddy (Beneath Tile) Underlayment 1 1 1 in. i 2 in. ° 7 in. Eave Course •� Fascia Fascia Weephob Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (Beneat Tile) Underlayment 7 in. i In. Ewe losure Eave Course Fascia i NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETA iL 3 DOUBLE PATTY Nall through plastic cement Paddy Nail through plastic cement Single paddy under file (between tile) • Underlayownt Single paddy between file Paddy 2 in. x 7 in. medium ° (under tile) I c j l . size paddy eave D course only Single paddy 3 in. under tile � in4in. I x3in. Single paddy on 2 in. 4 In. Single 2 in. \�1 ! under- paddy on layment ° under- layment Single paddy Fascia Eave course on top of file Weephole Single paddy 2 in. X 7 in. medium Ea a Eave closure on top of the size paddy eave C e Fascia course only Drip edge Nail through plastic cement Single paddy under tile Sing l paddy be en tile x 4 i 1 �-"3 in. x 3 in. Single paddy onunderlayment 2 n` Single paddy Eav 9 Closure on top of the 2 In. x 7 In. medit in Eave Course size paddy eave ourse only Fascia END OF THIS ACCEPTANCE n NOA No.: 06-0201.02 Expiration Date: 05110111 ' Approval Date: 04/13/06 Page 7 of 7 M I A M f 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) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for 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. 03- 0501.02 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 My Approval Date: 03/06/08 APPROVED Page 1 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /fe EnergyGuardTM Polylso, RA, RN, EnergyGuardTM Composite RA, Minimum 1" thick NIA N/A Wood Fiber, EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board Minimum %:" thick N/A N/A EnergyGuardTM Perlite Minimum 3 /a" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs /100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENTO Eliminator Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTm. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT Eliminator""' Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROEM 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROV SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) NOA No.: 07- 1203.01 M • '� Expiration Date: 11!06/13 77 Approval Date: 03/06/08 Page 8 of 30 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a - fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROV 20, RUBEROV Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS # 75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6, GAFGLAS STRATAVENT EliminatorTM Perforated (laid dry), RUBEROV Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROV SBS Heat - WeldTM Smooth or RUBEROID SBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6 sheet, GAFGLAS #80, RUBEROV MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Membrane: One or morellies of RUBEROID 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROV ULTRACLAD ® , or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. f 15 %. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 k Ec Approval Date: 03/06/08 Page 9 of 30 Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT" MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT' Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1203.01 Expiration Date: 11/06/13 A PPR06VED uNn Approval Date: 03/06/08 Page 10 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' Dens Deck or '/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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- 401bs. /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 mo ribbons in three rows, one at each side lap and one down the center of the sheet allowing a on �ti 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 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 K, 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 comers and comers). (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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1203.01 MIAMFG WE COON_ Expiration Date: 11/06/13 Approval Date: 03106108 Page 30 of 30 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 192 OF OVERING MATERIALS (TENT) ROOF COVERING MATERIALS (TES 4. Ro 'rig " ystems (TGFU) Continued Roofing Systems (TGFU) Continued Base Coat: "A - ^ 'es ", 0.75 gal /sq. "GAFTEMP Permalite Recover Board" may be used in' lieu of any perll ` Second Base Coat: A -38 Series ", 0.75 gal /sq. insulation in any of the following NC Classifications. - Wear Coat: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.751bs per Unless otherwise indicated, any of the "Asphalt Felt Systems with sq. Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /,' Surfacing: "A -38 Series", 0.75 . gal /sq plus walnut shells at 0.75 lbs per Class A, B and C. t) sq. Hot roofing asphalt, for use with organic and glass felts or modified bituitt' 46 Deck: NC Incline: 3/4 membranes. Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.71b /ft.') "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu Surfacing: Spray application of 28 to 34 -mils "U- 8730" (aluminum) "Ruberoid Mop" SBS products in any applicable Classification. 47 Deck: NC' Incline: 1/2 Class A Insulation: Spray application of.2 -in. thick "Polyfoam 273" (2.7 Ib /ft.3 1. Deck: C-15/32 Incline: 3 Surfacing: Spray application of 28 to 34 mils "1J- 8782" (ivory) Insulation (Optional): One or more layers perlite, wood fiber, ,g fiber, isocyanurate, urethane, perlite /isocyanurate composite, per(i GAF MATERIALS CORP 81306 urethane composite, wood fiber /isocyanurate composite, phenolic,, thickness. .._ 1361 ALPS RD, WAYN6 NJ 07470 Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply' f ¶_ "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an "GAFGLAS Ply 6 ", hot mopped. n alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum 2. Deck: C 15/32 Incline: 2 DensDeck® may be used in any existing noncombustible deck Classification. Insulation ( One or more l life, wood fiber When this is done, the resulting roofing system is acceptable for use over P Y per lite, combustible (15/32 in. min) roof decks. The joints in the gypsum board and fiber, isocyanurate, urethane, perlite /isocyanurate composite, pet overlayment board are offset 6 in. with the joints in the deck. If polystyrene is urethane composite, wood fiber /isocyanurate composite, phenolic, part of the roof system, it must be placed below the overlayment board. thickness.` °a Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" r Gypp sum DensDeck �+ in hot asphalt. "GAFGLAS Ply 6 ". m "Ener Guard Ultra" is an acceptable alternate to "EnergyGuard" Guard in an Ca She "Energ ne ayer Mi Surfaced Cap Sheet". Type g P � gY " � Y Ca Sheet: One layer T e G3 "GAFGLAS Mineral Surfaced , applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani - tally attached or hot mopped over noncombustible decks and as a recover over 3. Deck: NC Incline: 2 ' existing roof systems. Insulation (Optional): One or more layers perlite, wood fiber, GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- fiber, isocyanurate, urethane, perlite /isocyanurate composite per GUARD" insulation in any of the following systems. urethane composite, wood fiber /isocyanurate composite, phenolic, Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4' rene reference in any of the following Classficatons include "ENERGuard EPS GLAS Ply 6 ". Insulation ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral,, , References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". lation ". 4. Deck: NC Incline: 1/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers "Isotherm R ", 4 in. max, hot m Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or Ply Sheet Any UL Classified gravel surfaced Class A asphalt gist "GAFGLAS #80 ULTTMA" ) is a suitable alternate for Type G1 asphalt glass mats stem. fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or 5. Deck: 0-15/32 Incliner 1 C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet (Optional): Red rosin paper, nailed to deck. sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet+' Stratavent Eliminator Venting Base Sheet (Nailable) Perforated to be nailed). f mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or As an o tion T ype G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Ply 6 ". Sheet", "ZFAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS %Mineral Srcrrfa( d Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed. base ply in the following systems. 6. Deck: NC Incline: 3 Bottom 1 or base sheet may be solid mopped, spot mopped or mechani- Base Sheet: One layer Type G2 "GAFGLAS #75 Base Shbet" ',� tally fastened. Y PP P PP Ply Sheet: One or more layers Type Gi "GAFGLAS Ply 4P or Unless otherwise indicated, all insulations may be hot mopped or mechani- GLAS Ply 6 ". A tally fastened. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfae "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Class A, B or C systems listed below. 7. Deck. C-15/32 Incline: 2 x> When "perlite" is referenced, this includes "GAFTEMP PERMALITE O" or Insulation: One or more layers perlite, glass, fiber, isocyatct , any other UL Classified perlite insulation, thane, perlite /isocyanurate composite, perlite /urethane corn Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. nolic, 1.0 in. min (offset from plywood joints 6'in.). Structural cement fiber building units are considered suitable to be included Base Sheet: One or more layers Type G1, G2 or G3.t as a deck in the following Class A, B or Gsystems listed over C -15/32 or NC. Membrane: One or more layers "Ruberoid Torch" (Smooth of The use of gypsum board under any of the following Class A, B or C systems "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or, does not adversely effect the rating. I he use of 1/2 in. min gypsum board is an or "Ruberoid Mop Plus" (granule). t P° acceptable alternate for insulation over C -15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cana 51t ., The use of polystyrene insulation board between min 3/4 in. perlite board "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a 8. Deck: C -15/32 Incline: 2 fr g suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood li systems. fiber, isocyanurate, urethane, perlite /isocyanurate composite BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA urethane composite, wood fiber/ isocyanurate composite, ph EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in an thickness. of the following Classifications. y Base Sheet: Two or more layers Type G2 or G3. Trumbull s with Mop" may be utilized with any of the following "Asphalt PI Sheet (Optional): One or more layers Type G1. 4 i Felt Systems with Hot Roofing Asphalt". Y P � Y YP =,u GAFGLAS #80 Premium Base Sheet may be used in any of the following Membrane: One or more layers "Ruberoid Torch" (Smooth or , systems. "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". or "Ruberoid Mop Plus" (granule): LOOK FOR THE 1JL MARK ON PRODUCT 2007 ROOFING , MATERIALS AND SYSTEMS DIRECTORY 194 ROOF COVERING MATERIALS (TEVT) 'ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Roofing Systems (TGFU)- Continued 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): Perlite, glass fiber or wood fiber, any thicko '( Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule 1" (modified bitumen).. fiber, isocyanurate; urethane, perlite /isocyanurate composite, perlite/ Slip Sheet: 0.004 in. polyethylene (not UL Classified). urethane composite, wood fiber /isocyanurate composite, phenolic, any Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summe thickness. Quarry tile (or equivalent) grouted in place. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or 5. Deck: NC Incline: 2 "GAFGLAS Ply 6 ". Insulation (Optional): Perlite, glass fiber or wood fiber, any thtckness� Surfacing: "Weather Coat Emulsion" at 3 gal /sq. Membrane: "Ruberoid Torch Granule 1" (modified'bitumen). FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq 1. Deck: NC Incline: Unlimited concrete pavers weighing not less than 10 lb /sq ft and spaced not mo Surfacing: "Weathercote Low VOC" or "Weathercote" - 2 gal /sq. than 1/8 in. SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED 6. Deck: NC Incline: 3 BITUMEN) Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate,any thickness,18t Unless otherwise indicated phenolic insulation may be used in any of the loosely following systems. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA) W Unless otherwise indicated any of the following Single Ply Membrane loosel Systems may utilize multiple layers of Ruberoid Membrane. y "GAF Premium Aluminum Roof Coating" may be used on any of the Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq o following Classifications not exceeding 1/2 in. concrete roof pavers. "GAF Weater Coat Emulsion" may be used on any of the following 7. Deck: C -15/32 Incline: 1/2 noncombustible Classifications not exceeding 1/2 in. Slip Sheet: One or more layers Atlas Roofing "FR50 ", mechanics)( _ Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and fastened. Karnak "No. 81" adhesives may be used in any of the following noncombus- tible deck Classifications. Membrane: "EverGuard TPO' Plus ", 45 mil. �+ Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 10001bs /sqp Classifications. concrete roof pavers. GAFGLAS #80 Premium Base Sheet may be used in any of the following 8. Deck: C -15/32 Incline: 1/2 systems. Base Sheet: Two or more layers Type G2, "GAFGLAS Basesheet #75' (Optional) Noncombustible deck classifications are applicable for use over mechanically fastened. combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board Membrane: "EverGuard TPO Plus ", 45 mil. or 1/4 in. (min) G -P Gypsum DensDeck® are used directly over the deck with Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq ot: all joints staggered 6 in. (min) from plywood joints. concrete roof pavers. A vapor barrior may be optionally installed under all systems utilizing "EVERGUARD" insulation. "EVERGUARD" insulation is an acceptable Class A - Fully Adhered alternate in any polyisocyanurate insulation of the following, systems. GAF- 1. Deck: NC Incline: 1/2 GLAS Perlite may be used as an option over EVERGUARD insulation. GAF- Insulation (Optional): One or more layers perlite, wood fiber gl GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlita� in any of the following systems. urethane composite, wood fiber /isocyanurate composite, phenolic any The following membranes may be used interchangeably within their own thickness. group: ase Sheet (Optional): One or more layers Type Gl, G2 or G3. A. "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Membrane: One or more layers "Ruberoid Torch" (Smooth or Granul Torch Granule 1 ", Ruberoid Torch 180. "Ruberoid' Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule: B. "Ruberoid Mop Smooth", "SBS HW Smooth", "Ruberoid 601 Cap Plus ", "Ruberoid 30' . or "Ruberoid Mop Plus Granule" (granule). C. "Ruberoid Mop Granule", 'Ruberoid Mop Plus Granule", "SBS HW Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot; Granule ", "SBS HW Plus ". roofing asphalt. D. 'Ruberoid Mop 170 FR (1 sq) ", "Ruberoid Mop 170 FR (1/2 sq)" . 2. Deck: NC Incline: 1/2 E. "Ruberoid Mop FR 2", Ruberoid 30 FR ", 'Ruberoid SBS Heat Weld 170 Base Sheet (Optional): One or more layers Type G1, G2 or Ef3. FR" . Membrane: One or more layers "Ruberoid Torch" (Smooth or' Granul , F. 'Ruberoid 20 ", "SBS HW (Heat Weld) 25 "• "Ruberoid Torch Granule Plus "Ruberoid Mop" (Smooth or Granule) G. "Flame Free 180 FR' "Ruberoid Torch FR ", "Brai Supreme Plus APP or "Ruberoid Mop Plus Granule ". Granule FR ", "GBSP- 250FR ", "Brai Supreme -APP Granule FR" . Coating: Karnak No. 97,1-1/2 - 3 gal /sq. Unless otherwise indicated Modified Bitumen (Granule) membrane may 3. Deck: NC Incline: i/4 be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq, and the incline of the resultant system would be increased to a 3/4 in. incline. But if the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glas @ Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber, any thickness. system would be maintained when surfaced with "Fireshield MB" at 2.5 - 3.0 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. gal /sq. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),. Unless otherwise indicated "Ruberoid EnergyCap SBS 30FR" is an acceptable "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or "Ruberoi 1 alternate for "Ruberoid 30 FR" or "Ruberoi d Mop 170 FR" in any app Mop Plus Granule ". Classification. Coating: Karnak No. 97,1 - 3 gal /sq. Clads A - Ballasted 4. Deck: C- 15/32- Incline: 1/2 1. Deck: NC Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate ure Insulation: One or two layers "Isotherm R ", any thickness, loose laid or thane, perlite /isocyanurate composite, perlite /urethane composite, phi mechanically fastened. nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or G3. Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 Ibs /sq. Ply Sheet (Optional): One or more layers Type Gl- 2. Deck: C -15/32 Incline: 1/4 (NC-2) Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), . Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule)" Membrane: "Ruberoid Torch Granule 1" (modified bitumen). or "Ruberoid Mop Plus Granule ". Surfacing: Gravel at 400 Ibs /sq, loose laid or concrete blocks, at 10 Surfacing: Karnak No. 97,1-1/2 - 3 gal /sq. lbs /sq and spaced not more than 1/8 in. 5. Deck: NC Incline: 1/2 3. Deck: NC Incline: 3 Base Sheet (Optional): One or more layers Type G1, G2 or G3. Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1-1/2 in. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),,: Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. "Ruberoid Torch Granule Plus ". Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Surfacing: Gravel Grundy Ind. "20 F Emulsion' at 3 gal/sq. 4. Deck: C -15/32 Incline: 1/4 6. Deck: C -15/32 Incline: 1/2 LOOK FOR THE UL MARK ON PRODUCT 2007 ROOFING MATERIALS AND `SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) to Roofing Systems (TGFU) Continued Roofing Systems (TGFU) Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- Ply Sheet (Optional): One or more layers Type G-1, hot moppedL s ' nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- place. posite, 1 -1/2 in. min. Membrane: One layer "Ruberoid Torch Smooth" (smooth), Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Mop Smooth". Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Membrane: One layer "Ruberoid Mop 170 FR" (granule)." "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) 19. Deck: NC Incline: 1/2 or "Ruberoid Mop Plus Granule ". Insulation (Optional): One or more layers perlite, glass fiber; i Surfacing: Gravel. nurate, urethane or perlite /isocyanurate composite, any thicknes §r 7. Deck: C -15/32 Incline: 1/2 Base Sheet: One or more plies Type G1 or G2, hot mopped or adhered Insulation (Optional): One or more layers perlite, wood fiber, glass with Karnak Chemical "No. 81" or Gibson -Homan 'No. 6101 -4-1, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ applied adhesive at 1 -1/2 gal /sq. " urethane composite, wood fiber/ isocyanurate composite. Membrane: One layer "Ruberoid Mop 170 FR hot mopped or ad(( 1 Base Sheet: Two or more layers Type G2 or G3. with Karnak Chemical "No. 81" or Gibson - Homan "No 6160 R Ply Sheet (Optional): One or more layers Type G1. applied adhesive at 1 -1/2 gal /sq. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 20. Deleted 1 "Ruberoid Torch Granule Plus', "Ruberoid Mop" (Smooth or Granule) 21. Deck: C -15/32 Inclinel /2' " or "Ruberoid Mop Plus Granule ". Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass r Surfacing: Karnak No. 97,1-1/2 - 3 gal /sq or gravel. any thickness, hot mopped or mechanically fastened. 8. Deck: NC Incline: 1/2 Base Sheet: One or more plies Type G2 "GAFGLAS 75" base sheer' Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- hot mopped or mechanically fastened nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- Membrane: One or more plies "Ruberoid 30 FR" hot mopped imp posite, 1 -1/2 in. min. 22. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Insulation (Optional): Polyisocyanurate-wood fiber, perlite, r Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), fiber any thickness, hot mopped or mechanically fastened. «� "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) Base Sheet: One or more plies Type G2 „'GAFGLAS 75" hot or "Ruberoid Mop Plus Granule ". or mechanically fastened. ' Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Ply Sheet: One or more plies "Ruberoid 20 ", hot mopped rrt play hnh 9. Deck: C -15/32 Incline: 1/2 Membrane: One or more plies "Ruberoid 30 FR ", hot mopp2cluY}la Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. 23. Deck: C- 15/32 Incline: 1/2 r min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Insulation (Optional): Fiber glass or perlite, mechanically fastened urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers Type G2, hot mopped or mechani Base Sheet: One or more layers Type G2 "GAFGLAS #75 Base Sheet ", fastened hot mopped or mechanically fastened in place. Ply Sheet- Two or more layers Type Gl, hot mopped or rnechartfC�' s Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped fastened. / in place. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 6Q1�ti�,,'; y Membrane: "Ruberoid Mop 170 FR ", mopped in place. Surfacing (Optional): "GAF Fibered Aluminum Coating' at 1 -1/2 Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alunrirttn(t gal /sq or "GAF Weather Coat Emulsion' at 3 gal /sq. Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum R 10. Deleted Coating" at 1 to 2 gal /sq. .) 11. Deleted 24. Deck: NC Incline: 1/4 12. Deleted Insulation (Optional): Polyisocyanurate, perlite, glass fiber or'i ) t 13. Deleted fiber, 2 in. max. 14. Deleted Base Sheet: Type 15 asphalt organ ic felt or Type G2, mechatt� f, 15. Deck: C -15/32 Incline: 1/2 fastened or adhered with hot roofing asphalt. Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Membrane: "Ruberoid Torch Granule 1" (modified bitumen) perlite /isocyanurate composite. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Al >) Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Alumivt or mechanically fastened. Coating" at 1 to 2 gal/sq. dl'; ,' a j Ply Sheet (Optional): One or more layers Type G1, hot mopped in 25. Deck: C -15/32 Incline: 1/4 _ place. Insulation: Two layers glass fiber (staggered joints), 1 in eadt ' j s Membrane: "Ruberoid.Mop 170 FR ". Base Sheet: Type G2, mechanically fastened or adhered wrtlat 16. Deck- C- 15/32 Incline: 1/2 roofing asphalt. Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Membrane: "Ruberoid Torch Granule 1" (modified bitumen) % 1:; .) perlite /isocyanurate composite, offset 6 in. from joints. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alin' id Base Sheet: One or more layers Type G -2 or G -3 base sheet, hot mopped Asphalt Roof Coating" at 1 to 2 gal /sqi or mechanically fastened. 26. Deck: NC Incline: 1/4 t Ply Sheet (Optional): One or more layers Type G -1, hot mopped in Membrane: Ruberoid Torch Granule 1" (modified bitumen) ) (' place. Surfacing: Karnak Chemical "Karnak No: 97 Fibrated AI x e _ Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Asphalt Roof Coating" at 1 to 2 gal /sq. ,e- Smooth 27. Deck: NC Incline: 1/2 Membrane: One layer "Ruberoid Mop 170 FR ". Insulation (Optional): Perlite, wood fiber or glass fiber 1 i 17. Deck: NC Incline: 1 mechanically fastened or adhered with hot roofing asphalt Insulation (Option'' . , Perlite, fiber glass, wood fiber, isocyanurate, Base' Sheet. Type G2 or "Flex Base:60 ' (modified bitumen)) e ) urethane or perlite / isocyanurate composite. cally fastened or adhered with hot roofing asphalt. . le) Base Sheet: One or tnoYe.laers xype G2 or G3 base sheet, hot mopped Membrane: "Ruberoid Torch Granule 1", hept fused. or mechanically fastened.l Surfacing: Monsey Products "Endure A uminurn Roaf Caattt ', Ply Sheet (Optional) One -or more layers Type G1, hot mopped in "Weather Check' or Pro -Grade Aluminum Roof Coating 15 gal /sqM. place. 28. Deck : NC Iclizte: -1lZ �, Membrane: One layer `Ruberoid Mop 170 FR" ) nsulation eptit )1 A Per( tei w'ood.1 , $1 a?as fsb o u ett ord •2 in max, ca)1d e 18. Deck NC Incline: 4/2 u E t• • r�. (m�nelr r rI'mi a 0n a artie fa ddr'p GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL °a ` ` DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS` ROOFING DYNATECH ENGINEERING CORP. Date : June 10, 2009 Client : OBENOUR ROOFING Project : Flat Roof @ Address : 430 Grand Concourse, Miami Shores, FL. ASCE 7 -02 DESIGN PRESSURE CALCULATIONS Project Info: H = 9' Exposure: C Basic Windspeed V= 146 MHP L = 75' Category : II Importance Factor I= 1.00 W= 38' Slope: < 7° K 0.85 K 1.0 K Parapet Wall: < 3' Design Calculations: Velocity Pressure: q = 0.00256 (0.85) (1) (1) (146) (1.0) = 47 PSF Width of Pressure Coefficient: 0.1 (38') = 3.8' 0.4 (9') = 3.6'} use 4' -0" Approximate Tributary Roof Area: <10 Sq. Ft. For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7 -02) 750 West 84 Street, Hialeah, FL 33014 -3618 . Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 430 Grand Concourse, Miami Shores, FL. External Pressure Coefficient: 1) GCP, = -1.0 2) GCP = - 1.8 3) GCP3 = -2.8 Design Pressures: 1) Field P1= 47 ( -1.0) = -47 PSF 2) Perimeter P2= 47 ( -1.8) = -85 PSF 3) Corners P3= 47 ( -2.8) = -132 PSF Attachment Requirements: Based on RAS 117; Architectural appearance applications section 11; table 2 using %" fasteners and tin tabs with fastener value of 32 Ibf. The following are our recommended fastening pattern: Field: 6 o.c. @ laps and 2 staggered rows 6" o.c. Perimeter: 6" o.c. @ laps and 3 staggered rows 6" o.c. Corners: 6" o.c. @ laps and 5 staggered rows 6" o.c. Page No. 3 M 430 Grand Concourse, Miami Shores, FL. Notes: Corners, extended corners and perimeter area dimension shall not be less than a= 4' -0 ". All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. - Wind load calculations are based on ASCE 7 -02 and information provided by client. - Roof uplift capacity shall be verified in compliance with Florida Building Code Protocol TAS -124. (when applicable). - All work shall be conducted under the supervision of our field engineer or City Inspector to verify compliance with specifications. - In the event of exposed ceilings; the engineer must be notified to verify applicability of fastening pattern and penetration. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sk