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RF-11-2031Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 166154 Permit Number: RF -11 -11 -2031 Scheduled Inspection Date: January 18, 2012 Inspector: Bruhn, Norman Owner: SPRINGFELS, DOLORES Job Address: 347 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ANCHOR ROOFING COMPANY Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060135621 Building Department Comments RE -ROOF TILE ROOF Inspector Comments Passe Failed A/h,/ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 17, 2012 For Inspections please call: (305)762 -4949 Page 15 of 49 .I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATIONINTEGRATlON Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: Z)'p/c'R 5 Job Address: 34' F iV z C/ / Y(/AM I , 1 r Roofing Contractor: A{( c4- D +- t _ Permit Number: 'L'P 3/ Type of Tile: /&. 4f4(i 430 ' ° /- °4- . 5°E) Approximate Roof Height: / 2 feet Slope: ‘*/ 2. Approximate Square Footage: 260 Type of Access to Roof: ▪ Ladder OtherRequired Testing Force: • 35 lbs. Date Installed: / -/P / Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: / ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 P45 21 74-- 41 P,4. 61 �? 81 9A- 2 r 22 ( 42 62 82 c 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 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 / 60 , 80 100 J ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST ADDITIONAL TEST INFORMATION Perimeter Width: 3 ft Area Units or ft2 No. of Tests Perimeter �, o 4,0. --2., Field 2.12P U '2 ti Corners 'Zap 22 Hips & Ridges <-149 /41 RESPECTFULLY SUBMITTED BY: 1<< / ^/z. �%2 ERNAT1ONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification *07-0612.11 ion Address: 313 7,4M! contractor 4 1'44 R. ®pF-1 ■167 (VI Other Sketth at Root %%% I I 0 0 1 0 0 0 0 1 1 1 1 1 1 1 111 11iva1i11i1111i11111111w11i111 )HIH11IIIIIIIIIII11I1IIt w ����wiiii #f�iiil�i ■11i11111111i1i11i i ■�fl [ i/!liiC! ■��isisiiai *iaii�fiiiia 11■mP iwwi/ roweasm IRIIIIIIuiiIm■i« fwrN»„ ?,i I f AN FLIMUMILIMARNIMUI 11ii1111i rii NPAIIIMMI ■1i■1 i1i■1iMi1■1ii twll!�S'.iwiiiaWI �T ■ii�lili1�1111ii11 ■ =- 1i'■�t i[ i f /i1`� IUR11ii�i■11111�11'1i111■ 1111 1111■is ilIEBETI MIIIIIIPtra To %/i 1w■i■■w11ii■ 11.1111111110IN r 1■reigia n till �V * 1i11111iww1ll! 111111111111111111MILMIUMINIIMUMBORMOUIMIMMIIIIII 11•111111111111111111111MMIROMMEWERIZAKA11111111111111111111111111 N■■i1■ ■11 1 '!StIMII ■■■■■1■ !■ii11■i■iitiw■i 11w■ir ■1■■1 i1■%1111wr1 11/EM1111■1wi ■i ■■ ■■ iiL BINEME iNIwLl1 M■9 1■i IMIP ww,1i11■1111w11ii 111�i■ ■[ ■iLii ■�% ■/1 ■ /1:J1�'i ■III•■ ■ii■■i■ Ili �iiwi l■ i. m ■r■.1fr�1°friii(■II�I■■i■wiwi■ 11w■wiw11■■ir iiLMENIam iiiimeimmammas i1111111111111 ■■\iw11P5M IRMI °'' i ■iillii ■ ■1 ■ ■ ■ ■■ iTM■NINHIM i■iMiw■■ii■■ ►7■r' 111111Miwiwwiw■ Zir■iwi■r ■ ■IC �lli�i ININ. 'J' l.i�i11 ■ ■ ■ ■iiiii 11iw■wi ■ii111i111fl I jIRi1i111111■1■1w11 iiil■■■■wiAI1i ~!1!�?Ji■■1Crc71■ ■Ili■iiIu■i■■ Ir11w��i■ifM : iiiitiliiEFe; =ii■ii11i■iifiiiii HIMIII ■1NlftP MSiiw■F^iSIF1SrM■ 11i■ii■ uua 11iw1w■ri /iIMSil-��', IG /it` Mj = 411111111 ■iwwwlii■ 11■riwiL!ifr7i ,� � r1"�iL.` /�� f 11111111i1111111i01 Yi11i1154W ■` Vii■ i s411ii1i111111i11ii Notes Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami-Shores,-Florida-33138 Tel: (305) 795.2204 Fax: (305)• 756.8972 RE: Permit # 0 3 DATE: 12 • `g • I I INSPECTION AFFIDAVIT I g4fcoAD 1 t.�, £� , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #:, CL d32 7 o On or about g 9 ;oo , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at 3 L-f 7 M 2- 7 - ,t (_- S i - 33 13� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature . ' otli r o "�.,,� SHIRLEY SPARKS I , r `A Notary Public - State of Florida ` ' • " • My Comm. Expires May 12, 2013 'A 4 Commission # 00 883981 "44,0 ,,0 Bonded T rough National Notary Awn. The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. 4-k Sworn to and subscribed before me this 9 day of t State of Florida County of Dade: Notary Public, Sate of Florida at Large `General, Bunding, 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 # dearly shown marked on the deck for each inspection Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1141 + (, 1 1-1-_ INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. Q1C i t -7,01 PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) b() LO(Z.'i. Sf o iZsIN(TF _L5 Phone # Owner's Address 3t/ '7 N g ST- CityMlA NI S HoRtiS State V.(.— Zip 3313, 3o5.335 .l -HS Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 3 -'1 ! �� City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11.32_0(• 0 13 • 5to 2.1 Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 6 . 1 - k 3 G - i O F Z 0 Fl#.1G,.- C o Phone# 30 S • Pi (- —2707 Contractor's Address 0 ; 21 , 5D-- City )4(,1 ts41. ( State rL___ Zip 33o 3/ Qualifier Name 4yiLtOND R.tc, & p Phone 30 c' C .7707 State Certificate or Registration No. UGC- t3.2..(9 710 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 5-00 Type of Work: EAddition ❑Alterrattiion pp Describe Work: l .47dip lt -Go ©F I (L,s_ g0 V(4 t Linear Footage Of Work: " 24®0 ['New Repair /Replace ❑ Demolition Submittal Fee $ * * * * * * * * * * * * * * * * * * * * ** eS * * * * * *_x * * * * * ** * * ** *, * * *�s* * * * * * * * *,r * * ** Permit Fee $ LJ �� CCF $ CO /CC.$ Notary $ Scanning $ Double Fee $ Training /Education Fee $ Radon $ Structural Review. $ DPBR $ Technology Fee $ Bond $ Violation date: �/� Total Fee Now Due $ JO C See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City NIA- 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 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.. Owner 'Agent The foregoing instrument was acknowledged before me this Az The foregoing instrument was acknowledged before me this 2Q day of ©L'/- , 20 IL, by (�i D L.0(7-1.6 PK.60.? C F fL,S day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: •I My Comm. Expires May 12, 2013 My Commission Expi Commission # DD 883981 4 ,,,, ,,,, Bonded Through National Notary Assn. APPROVED BY 20) 1 by ►21 . who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: S My Commissio HIRLEY SPARKS My Comm. Expires May 12, 2013 Commission # D0 883981 Bonded Through National Notary Assn. ************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * ** ** * * * * * * *** ** * * * * * * * * * * ** * * ** *fie * * * * * * * ** * * * * * ** * *k ** Tie // //' Plans Examiner Engineer (Revised 07 /I0 /07)(Revised 06/10/2009) Zoning Clerk checked • 1 NOTICE OF COMMENCEMENT 1 11111111111 111 1 1 11111 11111 11111 11111 1111 1111 A RECOIIDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO T A X FOUO NO. Ii' 3Zo 6'O t 5 STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE-UNDERISIGts1ED. hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFH 2011R0731!51 OR 8k 27876 P9 4515; (1109) RECORDED 10/28/2011 13:55:31 HARVEY RUVINr CLERK OF COURT tlIAMII -LADE COUNTY, FLORIDA LAST PAGE 1. Legal de6cription of property and street/address: 153 If/ -40 53 h1.- M1/1-14( SI-f oa S SEC_. I • - - - �Mb FB 10 -70 1 -r'S 16.1 -t7 �LIL 1-1( 3 7 S - T - 1,4l ,44,i S viz.LS Pi— 33 (3 8 2. Descript(on of.impn ©-,F- 3. Owner(ss name and adc ess; 1)0 Lo (2-E-$ Sr R.1. N c -F s 3147 ? `�8 Sr m -t I. 'S 4012-LS FL 3313& Interest in I roperty: 1 S (D f4L)C5 Name and ddress of fee simple titleholder. NIA- 4. Contractor's name and address: 1083 5- 0Z3 54. JA-. FL. .'3o13 5. Surety: (payment bond required by owner from co Name and ddress: ^j /T — � Y'`DA, COUNTY OF D Y r that Wsis atnie :, oft "Mine' fi f7 Mt office on - ' •;A day V y 20 Amount of nd $ ./i■ 6. Lender's name an • a• • ress: !Ir1 IOPI 1�'ft7��_ Vali? If 7. Persons ithin the state of Florida designated by r upon whom notices or other documents may be served as provided b r Section 713.13(1)(a)7., Filotida Statutes, Name and address: N 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section p3.13(1)(b), Florida-Statutes. Name and address: NjA-- 9. Ecpirati date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d� e dill t is sp re',. Signa Print Owners Name G-F aS Sworn to and subscribed before me this,1Q day of ()GTrP ye I Notary Pu Print No My commi Prepared by -PE 1-‘"--Z4--f1 20 11 . 30s bq►`11oi s Name S.1-.1 I ion expires: 123.01 -52 PAGE 4 10/04 SHIRLEY SPARKS PfF121�S+ < I- -'e.of Ronda � ' � ' My Gering. Dohs M.s 12.1013 • '`, ``g At Commission • 00111139131 bad Through National Notary Assn. I aware. - - -.._ Address: ty 3 £ • .23 4- Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores,FJorida.33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: I° • �& 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: boLQ C, .F L5 Property Address:3 L 7 i E. R 1= i ;11- 3313 8 Roofing Permit Number. Dear Building Official: -certify that I am not required -to rel:rofit-fie rooTto waif connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) LOR S C•Ri 'E_LS Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she js ieowneiftyttelbQve_prgpgrty_mentioned. Sworn to and subscribed before me this 2--g day of O� rz'N''w SHIRLEY SPARKS • Pon - State of Florida My Comm. Espfree May 12, 2013 4. ° Commission # DD 883981 1 ' �t�rn;�' Bonded Through National Notary Assn. Notary Public, Sate of Florida at Large,�� ��` . _ • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Report http:figisims2.miamidade.gov/myhome/proptext_printasp?fo... My Home Property Information Report Summary Details: Folio No 11 -3206-013 -5621 Property: 347 NE 98 ST Mailing Address: DOLORES I SPRINGFELS TRS 347 NE 98 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/4 Floors: 1 Living Units: 1 Adj Sq Footage: 2,823 Lot Size: 11,500 SQ FT Year Built: 1961 Legal Description: 1 53 41-6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 16 & 17 BLK 41 LOT SIZE 100.000 X 115 73R131128 COC 26503- 4802 06 2008 5 Assessment Information: Year 2011 2011 2010 Land Value: $25,000 $143,336 $179,170 Building Value: I $223,054 $224,483 Market Value: $50,500/$130,965 $366,390 $403,653 Assessed Value: $25,500 /$153,284 $181,465 $178,784 Exemption Information: Year 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Widow: $500 $500 Taxable Value Information: Year 2011 2010 Taxing Authority Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,500/$130,965 $50,500/$128,284 County $50,500/$130,965 $50,500/$128,284 City $50,500/$130,965 $50,500/$128,284 School Board: $ 25,500/$155,965 $25,500 /$153,284 Sale Information: Sale Date: 6/2008 Sale Amount: $0 Sale O /R: 26503 -4802 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales [Close window] [Click here to Print] This report was created on 10/27/2011 1:33:11 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 1 of 1 10/27/2011 1:33 PM ANCHOR ROOFING COMPANY 1083 East 23 St. Hialeah, FL 33013 Phone 305-691-7707 Contract Proposal Dolores Springfells May 16, 2011 347 NE 98 St 305- 335 -1415 Miami Shores, FL 33138 Job Site: Same amontIMIMIninoS Re- roofing of tile roof tip rop ximately 4,200 sq ft) as follows: Obtain roofing permit, all required inspections, and engineer's uplift test. Tear off existing roof down toythewood-deck and -haul away debris. Tin -cap one 30# felt to the deck according to code. Install new 26 gauge galvanized drip edge, valley metal, chimney flashing, a vents, and lead stack flaslrings.. Mop` one ASTM 90# slate with hot asphalt. Install a hip & ridge tile reinforcement system according to code. Install a standard 13" flat or a double roll cement tile, in owner's choice of color, using a Miami -Dade County approved foam attachment system. Clean the grounds of roofing debris. Price: $28,500.00 5 -year company leak guarantee Note: The price includes 1 .of Feplacemeat;{dee1dngonly.) Additional woodwork or replacement and re- nailing of the deck (if necessary) will be billed at $40 per man -hour plus materials. Exclusions: Permits and work by other trades, painting of new wood, and any additional work not mentioned above. 24 o o —' 60.25. I( Terns: 10% deposit with a signed contract, 25% upon roof team 25% upon mop -in, 30% upon tile delivery. Balance due upon completion and final inspection. NOTE: All totted wood to be replaced on a time and material basis or as noted in contract Additional concealed roofs will need to be removed and Ruled away, this Webb: alai work if necessary will be an extra to the contract price. It is agreed that the owned pay additional cow to perform this work. Due precaution will be taken when working around roof gutters, however we will not be responsible for any damage to the gutters. It is recommended that they be removed prior to re -roof work cotimvancement This proposal when accepted shall constitute the entire agreement the parties hereto. We will use precaution during inclement weather when re- rooting, however, we shall not be held r+esponslble for any interior damage to building, including plaster, braidings and personal belongings during progress of work. We shall not be responsible for any damages or delays due to stales, fire, accidents„ or other causes beyond our control, nor for inherent defer hi the premises or structure in which work is to be preformed on. Due precaution will be taken but contractor must be allowed access to buildings and will not be responsible for any damage to lawns, landscaping, sidewalks, driveways, sprinkler systems, water lines septic tanks or lines, screen enclosures, pools and patio decks. Please be advised that in the areas where you have open beam ceilings there will be light debris and dust sifting through the sheathing boards. Failure to notify us of open beam ceilings could result in nails penetrating sheathing boards in which we roll not be reponsille for Please take precaution in these areas to cover any carpet, or frnishing that you do not want to get soiled, as we cannot be responsible for any damage. Any loose objects should be taken doem as vibrations from work could cause damage. This agreement constitutes the entire understanding of lie parties and no other understanding shall be binding unless in writing signed by both parties. Any unpaid balance shall bear intetcst at 18% per annum, and all cost incurred in collection including attcaney's fees and court cost shall be paid by the Contractee. This quotation is subject to revision if not accepted in 15 days. When this , .,, is accepted please sign and return one copy, which will be our to proceed with the work. All invoices are due CC C1326710 _A Am .4111110—d ROOF ASSEMBLIES AND ROOFTOP STRUCTURES G\I 0 1 2011 Vi !age e p rz r--r e e, r - 19 EY DATE Florida Building Code Edition 2007 1gh- Velocity Hurricane Zone Uniform Permit Application' Fbrm. !N'It;17 UJITH Al L Fro RAF. Saetinn /ranrar�l Infnrnnatinnl \'ii' �t!''IJi nun �r!s �e_ tVIo 1 Contractor's Name 1- 1p SSao R l OO O F Q C- 04, PA-J ' Job Address 3147 A�) �A �"�'' 1k i 5 o - 1r 33 13� ❑ Low Slope ❑ Mechanically Fastened Tile ;x" Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles Master Permit No. Process No. ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) � Steep Sloped Roof Area (SF) GI 7_00 Total (SF) if 2..90 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. .11111■211111.111101111 No MTIEMr -.- -. "Err I.r7 l FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES: AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Sow:finn n (Rf p SInprad Rnnf Syctpm) _RooLSytst Manufacturer: (4. c-1, 112‘040vt ?gob, VCr Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable- (From RAS 127 or alpttlatinns r�. _P _ . PP1• 5.1 P2: 7 %.6 P3: -'116P 1. Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: _3_: 12 Ridge Ven I tion? Cupp, Sinprl. Rnnf Syctam: rirkinrfptinn. Deck Type: UJoo1■, ?L-A-i`I & I Type Underlayment Insulation: Fire Barrier: Pt-Si:fdl 3o N %" Mean. Roof Height: I I FLORIDA BUILDING CODE — BUILDING t14--‘ t %`R�5 NAtt34118 -nil CHs 11- F�I✓i -b to LAPS >t s rtd 'o. -SLI ' Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Roof Covering: Type & Size Drip Edge: GyotjtAtA-Nmc-}0 416,-Pt 34f(" (oval 1 t/L 'R IS High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) _ for Moment based tile systems, chose either Method 1 or 2, Compare the values ferMr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" M9:1.62;5= Mn: 1 [,,; `i ; .NOA Mf: , N C-ba UH. P 2: XJt Ella M9 : 034 Mr1: WS1 NOA Mf: ETIV ., -pAhb P3 !l Mn: _ •_ �.. _�pa�,x h � -�•.$ � Mg: MM' �(o. a._�,NOA Mf• I'�I`..� +:� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height In Feet 15' 20' . 25' 30' 40' Roof Slope 1 d .L 4. 1 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 30fi 32.4 7:12 24.4 25.9. 27.1 28.2 30.0 *This Table must be used In conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 MIAM •DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov/Imildins/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 'modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building. Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Mnlibu Concrete Tile-- - - LANKLING: 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 renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building 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 Applicant Dimensions Malibu Concrete Tile 1 =17" w =12'A" %z" thick Trim Pieces I = varies w=-varies varying thickness Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at -hips;- rake ridgesand- -valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aeency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier PRI06178 Test Name/Revert TAS 112 7161 -03 Static Uplift Testing Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 25- 7094 -1 Static Uplift Testing --- TAS402- (4" Headlap, Nails, Direct Deck, New Construction)❑ 25- 7094 -7 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) 25- 7094 -4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 25- 7183 -1 Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct Deck) 25- 7183 -2 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) 94 -060B 94 -084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -76 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 TAS 102 (1 Quik Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, Iric. Evaluation 25 -7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25 -7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25 -7584 December Calculations 25- 78041)-8 1996 25- 78044 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. • Calculations Restoring Moment Due to Gravity Sep. 2006 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 in accordance with TAS 1.06 may required, refer -to- applicable building -code. 33 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. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile 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 (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - a. ft) Tile • Profile a. (ft) Batten Application a. (ft) Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7" :12" greater Battens or Direct Deck Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 , 5.93 6.25 5.77 6.08 Table 4: Attachment 13esistance- Expressed - -as a- Moment = iyf 1b for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring,Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave CIO) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 I 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. NOA No.:11 -0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive` 28.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoatn Product, Inc. Average weight per patty 8 grams. 4 Large paddy placement of 54grams of PolyPro Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProm 86.614 Polyffoam PolyProN 45.66- 4 Large paddy placement of 54grams of PolyPro 4 Medium paddy placement of 24grams of PolyProw. 5. LABELING : MI tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below) , or following statement: "Miami -Dade County Product Control Approved ". E Roe' " FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING : MI tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below) , or following statement: "Miami -Dade County Product Control Approved ". E Roe' " FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 6 of 7 . 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 331754474 T (786) 3154540 F (786) 315 -2599 www mlamidade eovibutldine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the MU T (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descried herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DES_CRrnTioN: PolyproC0 -AH160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. �r13i +.`7±.Jds.iul:j,e APP 1nYED I NOA No.: 11-0124.04 Expiration Data OSi10/12 Approval Date: 04 /14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file 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® Al! 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: fact Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack®30 & 100 N/A Test Sneelfeations TAS 101 Product Descrlution Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted RoofTfle Asiumbly lhavinga_cwrentNOA which lies ninoment resistance values with the use of Polypro All160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Tat ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 ASTM D 2856 R � 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Change @158°Py 100% Humidity, 2 weeks 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.: 11-0124.04 Expiration Date: 05/1W12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Amens, Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA 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 Ranh 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[13 ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celot= 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® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlaymeut shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assembles shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W F'— �1l1„lylSr 1 +1` .!a ;ill )f PPROVED MS NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Data 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 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® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. 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. Installatioon must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the °A" component and the 'B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foamipro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight & Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grapes) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 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. FPPOYPD NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY I APPROVED I NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration late: 05/1W12 Approval Date: 04114111 Page 7 of 7 • 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. 1. 2. Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of viding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be refiailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. /25 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing _to be- perfomaed: 4. C2> Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 7)5 Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. p5 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge 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. .p Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner /Agent's Ftgnatur° Date Revised on 7/9/2009 LD Contractor Signature