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RF-06-1036
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 'inspection Number: NS P-15647 Permit.Nu tuber: ; F-+ -O6- 036 Inspection Date: 09/19/2006 Inspector: Deshamis, George Owner: GRIFFITH, VIRGINIA Job Address: 865 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> SEP 2 0 2006 Contractor: OBENOUR ROOFING SHEET METAL & SUPP Building Department Comments Block: INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -8418 Parcel Number 1132060142630 Lot: Phone: 305 -757- . 12 1, Monday, September 18, 2006 Page 1 of 2 4 I`7°1 r C U a- al ---V- F:%k '4 `Passed In • ector Comments ► , a ` Failed Correction: Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, September 18, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 y� 44Z1 I u t. ci A N1 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No V AO/3 - �gC�gIIC�7g�j APR 2 4 200 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) M Owner's Address � NE 97 h City ')) )/)Ofec State IL Tenant/Lessee Name Master Permit No. Plumbing Mechanical k Phone # Zip /3 J Phone # Job Address (where the work is being done) City Miami Shores Villa • e County Miami -Dade Is Building Historically Designated YES f NO I. te, Air 97. Contractor's Company Name Contractor's Address 930/ Cam°`" G?"—e- Q 4 - /O f • • Zip 'a /3 r Phone # V11-91-e2 1 l® City t7 I.4 yytA. st11?e, State �L Qualifier O'�41 DL jL Zip State Certificate or Registratio (j /4,,3 ex. Certificate of Competency No.__________________________ Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit q.� Type of Work: ['Addition (Alteration Describe Work: ['New Square Footage Of Work: Rc Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * ** * * * * * * * * * * * * * * * ** * *** * * * ** Submittal Fee $ Permit Fee $ TJ 0'0 CCF $ 1 4 • CO /CC. Notary $ Training/Education Fee $ - Technology Fee $ Scanning $ t� Cp . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Ali 1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of :Dee_ , 200(, by V fa: who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The , egoing instrument was acknowledged before me this day of , 20 , by c%r' p. O6e,Q, .. who is perso known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: POTUY PUii LIC-Sp�T O FT 2, ,j},9n 1''eDEV ; i, i '1f F O rf q RfI r,., 200 BondE.d. TEru -atl�n;ac Bond Co,, Ino. disk * * * * * **ate9rielc9 **** 3cde& deie9e**************** ie4e*dr **aB*Ac**draY ****** My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** / Iw Print: 712,FITIPUBLI- TI.aTE OF F101111 aL° "+ Cn My Commission Expire$ ND� * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****************** ry/* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** // APPLICATION APPROVED BY: chc 05/13/03 / Z� Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES lEOMEVM1ill Lia APR 2 4 20061 B Y: Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Master Permit No. Process No Contractor's Name Job Address Sl r r E 9' 1r,'ze i ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY A ❑ Mechanically Fastened Tile Irilortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes 1T17 ❑ Prescriptive BUR -RAS 150 �� ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) oU 74' 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. Section B (Roof Plan) 15.32 70 • • • • • • • I, • • • • • • • •• �.-• 0 • • • • • • • • y ••• • •• • • • • • • • • • • • • • • • l • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE BUILDING , M€ /fla,4s .44 ;4 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:, Notice of Acceptance Number: b.4-1.211,a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: /44-2 P3: /412 Maximum Design Pressure (From the Prgduct Approval Specific System): Steep Sloped Roof System Description Deck Type: Ridge V, n tilation? Type Underlayment: Insulation: Isrw 02.24 Fire Barrier: Mean Roof Height: it • • • • • • • •• ••• •. Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 40,7 F/+ %/iicqtsA Lg' a "A1 _?- /o-ir* 94K9 9d 000 • • • • •• • • • • • ••• • • • • • • • • • • ••• • • • • • •• • ••• • • • • • • • • • • •• •• • • • 00 •• 000 • • • ••• • • J 4, 'Type & Size Drip \Edge: \2- 14 • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • 111164. 1 • • • • 15.34 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 Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (pt: LiSr x a I = /q0 d) - Mg: ‘' = (P2: 9.1, , � 4-2S ) - Mg: 446 =m„ /�''9.2 (P3: 94 % x A • /"t © =24 = Mr3 / /t, rA Product Approval Mf ‘6' Product Approval Mf �ot r Product Approval Mf 4(1% if Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -' Roof Slope ,J, 15' 20' 25' 30' 40' 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 34.9 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 tile systems endorsed by the Broward County Board of Rules and Appeals. 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" (P1: x L (P2 (P3: xL xL xw:= ) -W: xw:= ) -W: xw:= ) -W: x cos B = Fri X cos 8 = Fr2 x cos 0 = Fr3 Product Approval F Product Approval F' Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Mg product Approval Attachment Resistance Mf Product Approval Required Moment Resistance • ••; C:lcZlateji• • • • • • • Minimum Attachment Resistance • • • • • • r • • • • Pao t rt Cov • • • • • • • • • Required Uplift Resistance Fr Calculated Average Tile Weight • • • • W.0. • • ••• • • Psootict Ap1tlbval •... Tile Dimensions • • • • • 11 1� • W = width • • • • • • • • • • • • • • • Proddct At troval • • All calculations must be submit ed to t1 a building oftlijial it t1Le nil if pirmit apilication. • • • • • ••• • • • • • • • • • •• • • •• • •• • • FLORIDA BUILDING CODE - BUILDING 15.35 • • • • • • • • • • • •• •• ••• • • k:�iu tGV_oD to 1&.40 I ICL11 l I r:rC.h'IIVCt-ii ' f RWUr' MIAM10AO E BUILDING CODE COMPLIANCE OFFICE (t3Cco) PRODUCT CONTROL D1v1StO;t NOTICE OF ACCEPTANCE (NOA) Monier Lifctile, LLC 135 NW 20' Street Boca Raton, FL 33431 I lU. JUl VC14}1 !titIAPIII,DADE COUNTY, FLORIDA MET14.O,DA FLAGLER BUILDING 1-10 WEST FLACLERSTREET,SUtTE 103 MIAMI. FLORIDA 33 t30 -1563 (305) 375.290l FAX (305)375-290S SCOPE.: This NOA is being issued under the applicable rules and regulations governing the use 0i-construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Con:701 Division and accepted by the Beard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1-4J), This NOA shall not be ;slid after the expiration dace stated be ow. The !Miami -Dade County Product Control Division (In ;Miami Dade County) andlor the Al-IJ (in areas other than Mi :mi 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 expose of such testing and the AH3 may immediately revoke, modify, or suspend the use of such product or material witrin their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -[Dade County P-odact Control D;visiOn 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 des[ 'tcJ to comply with the High Velocity Hurricane Zone of the Florida Building Codc. DESCRIPTION: Atlantis Shane & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with 11- n,.ne;'actun_r's non .; or logo, city, state and following statement: "Miami -Dade County Product Control Approved unless otherwise noted herein. RENEWAL of this NQA 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 cr if there has been a revision or change in the materials, use, anchor 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 consists of pages 1 thPqugh 4; • • • • . . • . • The submitted documentation wa t'l vii :I ed )41 P'r4k2u:or. RRC • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 ••• • • • ••• • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval £fate: 01/09/03 page 1 of 6 • OZ /U5r`'c'UM i :tb I'ItJ11tKKHr1UHN KUUb I ILt > J�7�(D i4btl .R ROOFING ASSEMBLY .APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete INU. JtiL t uue L SCOPE. This renews a system using Monier Lifetile Atlantis Shake c. Slate Concrete Roof Tile. as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as clew-wined 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 Manufactured by Test Product Applicant Dimensions and fications Description Monier Lifetile Atlantis .Shake and Slate Tile -17 Pieces 1= 15" w= 101 1 V thick = varies w = varies varying thickness PA 112 PA 112 Fiat, intcriocking, high pressure extruded concrete shake.and s ?ate roof We equipped with two nail boles. For direct deck, rnorar or adhesive set applications. Acceztsory trite, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each, tilt: profilc. 2.! SUBitiUiTTED EVIDENCE: Test Aizecicy `Pest Identifier Test•Natnc11tcport Date Redlend Technclo1;ies 7161 -03 static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94-050A Static Uplift Testing ilarch. 1994 Engineering, Inc. 94 -084 PA 101 (MMortarSct) May 1994 (Adhesive: Set) The Center for Applied 25- 7094 -2 Static Uplift Testing • Oct. 199 t Engineering, Inc. PA 102 (4" Headlap. Nails, Direct Dock, New Construction) The Center for Applied .. ..25-7094-8 .. Static Uplift Testing Oct. 1994 Engineering, Inc. • • • • • • • • • PA 102 • • • • • • • • • • • • . • • • • • (4" I•Icacilap, Nails, Battens) Thu t enter for Applied • • • ••25-11/t905 • • • • Static Uplift Testing Oct. 1994 Engineering, Inc. PA I82 • • . • • • • ... (4" J-icadiap, Nails, Direct Deck, • • • • • •▪ •• • • • • • • • RecoveriFt,eroot) • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •- ••• • • • ••- • • NOA No.: 02- 1211 -08 Expiration Date: 12116/07 Approval Dater 01/09/03 v�oP elf 02/03/2005 12:26 MED 1 I ERFHNtHN HUU!- 1 1 Lt: 3 3WhYbbk4B4 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineer:ng, Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Ccnte_r for Appltcd Engineering, Inc. Professional Service Industries, inc. Cciotex Corporation Testing Scr.t� Walker Eng:necrtngg, Inc 'Walker Engineering. Inc. Wake; Engineering, Inc. Walker Engineering, inc Walker Engineering, ;nc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • • Test Identifier 25- 7183 -6 25- 7183 -5. 25- 7214 -1 25-7214-5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631-91 F0402 Project No. 307025 Test .. MDC -77 224 -47099 5201C•9 -t 520111 -4 - 520191 -1 Calculattons CaIcu tat ions Calculations Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA. 102 (1 Quik- Drive Screw, Battens) Wind Tunnel Testing ?A 108 (Nail -On) Wind Tunnel Testing PA 105 (Nail -On) Wind. Tunnel Testing PA 103 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank na is Wind Driven 1k :in PA 100 Physical Properties PA 112 Static Uplift Tcstin,; PA 101 •• ••• • • • • • .• • • • • talCUllatl04's . • .. ..• •• • • • • •• • ••' Ctticulations •' • Cakulatiotts • • .•. • • • •. Aerodynamic Multiplier Moment of Gravity 25-7094 25 -7496 25 -7584 25- 7$04b - 8 25- 7804.4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers rim() Patty Adhesive Set System •. • ••• • • • ••• • • • • • • • • • • • • •• •• ••• • • • • • • •�. ••• • • ••• • • • • •. • • . • • • • • • •• Of ••• • • ryu, stye & iU Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dcc. 1998 ,March 1999 March 1999 . Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 01. 1211.08 Expiration Data: 12116/07. ' Approval Date: 01109103, Page 3 of 6 U2/0„3/. I1EJ l t bNNHNtrN NUUr. I I LC -3 :JU,J fDCt 41 4 1 +U. JOl 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 tes: shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services ofa Miami -Dade County Certified L.abraratory 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 underinyment.shafl be in compliance with the applicable Rooting Applications Standards listed section 4. herein.. 3.5 30/90 hot mopped underlayment applications may unless stated otherwise by the underlayment material manufacturers publitshed literature.. slope 3.6i - This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater \kith a minimum of ttvo screws, 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and Its components shall be installed in strict compliance, with Roofing Application Standard p.AS : (5. RAS 119. and RAS 120. 4.2 Data For Attachment Calcula�i0ns i -- Table 1: Avers e Wei `-- ---- -- 3 ght (W) and Dimensions (1 x w ) Tile Profile Wei ht -W Pb ( Length-1 (ft) width w (ft) Monier L, fe :4e Atlantis Shale_ e -- --- Mate TiIG 1.25 _Table 2: Aerodynamic Multipliers - :� ft ) Tile Profile (fe) Monier t_ifetile Atlantis Stake g Slate Tiie Direct Deck AID liratipn 0,24 — Table lu Tile Profile Monier r_if ett�jantis Direct Deck tShake & State "rite o6C1 3: Restclrrn• Moments due to•Gravit - M ft-11)f) 3":12" 4 ":12 i 5 " :12" 6,. :12 " Direct Deck Direct Deck • • 5.9. • .. a.t3 • • • • • • • • • •• ••• •• • • • • • •• • • • ••• • • • • • • • • • • • • • • • ••• • ••. • • • . • • • • • .• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • . 0.000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.8665 7 " :12" or •reater DirectOeck 5.6 5.5 NOA N , 02- 1211.08 Expiration Date: 12/1i5/07 Approval Date: 01/09/03 02/06V5Ab lb lhL.'I 1LHHHNtHN HUUr IlLt Table, 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nail-On Systems Fastener Type Direct Deck Direct Deck Battens The Profile raU.J01 LetAllaJ (min 15/32" (min_ 19/*32" plywood) plywood) Monier Lifetile Atlantis Shake & Slate Tile 2-10d Ring Sharik Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw 24.3 Shank Nail 1-10d Smooth or Screw Shrank Nail (Eave Clip) 2-10d Smooth or Screw 35.5 Shank Nails (Field Dip) 2-100 Smooth or Screw 31.9 Shank Naas (Eve Clip) 30, 7.3 14.0 38.1 9.8 18.8 30.8 51.7 30.8 51.7 24.3 19.0 '17.2 4.9 7.4 18.2 24 24.2 35.5 34.8 31.9 32.2 LT-70d Rho Shank Nails' 85.5 installation with a.a- the ileac:flap and fasterriers are located a min. of 2"6" from head of tile. 48,3 Table 5: Attachment Resistance Expressed as a Moment M; (ft-lbf) frJ'AdheSiVe Set Systems Tile Profile Tile Application 1 Minimum Attachment . . Resistance FMonter Lifetile Atlantis She & Slate Tile 2 Sr manufactures cc u,1 pent approval for installation revirements. 3 Flexible Products Company TileBond Average weight, per patty 13.9 grams. Polyfoam Prodect, Inc. Averagl,_.! -4velatit pe...p.arty 8 graTs- Adhes,ve 31.3" Table SA: Attachment Resistance Expressed as a Moment - (ft-lbf) for Single Pay Adhesive Set Systems Tile Profile Tile Application Monier Lifetile Atlantis Shake & Slate Tde 4 tar e add lacemeni of 45 rarrgror". o Medium add lace_y_s_ !erner_liAarris of PolyPro ru, PotyPror" PolyPro Minimum Attachment Resistance 111? 40.4 Table 58 Attavhmen: Rmlis:t4otlx0r;sed as a Moment - M, (ft-lbt) *Etat tIott4 4r :14-leksiv•e.Set S stems Tile • . . • Tile Attachment Profile Monier A iication Resistance Lifetile Atlantis Shout 4,Sloate Tile ••: 1 Mortar Sir— 39.0 • • • • •0 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • •0 00 • • • •• 00 • • • • • • • • • • • NOA No: 02-1211.08 Expiratioa Ditt: 12/16107 Approval Date: 01109103 C .•• .2L. ii id: db I'll_-1J d 1 th'KHMthIY K.uUr 1 i r� U� r�csbvts 4 1#Wt1D 5. LABELING All tiles shaft bear the imprint or identifiable. marking of the manufacturer's name or logo, or following statements "Miarni• -3de County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall he accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building CtTicial or applicable building code in order to properly evaluate die installation of this system. PROFILE DRAWINGS •• ••• • • • • • •• • • • •• • • • • • MON+IIER LIFETILE ATLATIS'Slattlit $e• SLllt CtliNCRETE ROOF TILE_ •• ••• •• • • • .•• END QE'TIIIIS ACCEPTANCE • • •; •• •' • • • • • • • • • • ••• • • • • •• .• •. •,•' ♦;'b •'•.• • ••: • •- • • r'• • • • •• •" • • • r. • • Noup ;RIMS ow - :t 144 . s . f.s w,:.++iRK : 'y%'S.il� i:rdr • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ..J "- I I s 3.11 \ 1 1 L 1 4 1 PRO1M1 T CONTROL N TICC. O+a .�.CCCI'�J'r NC'r Pclyfo trl Products, l;rll. 2400 Spring- Stucbner Roils! Suring 1TX 77383 -1132 JL 1 1 • 1;J alt,vti11- D41:1E COtJ1'1TV. FLORIDA METRO•DAI)E FLAGLER SUILDING (IUILOINC7 CCI?E COMPLIANCE OFFICE M Tiif.7- D:rur.: FLArit,C , t3UlLD1NG I• +�� MIS'r' STT15,1 1°.1aUM: Iun M I rthrll. l' Lr)It t t7r1 33130.15it.1 (305) 375-290: FAN 1005) 373 -2o t;;tt+tru.Acroit i.t %t:;rslNC sitr :TioN 1 esi }75.29:? i'rtX(30$)374.255!t coiseric.kcrolt I'.NFo1Rc1•:MIF: +N"I' I)tVI$ION (305)17: -2Wa6 FAN (30)375.31su$ I'ILODvCI' CONTROL 1)IViSION t)uiI1?S.2402 VAN (305)5:r:.t.u0a9 Your application for Notice vrAcceptance CNOA) of Two Component Polyurcthenc Porn dhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Q1' Construction, and completely described herein, has been recommended for acceptance by the,'tifiami.Dudt: County Buildinj Code Compliance Office (BCCO) under the conditions speai! led herein. This 2N.4OA shalt not be valid after the expiration date. stated below. E3CCO reserves the right to secure this product or material 31 any time from a jobsite Lr manufacturer's plant for duality control testing. If this product or material fails to perForm in the approved manner, BCCO may revoke, modify, or suspend the use of such Product or material immediately. BCCO reserves the right to revoke this approval, Jr it is dewrmined by BCCO that this product or material fails to meat the requirements of the South Florida I3uileting Coda. The expense 0/ such testing will bt~ incurred by the nZ:tnulactuter. ACCEPTANCE N0.: 0I -05? 1.02 EXPIRES: 0511 Itii2i)ti6 R1ul Rodriguez Cl6c1•Product Control Division $ TSrIE — CAV] RST1EFT, SJ.0 pn1TioNAL t'�(•r.s FOR,5IELISTC AI) <z, Cp�ONPr FJQNS 13U1LDU'1 C nr & MOD T R1.vTFW O>Y VI1TTF This application For Product Approval has boon revicw,:d by the, BCCO and approved by the: Building Code and Product Review Committee to be usod in Miaint- IDad1: County, Florida under the conditions set north above. APPROVED: 106/14/2001 : Laiirt_mth 1Prariucts,` Tnc. RooTrtr c ASSEMTlLY APt'R.ovAT, Cu r.c cu ry, Roaring 5vh- Cnteenry: Roof Tiia: Adhcs vL; jVta.texiuls: PolytrrelIvtt= ACCEPTANCE : t11- 0521.02 Approval t;1at4:.Jape 1:1,2001 Expiration Date: M:aw 10., 7.006 SCOPE This approves rolyprod A14160 us manufactured lay Poly fount Product,;, Cnn. as described in Section 2 of this Notice at'Accepranet. 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 RASS 127, for use with approved tltit, tow, and high profile root tiles system using Polypro0 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 2. PRODUCT DCSCRIPTirON Manufactured by '` c eSC. Product k lflicant ,T)ir ensien;� Spccificntines agast.jalLm Polypro '14 AFt 160 N/A PA 101 Twa'COntpencnt polyuret;tane Dispcnsinz Equipment 1'oamproob RTPl000 NIA ProPnc}:91) 30 100 N/A Dispensing equipment ?.I Components or product: manufactured by other:;: Any Minnli -D :rdc County product Control Acccptcd lt.cict T lc Apscutibty having t current NOA which List aiplirr resistance values with the use of Polypro A111 fro roof tilt adhsivc. 2 -2 Typical Prn a: Density Corn pre53lve Strength Tensile Strength `Miter Absorption Mo .isture Vapor Transmission f irnensional Stability Physical Properties: ASTM D 1622 ASTM D (621 ASTM p 1633 ASTM D 2127 ASTM 6.95 ASTM D 2126 .. ... • • • • • • • • • • . • • • • • • • • • • • .. • Respljs 1.6 lbsJft., 18 PST Parnllai to rise 12 11S Perpeni ikilsr to rise 28 PSI f arollel to rise 0-08 l.b5.li't2 3.1 Perm / ;rich 40,07"%o Volume Cleingc j -4O0 F._ 2 avee,s -46.Q% Vrlf ilme CIE,tol:e ( F l'timidity, 2 evLCks • • • .. .. • • • • • • ... • ••• .,e • • • • • • • ... • • • • • • • ••. • ••• • • •••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •. .• ••• • • • ••• • • 1 °rsrtk Zutongn, P.RC Product Control Lxuniiiter • Pal fonrn Products, foe ACCEPT :AN'CE No.: Note: The physical properties listed above arc presented as typical average values ns determined by accepted ASTI01 test metlieds :laid are subject tit normal manufacturing v;trintie�tt. 3. LIMITATIONS 3, I Fire classification is not part or this atGC:vat:cc. ItC1cr to the Prepared ltoofTile Assembly for tire rating 3.2 PolyproM Ai•1l60 shall solely be used with flat, low t, ! tile J3 Minimum underla,yrtents than be in compliance tivitft the Rooting application Standard PAS 120, 3.4 RcutTile manufactures acquiring ne.ceptance for the use of Polyproig AI-1160 roof tile adhesive with their the assemblies shall test in accordance with PA I01. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Poryproe AFf 160 roof the adhesive with their tile assemblies shall test in accordance with PA I01 .and with section 10.4 as modified herein, I - r�fS 4. INSTALLATION 4.1 Polyprorf) AI -1160 may be used tvith any roof tile assea ly having a current NO lists uplift resistance values with the um or Palyprorar A1-1160, a that 4,2 PolyprnrD A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein The roof tilt assembly's adhesive attachment with the use of Polyp roe Al-1160 shall provide sufficient attachment resistance, expressed as an uplift based systern, to meet or excce;t the Up1in resistance determined in compliance with Miami-Dade County R.00ling tile Standards R.AS 127. The adhesive attachment data is noted in the root' assembly NOA 4.3 Pofypro0 AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing ,application Standard RAS 120. and 1 f ©a Polyproe AEi 160 Operating Instruction and Iviaintenanee Booklet. tt� Products inc, 4.4 installation must be by c. Factory "Trained 'Qualified Applicator' by Polyfoam Products, inc. Polyfcam Products Inc. shall tsupply ta as Proved and licensee applicators to the authority having jerisdiction. st QFapprow ed 4.5 Calibration of the Foamproa dispensing equipment is required bCCore n t' any adhesive. The mix ratio between the "A" component and the "n" component shall be maintained between 1,0-1, 15 deliver 0.0175 ai d to w 1 (A) : 1.0 (Q), The dispense tinier shall be slat to • pounds per- the as determined at calibration. No other settings shall be Approved. 4.6 Polyprowv AN 160 shall be applied with Foarnpro ft7171 OOC or ProPack® 30 & 100 dispensing equipment only. 4.7 Polyproei Af-I 160 sh .lL01�. �xlaostid perr;:tr�erltly to stint • •• • • • • • • ••• ••• •• • • • •• • • •••• • • • • • • • • •. • • •••• • ••• • • • • • 3• • • t:rtnkZude:t�;t, [t1tC • • • Product Control Ctattriner • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1.. •'4 1 L.•'_ ; y , 1 1 • i 1•. nr••..,v • ,r 1 ' 1 .f;tnt dracj I ,c ...vv vvv �...,w ACCEPTANCE N. 01 -tiT g 21.02 4.3 Ti les must be adhered in rre,;h! , applied minutes after Polypro A t i 60 has beeerndispensed Tile t9r.tst be set within 2 le 3 4.9 Polypro' Af-1 6C placement and minimum patty weight shall be in accordance with the 'Placement Details` herein. ',Don ,.,encric tile: protile requires tho specific placement ;toted herein. •i`nbte 1; �tdJlCSa've 1'l:tCCt7tt -tyt 1'ttr LSCIt �.,+:nt:t'it' �t'iln t'rgClc �t'illJ ro(k Vl:ictrnrttt Single ?licitly 4i'ri =!rt 1t+r ? '"` brtyrl y" o Paddy Wcigatt; mite. C};r.trrisJ t per Isntl�ty t�fitr. I --1� t_._.L —...L- h Profiles rnrirsl 1- gh Prof Lie c fJl 35 (2 Piece Barrel) 17i.licle en cap n dJ t , �I4 Flat, Low, IiiiLfrofiies -1.1 lit r'lat, Low, I-fifth Profiles I vy `' t B 5. (,.r1BELING AJ1 Polypro ;k-Il60 containers shall comp y with the Standard Conditions listed herein. G. IILrILDJNG PERMIT REQUIREMENTS t'• I As required by the flttitdin Official properly evaluate the insta llatinorthisasysltcnbIe Eiuilding Code in order to • • • • ••• • • • • • ••• •• • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • ••• • • • • •4 • .•• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • ••• • • Prank Zulo:tga, RAC • • • ••• • Product Control l:x:►mincr • • • • • • • • • • • • • • •• •• • • polvfh2 i.Prodiuet lr1c, ACCEPTANCE No, : (� -p 31.{x„ r113i [E511'E PLACEMENT DELt1 r_ 1 S:NCLE PATTY rsdry lead + +,h i haft neat* dmitc tti I4 t1Ae41td'9t t butCoa14 — •+4 thtarip ldd afaat.114r1 llAlaecoa, hleittt010OrAtrmt111013 Acnaaltat.,! ittatd In�,M to ;044 yyd Uln tan Ufi tt4CA Oath 4*C.tGWorq ria t tt••1 ya11a4 dna* ?trcc arhtthe la 19121,F0241emUhe0 ,100 0/00Y0rta. 11101•1a414 Na Lia i+,a tr,tateA O0dacCO„n1 4M tune Saki mon ash! X.6 *0741104:+0ova.. di Af 440 aaat90tra f x004 4•t Cl +lwa t;A tt t•d u.. WAS Meth, Alttl L: 1000102 mot 0f win VW. (tam Dave 090 01 tJd 0a[ tGYe Wad a* •4tIrdra/As aKt tat 410 "AV ShOCI) •• ••• • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • •2• • • • • • • ••• • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • I rank Z:tio:tbl, RAC Product Cottlro! Exarrairt.,:r • • k -$ • J, 1 �fJ KJ 4 V • ••■• $ JJ 1'\ ! "1 L' 4e 'ti v tJ 1 l W Pol ACCEPTANCE No.. 0I -0 521.62 ADIIESIVE PLACEiviENT .DETAI'L 2 SINCL i� `.�,.1•�. Na;J thrakgh pltltllic ram,nt 4'ntlefJrmiont \ \ / •. ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • • I ":111 fultl3;t1 ,r$�t� • • • • • • Proct „u Comm' Examiner • • • • ••• • • ••• • • • • • �, • • • •• • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ted t;7 Proclttcis in +~• ACCEPTANCE Nd. _ 0101.0 21.D2 ADltESIVrE PLACEMENT DcTATL 3 DOUBLE PATTY Nall llwrouph plamic cement padl (bat+nten i(lul Han thieugr plant:: carnshl liadmntyrtel i inglm paddy under Ole 5u4gle paddy betty &n rUe 2 In. s Ti. i rnrdlum it31 paddy GaW cau►u only in. s3in. Singls paddy on wlaer iaymeru Single paddy candor Uln it 3 Ina 3 in. Single paddy en folder• (aynIt 21n. SingL paddyN , On 40p optic �aa :cone Single pady en lop of Ws 1 in. Y 7 is medium sill paddy aavh F.yseta ecuriensly tfstl through plastic eemont Faso Pulpit Ear,' closure Orly eggs Sfrole paddy under life rirgie paddy denudes the r 1 .t3its. Shale paddy en undMfaymenl� Shp ?Addy on lop vlilla E »t Ceara •• ••• • • • It • •• • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • •7 • • • • • • • ••• • ••• • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tate :k we 2 in. e 7 In. medium site paddy ea'e cevr,o only FWscia I'r ti k ZLIIo: �j , R RC Prc dui t CCtff4Ctyi 1~x:Li9;iri4;r• Y vv �i s 3 P,mctvals sir A+ ccpto:toe wil. not be cortsidcr;td if, 1. Then: has bc'LJl 2 clt:tq .,, in product and the prctlucbis notlin aot npJia tter,J� with the�ctldu c!',,n �t b Code s l'!t ,;ti,,y the cv:ltu: tiatJ of this b. The (]•'t3CittwG i3 no lOttblrr the 5�tntc' r: � �. if ell` Aces is no holder has Crol9uc[ (,rjentical) as the, one originally a including '� nor cantoticd with ail the re Clutrt:cnt5 P th4sttcr:p! ant c, The `n ,r, rile c rracl installation or Ella product. a' �Jnr:cr ,el�o a,; rrtnll The submitrud, g Y i7rcpartd, si nc and M. is no lon,gar practicing aticin�r rice c,l�„ ir4rit, i Jr ' ticcl thy icrlu,rr d documentation initially "i. S profession Any reui;ion or tJlsn�c in the n�atCri� S, . automatically. va �, al us,:, rtnclior nt.tnuratturc of au: product or `4use for tcrrnittatJOn pt'tltir P (lh b.,: us tiling Accepta,.ncc uniuss larl has shall attics. of a revision application with z prior ttirir[tn approval pros brat Pl�•+�pri:ltr tor) and rr,Jted by this ,• Any of the fa!tcJl,•irtg sh;tdl also b,. grounds removal is clepranc. G e U>saeisraCtary purfarmanco or6h,produe arpr process, (kl;s,tsc or this :�GCtptansc as an arldormc,t,� 6 c+thcrp�rpose:s 3t[ r5! `uiy Ut'f�` „CC, ?Cr sales, ZtlYafti9in Thu Notice F but 'any c Ace4naar:4r ruultbcrpr�;cedLd b by The tic e oPAc date may y' ;hc words ,�li.trni -Grade b rc h expiration is dis da to d t y. b�. d,sl: lay'cd in arty • Ce],, lay . d "lan of and once followed 13 ) , thi 1 Jr Shrill b4 dome Jr; ,t entir�teitcr,tura. 1P atra portion of the ht attcc at A copy of this IitCCpt.�tiee as it•cll 7S a,1 rpe�r. A Provided to the apt c t s volt :tai ppro A dr t•ios s Z„ d other du_ureter,t5, arbor it applies, shall the job slum at! tint4,distributors , ]lies, The cnginccr nc.cl cat r,: and slut be ravailaGlb sb'aI 1,,: colaJe. rrir inglacctia�n at Aailurc tomplrr >vith any section of this Acceptance xltall be: tau Fcccptlnc�, 5e far to „lin;ttior, and tcrnoenl of This Notice ofAccept:moo consists ctt`pa,gcs 1 through S. CND 4rT1•IIS.ACCCI'T.A.. CE r m OMY',QL.V Urr L 7 ' kit , tit pro Cte,rts teary . ind to Ja:7r' 4I$4 ACCEPTANCE Na, at -Q:. t Q9 t, Rc,tvn'ator "this A:.+'.c t f and 1� aney (appro‘ial) sir, I! 6� consi,de.rud ;tii:r a alt, on u, 11 submitted jtrcd doCt(rtl, rate, i„c1:tilirt • test-;,. rcnsn` :,l application has older than ei ilt (8) J!�,]„rtin > data, y„ ,i b�'6(t riled ' ±� ( .� }'t:try. 5+ y r,utPl,t�,• ddc11'41Ctlt$, a.r,: no ' A'' }� anti all approved products .shall be stray and the troved'r;. perm :u,arttl }' litt.kd «ill+ the n].n,iesc; r ?, statenicrt: ,lint: -DaLla County !a J "'pr's ,t;,1 city, specifically srarcd in the sp4.`cilir conditions or this Acceptance. Product CL+ntro! ;1rrprr�val' ", or y� • • • •• • • • • • • • ••• • • • ••• 11 • • • • • • • • •• • • • • ••• • y• • • • • • •• • • ••• • • • • • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 11 •• 000 • • • ••• • • Frank ;Cu loasa, 1t 1tC Product Control r tn.unt:r ��9t d 1H.101 • PQIvtq)rn Prviu„ cts; irro. OM ACCEPTANCE No, ; 01- 0521,02 1. Renewal Of this Accept:tncc/I (approval) shall bu ethn idei_d allcr c. renew-al application his bccr. 11144 and tht original submitted QGul'•tolas, InC {uclin :t:'sl• 3tupportl11g data, �t iu t r,itl docuttlVtlts, are no alder than eight (8) years, 3. Any and all appravcd pro4uGts shall 'ac perncurcntIy la'b ct;, + +Illt the tttnnul "c,ctuet r'S Haiti, city, st:tty, and the follo+vin t:rtuni n:: ''Nil:u t -DiJ County Product Corrtroi (Approval ". ar :AS spot:itica01y stated in the spc iris conditiCrns of this Aceept:tnct:. 3 R,c.noWali of AG4cptanc:. vii not be considered if: a, Thum: has b.en a clt;ingc in the South Florida Quilding Code :iffectini, the evaluation of this product and the proclupt k not in coniplialtce tltt: axle chanl,c;t. b. "rho proci.ict is no longer the 3:.Inic product (Idi.nticat) :ta thy: one originally approved. c. tc the Aecopiance hgidcr has not complier! with all the requirements of this acceptance, including the correct i st:tllaticn of :he prod,lct. d. The cninct :r who on inally prepared, signed and sr;aied the required documentation initially submitted, is no Iongcr practicing tht. engineering profession 4. Any revision or change ;n met :trials, use, antlior manufacture of the product or process shalt automatically bit cause for 4crntinatton of this Acceptance, ttnit:ss prior written approval has been r quested (through the rain- of a revision application with appropri;it,: fie) and crewed by this Any oF tht following shall also be }rounds for removal of this Acceptance: a. Unsatisfactory perforn ance. of this product or process. b Misuse of this , \ccupttancc as an endorsoment of any product. for sals, advertising, or any other purposes ti The Notice of Acceptance, nunbcr (preceded by the words Miatm.Dlde County, Florida, and r I :otyrd by Lhc exp ;ration dart: in e dhsplcyt:d in aUvcrtising titer7turt. It' ;tnv porti011 Qf tht? N411ce of r \cct pu:Yncc 1, displayi.d, then it Shull b+ clone in its entirety. 7 A copy of this Acecpc:iiic as \volt ;ts approt'cd dr :'\vinys and other documents, Inhere if allplics, sh, II bt provided to the user by th inanuiacturcr or its distributors and shall be av';lilal }lu for it pee iotl at tlu job site at a1! time. Tht 4riginccr nerd tint reseal tilt; copes, a. FaiRirc ca comply \mutt any sylction of this Acceptance shall be cause for termination :and removal of 'As:cop tan cc. 9. This Notice of Acceptance co SO" d silt; of paws 1 through S. ENI, Orr THIS ACCEPTANCE • •« ••• • • • • • •• • • • • • • • • • ••••••• • •• I ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• ••• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • 17uby0SLS0c p tit. E.1C EC*0 • • • • .141 .i• •• • • • •• •• ••• 4• • • ••• • • r;t,tk ZuIo ga, RILC Product Control ENa.nliner ODIJUdia dd 1.g:91 0004 20 ddt+ SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water- instruction performance standards. Aesthetics (appearance) are not a consideration with to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may h e to be renailed in accordance with the current provisions of Section R4403. (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 betty en neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roo decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain ell 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 life expectancy and perfoliiiance 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 flow off so that the roo `3is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension 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 Sections R4402, R4403 and R4413. •• ... • • • • • •• • 7. Ventilation .Mosttraof siru•; tii4s should have some ability to vent natural airflo through the inteiior d'Athe Struuctur8 assegnbly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can resu in exteniingthe sel�vice•iige of e roof. • • • • • ••• • • ••• • • • • • •, • • • • • • • • • • • • OwnerYlgent's Signature ®'t ate �� ntractor Signature Date .. • • • • • •.. • • • • • • • • • •.. • • •�• • • • • • • • • • •• • •• • • • •• •• •.• • • • ••• • •