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526 NE 97 St (7)Date Type Insp'n Permit No. Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address 5 G o Company For Inspector: 2'1Z '7) o 1 Name a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date';''' Time Type Insp'n Permit No. N Address Compan Phone # PS 36 i1 r For Inspector: \,,L1 r� O Name : date Approved Correction ❑ Re- Insp'n Fee ❑ 2 MIAMI SHORES VILLAGE S 6 � BUILDING DEPARTMENT 5 305- 795 -2204 Building I tion Reques, Dat3��►e Type Insp'n Permit No. Na Address Company Phone # 1 r ^ ' 33 For Ins .el to r / 1 -1/N .iNam & Date Approved Correction Re- Insp'n Fee h Permit No. a ' . Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date _ ,)Time Type Insp'.n Address -4 , 1 1, • Company ` 1Gr_iC k Phone # Approved Correction Re- Insp'n Fee ,Z))/2), For Inspecto d , p r ii ? Name & ! ate 9 Dat Type Insp' Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin: Inspection Request Nine , VJC Address - U- CompanA4 Phone # For Inspector 404 Name & bate Approved Correction ❑ Re- Insp'n Fee ❑ g; •PFMMIT APPLICATION FOR l' (OWNER Date / t Job Address `v 6 A/ � Legal Description k; i "1/e/ ' 9 e AfJ !/ A/%aster Owner / Lessee / Tenant A L ALt.4/ Owner's Address tJ /( C V / ? s Contracting Co. / 6/70F// Qualifier # cr, Po e ) A' /f? r SSit ( - 0 O /' p y / W6' State4� CC( Com etenc # Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION P - AO Lt»i' j tL �?�a � ;,-/ 6°1 Jj f'N, at v1 rX IR ( - 0 P- i 1 cki f01 / o (6', G.UC ( O 1r/i c g G,c_ 4 6 S 7G7e i4 a — e Square Ft. f r1 %/ 4-) ,`i 6o_v - C Estimated Cost 3 Y / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 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 c•nstruction and zoning. Furthermore, I authorize the above -named contractor to do the work sta ed. Signature of Owner and /or Condo President Date: Notay as to Owner and /or Condo Presi My Commission Expires: t':3 :7 Gas 4: (', �4 4e ai e7l':3 * * . * gandod Thru Troy Fain • Inauranco Inc, PERMIT FEE: APPROVED: Fire ,PD Zoning 7 Building echanical Plumbing MUNICIPALITIES OF DADE COUNTY TO RETAIN COPY) S� Address 4106/4 Tax Fo1 iI/ j"Z / Permit # j/ q - Phone Phone Ins. Co. Electrical Engineering - 2 ?-- //y(/ MECHANICAL PAVING FENCE Signat "' of Contr -'ctor or Owner - Builder Date: Ned ary (s to Contractor or Ow er- Builder M� Commission Expires: � / 9,0 Oth Ai SIGN PERMIT NO. 3 I / S NOTICE OF COMMENCEMENT STATE OF 47oK►'D44 91R239594 1991 JUL 12 10:29 COUNTY OF 'tv}nF THE UNDERSIGNED' hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Legal description of property and street address: G. 4 8 . 9 . i S Se c. '' / r`7n a.G 9' 7.5+ 2. Description of improvement: RE (p o'RI'i`i 3. Owner(s) Interest Name and Ul, 1� STATE O F FLORI G OVNIV OF DADE this 1s cRTIFI that IaNv na aiil i/ njhis oi iioe on name and address: +4-IEJFN cut .s h M A� ,sac i.JE 9'i S4- w„ vi-N., Seto la sr s 1 1CL 13 5 In property: t...• "../ address of fee simple titleholder: 4. Contractor's name and address: 1404cA got gA 7 3U6 ndE 5 9 15+ - ' m�ml , aA • 5. Surety:(Payment bond requ 1 red by owner from contractor, If any) Name and address: 6. Lender's name and address: r.9 Of--) 7. Persons within the State of Florida deslgnated•by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: //, 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) TAX FOLIO NO. , / jc ( 50 6' .Signature of Owner Sworn to and subscr l this � day o Amount of bond $ 4 d before me , 19_/ Notary Public Thru i My Comm I s s I o n Ex :Notary Publir ttato of Florida My Commission Expir Sof 12 Bonded .1993 . -" roY Fain • Insurance Inc. MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat / O � Type Insp'n Perm' No. me Address Compa Phone # Inspection Date Approved Correction Re- Insp'n Fee cstl Date Type Insp'ns ,,d\ ,Li``V Permit No. J3 p Name Li V f » Address C c t / 7 1 \ , ' Company ) „�--�) ) Phone # Inspection Date s') Approved Correction Re- Insp'n Fee r Q' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request G'. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui din • Inspection Request Date Type Insp'n Permit No. P £ raa Name � Address 52)G, t.scci_ 04- S4 Company row° ) c Phone # Inspection Date 1) 5 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 1,`"° Type Insp'n , Permit No. " ( Name Address ,:!) Company \--)C Phone # Inspection Date 'f Approved Correction Re-Tnsp'n Fee MIAMYHORES VILLAGE e BUILDINGEPARTMENT 305- 795 -22 Builqling Inspection Requ.. l2 -CC Date Approved Correction Re-Insp'n Fee Type Insp'n j1 Permit No. 6 -4 _63 Name W r��.�, Address "� �� q 454 Company paww.f-e v e-CL Phone # Inspection Date '1 .2.8 ,Q) BUILDING DLL 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address ? Company f r � . . Approved Correction Re- Insp'n Fee Phone # Inspection Date / !, -'; � Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 C p l -' ED 26 51 76 2 r 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 -40 Owner's Name '3 1M Job Address ( U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Roofing Contras 2 r: u F-60 F Type of Tile: � - A ' - — F 1 P,T ` Approximate Roof Height:�feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: 17 6 � ft2 t/ Ladder Required Testier Force: 35Jbs. Testing Equipment: Chatillion 100 � Date Tested 1 ° (12 ° Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 P . E . , / /.fr 3 -v¢ TEST RESULTS P = PASS, F = FAIL Permit F 04- 60Z Project Date Installed: - 7 —1 'C4 Roof Pitch: l ft- Other f Z IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES THIS REPORT SU: ITTED BY: PRINTED BY UNIQUE GRAPHICS: 954-484-9923 FAX: 954484-9967 .� ." °6046 ' � ' ! ' | �-- ' . . ' . . . . � . -_-� � . � � . ! : ! • { ! | ' � ' .. ' . . . . . , . . ' . ' • � / • . � / �-�� / ! •` i / ' | / / / | --1 / / | ' � / '' / � | • • • ' / / ' |i • / ! ' '/ ---' i / / __' -^-- - 1 � --�-- i I / / ' ! � � .- ' � |`/ ! � | � ' / � | ! i / ! / � • ' � � i i I •( | '1 �;� / / ( : | | • • �` !�| � . . � . . � | // | / ! // . : / / ! --L----- -- -- ! `--------| ' | . . ! • ! / / i � | ~- u< �� K�, -' 5 �� ' - ' .-^ -�°J�'^�-� - �°^��\ �3 �� | | | Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -602 Printed: 5/6/2004 Applicant: JACK ULMER Owner: JOB ADDRESS: 526 NE 97 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # 1132060171530 Permit Status: APPLIED Permit Expiration: 11/1/2004 Construction Value: $7,000.00 Work: TEAR OFF RE -ROOF TILE WITH MONIER COLOR THRU TILE Signed: (INSPECTOR) Building Permit Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 6 TO 8 INC BLK 99 LOT SIZE Fees: Description Amount FEE2004 -4585 Building Fee $275.00 FEE2004 -4586 CCF $4.20 FEE2004 -4587 Training and Education Fee $1.40 FEE2004 -4588 Technology Fee $6.88 FEE2004 -4589 Scanning Fee $15.00 Total Fees: $302.48 Total Fees: $302.48 Total Receipts 0. 00 {31 • O g � In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Le al description of property and street/address: L 7-)'1c 2. Description of improvement: ' e 'rt2 3. Owner(s) name an ddress: MIAMI SA D r`L°� Interest in property: wn e Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, Name and address: Amount of bond $ 6. Lender's name and address: MAHbt1 Iii Vi i, LLclu<, of Cron ?and County Caws 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be servers provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration di rent date is specified) Sibnat Pri t re of Owner vner's Name =ACV- kAL Sworn to and subscribed before me this or / , 20 Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 "At'. Irene loleno MYCOMMISSION# nDn5n178 FXPIRFS • � a:�� ; September 12, 2005 ; os h ,,,� BONDED THRU TROY FAIN INSURANCE, INC SG26 IVE ®nf1�•,:.: , •tCy ilk (Ae nfhce GG 111111111111111111111111111111111111111111111 if any TATE OF Ft.ORst�1A CO Of DAD2 Pies . ! :ER77F v r ;a: :r,,$ es a tnd a.E F?D1 Ir4 tvin - S.q Clirciai scat. CFN 2004R03226 OR Bk 22267 Ps 4720; fins) RECORDED 05/05/2004 14 :32:37 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNT'f P FLORIDA LAST PAGE date is 1 year from the date of recording unless a Prepared by Address: i ' : o p iavtitik 153 Dre3 1 Otlfb i :' ✓ � eco ^ �� '/ Ruidga R BUILDING PERMIT APPLICATION FBC 2001 Owner's Address 52 b f Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village is Building Historically Designated YES Contractor's Company ame 1 Contractor's Address (: City , \A a_01 l I Qualifier pt&i -1 n 1 ry $ Value of Work For this Permit ' 1 000 8, real i* 43u2. CC Submittal Fee $ L Notary $ Scanning $ Code Enforcement $ rt- Training/Education Fee $ Radon $ Total Fee Now Due $ RS' Q t VJ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) C L)< l,' 1 vV\ e Phone # '3 E City M l ekYV\ 3 he) r' 5 State FL. P•o,A,, )0,1 el< 2X 3t� State L Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ❑Alteration jj ❑ l � New ["Re cu pair/Replace 0 Demolition 7E'c Describe Work: x C - k 4 e. X 1 S T 111 —T I le- ro l�4 ( 5 � e v h U ' e 1 ck. c . c c. ► -e w L e _�` e .r cc lc r l 1 t - 4 - fir=` ' S l i A A C , i ; ICI r --1- i le_ C� 4 , Icc - r� e-- `'' 5 , €i'h * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ County Miami -Dade NO v c : 0 Structural Plan Review. $ Zip 3 ) 3 8 Phone # Phone # Zip Zip S 3 1 CCF $ Technology Fee $ Zoning Bond $ e vi t Master Permit No. Square Footage Of Work: 15 OC Permit No.C9 f 7.- W / - ‘262.- Roofing l /7.5 '75/-1 C LI/ T� p� 0 CO /CC Ca? 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 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 day of Signature NOTARY P Sign: Print: ?y, IrcncTolono My Commission Expire •; *_ MY COMMISSION # 00050178 EXPIRES �. ��..; September 1112, S200N5 F Nc * * * * * * * * * * * * * * *�tic�t�kat ds li *** 1P7tfr'7r YCXiYYE R iki<ai ****ic*** * *** *** * **** ** **** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 12/15/03 Owner or Agent trument was acknowledged before me this 20 t)4, b}�—J P k L LM,IiIN..._ to me or who has produced who is persorially kno�aaito me or who has produced As identification and who did take an oath. 3' Signature Contractor The foregoing instrument was ackn ledged before thi of u. , 20 �, by L— • _'*�••` EXPIRES: August „ r r £s' 9 126,2007 • Bonded Thru Notary Public Underwriters NOTARY P Si P My Commiss identific ' : and who did take an oath. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY - 6 1004 Plans Examiner Engineer Zoning J Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Perna No. Contractor's Name Section A (General information) Process No. feUk ga,VV6klek Job Address 5 V. FT. (19 th ROOF CATEGORY tsiLow Slope 0 Mechanically Fastened Tile k2r 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR-RAS 150 ARE THERE GAS VENT STAC • YES CI NO ROOF TYPE TYPE-NATURAL 0 LPGX 13 New Roof iiiRe-Roofing 0 Recovering 0 Repair 0 Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) L OO 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. onimmummmosommo o mmom mo m mmmumummoommommoomonuir.ommm•m•om•u••••••••••••m••m•••• IIMMMIMMIAMMMOIMMIMMIMMIMMIMMUMMIMMEMMMMEMAIMM4MMIAMMMMINIMIMMEMMIIMMI MMIMMEMMIAMM MINAMMIMMMOMMAIMMAMMAIM IIMMEMMINIMMOMMMWE"IMMIMMIMWmwm__„ ammummi ommommummoimomiimom imommomopmmumcmimmmmommoimumisommmimummm mium immmommomm m l ommoimmmom ummommummmommossommuummommumwssommommommummumumm mosso mmmummoo ommommimmo ommummpimimmommommmoommommumummummumwoommomumwoommum mourn. 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I ico n ' 20 Foern. ment Field: � oc ® Lap, # Rows � "I - oc Perimeter � b -0c Lap, # Rows L @ k- oc Design Wind Pressures, From RAS 128 or Calculations: Comer. 1 ' oc @ Lap, # Rows @ ''T ' oc Pmax1: L= Spmax;'1 i3 P max3: " I 1 i4 Number of Fasteners Per Insulation Board Max Design Pressyre,,Frga l the Specific NOA System: Deck Type: �( 6 v �0 i r l Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, •Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, A h e e Bondin o ' Height of Base Flashing, Component Material, I rj� t', e If F std s.► ` 1 r / S .� , t A( k/ Material Thickness, Fastener Type, Fastener pacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Gauge/Thickness: 5 1e6 11 Slope: I 1 Anchor/Base Sheet & No. of PIy(s): t p `y base_ • - Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Florida Building Code Editio` I;Igh Velocity Humkane Zc s lJirt�fonn Perittit Ply Sheet(s) & No. of Ply(s): P I y I h erg 1 CtSS Ply eet Fa ner n Material: IN �p t e A ( Bdin Top PIy. Cob\ F MI ht'rG &1 (up 5hef + Top,RtyF r st�ne T Material: Surfacing: f \ '' CLL5p x3sakv dr■p P �., )•-0/ -F; o e C bc`Ss.[ \ ' -b 3 t FT. Parapet Height i0 Mean Roof Height Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 1 111 6 P2: )00t6 P3: 1 O Q i7 Maximum Design Pressure (From the NOA Specific System): 11 Method of the attachment: • Steep Sloped Roof System Description dheslve Type ' r Cap Sheet: oof Covering: Type S Size Drip —r 1 die: r - - Florida Building Code Edition 2002 H h V -.. Hurricane Zone Uniform Perml • • Form. Section E (Tile Calculationsi For Moment based tile systems, choose either. Method 1 or 2. Compared the values for M the values f om M,: If the M values are than or equal to the Mr values, for each area of the roof then the die attachment ethod Is acceptable. nt Basell ale Cal . .. , Per RAS 127" (P1: ■ ' O zj ' s 11 Mg: b l J 4 Q (P X. o �. L� - Mg: � NOA (P3: • 1. x _ . _ 1 L M g: r a 16-►L NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 11% *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 F,. If the F' values are greater than or equal to the F values, for each area of the roof, then the file attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: z1: z w:— ) —w: z cos 8: z w: - ) — w: z cos : � 8 = Fes: NOA (Ps: z1: z w: ) — w• z cos 8: = F NOA F Description Where to Obtain Information Symbol P1orP2orP3 ° Design Pressure Mesa RoorZ Roo[ A0 ReaIc b,j Moment due b Oravitt Attachment Redman Requited Moment Raddynce Minimum J►rec meat Reiman Requited Uplift Radataooe 1ti 11 Job Site e Job Sib lbts Mr P' Where to find RAS 127 Table 1 or by an cadoeeaeg anafyds peepued by PE 7 NOA NOA NOA AwingTl6 Wei�t W Calculated Awing Dlmsaa�ios W NOA lung NOA wo wit* All caliteatiooa mast be sobminedto the Handing OfHchd wile time &permit arylicatim. bawd= ASCII Odculabd NOA 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 owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. N \'71. 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 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. ;1_ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be rena d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). A, .: 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. (PA( Exposed Ceilings: Exposed, open beans ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 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. 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 roofing system is removed. Ponding conditions should be corrected. A . \IA') 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. �.�7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inferior of the structural 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. Date Contractor's Signature er's /Agent's Signature CADOCUSI E- flcmOLOCALS- 1\Trmp\SECTIO3 1S21.doc M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued tinder 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 (A1IJ). 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 MU 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 High Velocity Hurricane Zone of the Florida Building Code. DICSCRIP'I'ION: CAP Conventional Built -Up Roof System for Wood Deck. 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 al the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA Nu: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 air 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type; Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix M 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat ® Emulsion (Matrix Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix" System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (IVIatrixT" Standard Wet/Dry Roof Cement 204) RUBEROID© Modified Bitumen Flashing Cement Jetblack Prerniurn Flashing Cement GAFGLAS® #75 UAFGLAS #80 Ultima 13 ase Sheet GAFGLAS Flex PlyTM 6 Roofing BUR Wood -75 psf See General Limitation. #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Stiecitication Product Descriution ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 ASTM D 4601 ASTM D4601. ASTM D 2178 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 034501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 2o'f21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENTO Eliminator Perforated GAFGLAS ® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID SBS Heat - We1d m Smooth RUBEROID a SBS Heat - We1drist Granule RUBEROU)® SBS Heat- Weld" 170 FR. RIJBERO1D® S13S Heat - Weld'M PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet Ruberoid® 20 Ruheroid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 1 rneter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with wide polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with wide polymer- modified asphalt and smooth surfaced. ASTM D4601, Premium glass fiber reinforced SBS - Type II, UL modified base sheet Type G2 BUR ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat. ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. I meter (39.37 ") wide 1 meter (39.37 ") wide RUBEROIDO SBS Heat- 1 meter (39.37 ") Weldor 25 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide Test Specification Product Description ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D-6 164 Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA Nu: 03- 0591.05 Expiration Date: 11 /04/08 Approval Date:10/23/03 Pnge 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID n MOP 1701 RUBEROID© MOP FR RU1313RO1D3 TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROIDO TORCH FR RUBEROID 170FR TORCH RUBEROID It 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Test Dimensions Specification 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide RUBEROID x0 TORCH 39.37' (1 meter) Smooth wide Product Description ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164- Non -woven polyester that coated with ASTM D 5147 polymer- modified asphalt and smooth • surfaced. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM .D 6164 Non Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified biturnen Membrane, smooth surface. 39.37" (1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced wide with mineral granule. 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt wide ASTM D 5147 modified bitumen membrane, granule surface 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. 39.37" (1 meter) ASTM 1) 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM 1) 6298 Woven fiberglass mat coated with Polymer wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM 1) 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11104/08 Approval Date:10 /23/03 Page 40421 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro AluminulT! Roof Coating .Fibcred 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateT" Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(,'Matrix 715 MB Coating) Weather CoteTM (Matrix 531 WeatherCote® Elastorneric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 39.37' (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. Fiberglass reinforced shingle underlayment 4 sq. roll 30 lbs. 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM D312, Interply mopping and surfacing asphalt Types 1, II, III and IV 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM 03019 5 gallons ASTM D3019 Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEI3S Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 5 of 21 • .1.u.. MYV I 1 1" 11J111. , vvIIeeleI 10. /s Product (R.ubcroid ®MB) Matrix 202 Select S13S Flashing Matrix 203 Standard :Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Eibered Aluminum Matrix 304 Select Non - 1 :ibered Rt.JBBROID() Modified Bitumen Adhesive APPROVED INSULATIONS: 1'Y ROX White Lin Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAPTEMP Isotherm R, RA, RN & Composite, FnergyGuard RA GAF.1'EMP® Composite A & N ,�a1C• 144cuu) 1101e: I:,o.,o rm Test Specification Product Description ASTM 1)4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM I)3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM 1)2824, Non- libered aluminum pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type Ill: TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Perrnalite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlitc. board (HMCA)GAF TEMPO Fiberboard I� Af , I'[ MP® Peruoalite GAFPEMP GAPCANT'M FITLM1' 1'erinalite Recover Board G Al TEMP GAFEDGE'' M Tapered Edge Strip (1IMCA) GA. 1EMPV High Density Hight density wood fiberboard insulation. Fiberboard BMCA EnergyGuard, RA Polyisocynurale foam insulation ItMCA Composite I:.nergyOuard, RA Polyisocynurat.e. /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA Nu: 03- 050L.05 Expiration Date: 11/04/08 Approval Datc:10 /23/03 rage 6of21 rage , 01 cC APPROVED INSULATIONS: Product Name ACFoam 1, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 3. GAFT.ITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galva ltune Plates (Drill - Tec:® Metal) 5. Polypropylene Plates (Drill -Tec a Plastic) 6. Dekfast Fasteners #12, # l4 & #15 Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFI'ITE® (Drill -Tec®) ASAP TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiberlMincral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for . steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/2" GAF Materials Corp. 3" and 3'/2" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 I'age 7 of 21 APPROVED FAS'1'i NERS: Fastener Number Product Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Iusul -Fixx Fastener 19. lnsul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalurne hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 1 /a" 3 "x3' /d' Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. F1. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. OD0A8.AM J.I. 0D1A8.AM J.I. 0Y9Q5.AM GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: O3- U501,05 Expiration Date: 11/94/08 Approval Date:10/Z3/03 Page 9 of 21 NET 3alisFAXlion From: JWheeler To: X Deck Type 1: Deck Description: Wood, Non - insulated 19/ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Dale: 12(2/2003 Time: 1:58:36 PM Page 19 of 22 Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS HeatWekjTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base 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 Ply''M 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF 1TE) #12 or #14 Screws and 3" 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 Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTPI'E) 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 — 60psf, See General Limitation #7) . GAFGLAS #75 Base Slieet or any of above Base sheets attached to.deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 01'21 t NT SatisFAXlion From: JYVheeler To: X • Maximum Design Pressure: Date: 1242/2003 Time: 1:58:36 PM Page 20 o122 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20 %; plus gravel or slag with an application rate of 4001bs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 19 of 21 W001) DECK SYSTEM LIMITATIONS: • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically anchor sheet. 2. Minimum' /" Dens Deck or 1 /2 Type X gypsum board is acceptable to be installed wood deck. CENTRAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation my 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 moppin of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically 3. attached using the fastening pattent of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel sire shall be 4'x 4' maximum. 4. An overlay and /or recovery board insulation p;urcl is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base. sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of Ile ships 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. 111cric: Spot attached systems shall be limited to a ntaxintunt l esign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Mini tnunt Characteristic Force ft) value of 275 lbf., 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 '1'AS IDS and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall he increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is speci Cc:ally referred within this NOA, General Limitation 119 will not he applicable.) 8. A11 altacluneiat and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with 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. c field, perimeters, and confers). Neither rational analysis, nor extrapolation shall bept for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation 117 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END Oh T1IIS ACCEPTANCE fastened base or directly over the NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Datc :10/23/03 Page 21 of 21 Roofing Systems (TGFU) Continued GAFGLAS tt8(t Premium Base Sheet may be used in any of the following • systems. "GA:=glac Flex Ply 6" is a suitable altemate to "GAFglas Ply 6 " "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C-13/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocvanurate, urethane, perlite; isocvanurate composite, perlite/ urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "CAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocvanurate, urethane. perlite / isoc.anurate composite, perlite ! urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Type GI "GAFGLAS Ply 4" or ' Ply 6 ". Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet•'. 3. Deck NC Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocvanurate, urethane, perlite /isocvanurate composite, perlite/ urethane composite, wood fiber /isocvanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more lavers Type GI "GAFGLAS Ply 4" or "GAF- CLAS Ply 6" Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck NC incline: 1 /2 Ply Sheet Any L: L Classified gravel surfaced Class A asphalt glass fiber mat system. 5 . Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed deck. Base Sheet: One layer of Tvpe C2 "CAFGLAS #75 Base Sheet" (may he nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6 . Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply. Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One laver of Tvpe C -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck C -15/32 Incline: 2 insulation: One or more layers perlite, glass fiber, isovanurate, ure- thane, perlite % isocvanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Tvpe Cl, C2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap Sheet "GAFCLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Insulation (Optional): One or more layerr; wood fiber, glass fiber. csoeyanurate, urethane, perlite / isocvanurate composite, perlite/ thickness. composite, wood fiber /isocvanurate composite, phenolic, any Base Two or mor; layers of Type G2 or G3. Pl Ply Shed d( OptiOnal): One or more layers of •Type Cl. • Me mbra "R One d or more layers of " Ruberoid Torch" (smooth or granule) or 'b Torch Plus" (granule), " Ruberoid Mop" (smooth or cold Mop Plus" (granule). ti 5. LOOK FOR THE UL MAR ROOF COVERING MATERIALS (TE1/T) 17 Roofing Systems (TGFU) Continued Cap Sheet: "GAFCLAS Mineral Surfaced Cap Sheet", hot mopped 1. Deck: C -15/32 Class B Insulation (Optional): On or more 'avers perlite. wood Incline: 3-1/2 fiber. ghat fiber, isocvanurate, urethane, perlite /tsez•aaurate composite pe;hte urethane composite, wood fiber /isoc�•anurate composite, phenolic ar thickness. Ply Sheet: Twu or more lavers o' Type G1 '•GAFGLAS Ph 1• c , "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Slice: h„ mopped. 2. Deck C- 15.132 Incline: 3-1:2 Insulation (Optional): One or more layers perlite, wood fiber. ;Ia> fiber, isocvanurate, urethane, perlite!tsocvanurate composite, perlite tyethane composite, wood fiber; isocvanurate composite. phenolic an. thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more lavers of " Ruberoid Torch" (smooth o granule), " Ruberoid Torch Plus" (granule), RuhenaJ \t " (smooth o granule) or " "Ruberoid Mop Plus" (granule). op' Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheet". hot m.•i'1'e 1. Deck C -15/32 Class C Insulation (Optional): One or inure layers e perlite, wood nbvr. gla,: fiber. isocanurate, urethane, perlite / isocvanurate composite, pe urethane composite, wood fiberftsoc•anurate composite, phenolic an thickness. - Ply Sheet Three or more lavers of Typ G1 "GAFGLAS Ply 4 • or "CAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 Ibs!sq. COAL TAR FELT SYSTEMS WITH !(OT ROOFING COAL 7 I. Deck: C -15/32 Class A Insulation (Optional): One or more layers perlite. wood fiber, glass incline: 1/2 fiber, isocyarturate, urethane, perlite; isott•anurate composite perlitel urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Tvj'e G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal, tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck: NC Class A Insulation (Optional): One or more la n er 'n white, wood fiber or bliss 2 r fiber, 2 in. max. y - Ply Sheet 'three or more lavers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Surfacing Crundv industries "al MB Alur7iinum Roof Coating " - al• 1 -1/2 gal /sq.. • - insulation (Optional): One or more layers perlite, - 2. I3eck:'NC Incline: 1 wood fiber, glass • fiber, isocvanurate, urethane, perlite /is.oyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Tvpe GI "CAFGLAS 1'h• 4" or "GAFCLAS Ply 6 ". • Surfacing "Weather Coat Emulsion" at 3 gal /sq. • 3• Deck: NC insulation: One or two layers "1 sotherm Incline: R ", 4 1 in/ .2 , hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Insulation (Optional): Isocyanurate, Incline: 2 wood fiber and glass fiber, any thickness, r mechanically fastened. �� " Be Sheet One ply Type GI or G2, mechanically fastened or hot mopped. ply Sheet One or more plies Type GI or G2, adhered with hot roofing asphalt. S acing: "GAF Premium Fibered Aluminum Roof Coating", 1 -1/2 gal sq or "CAF Weather Coat Emulsion ", 3 a / 5 9 De c ' NC $ 1 IroWation (Optional): Perlite, lass'fibe ;Ifni. 1 mechanical! fastened, k ti line: I oeyanurate, wood fiber, • y �Y ckness. K ON RODUCT 62/28.93 11:20 9544914489 • r ? MIA M 1 •DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PROM CT CONTROL DIV1S ON NOTICE OF ACCEPTANCE (NOA) Monica Lifctilc LLC 135 NW 20 Street Boca Faton, FL 33431 ABC 0130 -TILE PAGE 0] MIA stLOA-DE CCU TY FLORIDA METRO-DI.Jt. FLAGLF1; BUiLDING 140 . WEST RACIER STREET. SUITE 1603 `ttAMI FI.CRID, 33130 1563 (305)3 75 = :X (3 15) 375 -29CS SCOPE : This NOA is being issued under the applicable rules and regulations governing thc use of co- s:ruct c-t r ter.ats. Thc do• :umcntation submitted has been revicwcd by Miami -Dade County Product Como: o: Dvisice and rcceptcd by the 3oard of Rules and Appeals (BORA) to be used in Miami Dadc County and other arms w }� all awed by the Aut hority Having Jurisdiction (AHJ). This N. )A shall not be valid after the expiration date stated below. Thc ylinmi Dade Cour.n• Prod.:( : Cc roi Divisioi (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadc Count,-) reserv :he light to have th s product or material tested for quality assurance purposes. If this product or male -t: fails t) pct form in thc acc pted manner, :he mr:nufacturer will incur the expense of such testing and the AHJ r-: y imrredia'ely revoke, modify, or suspend the use of such product or material within their jurisdiction. B•O ?.A reserves thc right to revo:• a this acceptance, if it is determined by Miami -Dade County Product Control Div-s•; that •! matcria fails to meet '.he requirements of the applicable building code. This pr iduct is approved as described herein, and has been designed to comply with the i i : == V•c!nc :; ! Lrr i:arie Zone 01 the Florida Building Code. DESCUPTION:-. Atlantis Shake & Slate Concrete Roof Tile LABE'.1NC: Each unit shall bear a permanent Zabel with thc manufacturer's name or :ogc. :ir:. s:c:r followii.g statement: "Miami -Dadc County Product Control Approved ", unless otherwise -c ::d :1C7t: -. RENE .VAL of this ICOA shall bc considered after a renewal application has been filed and there h :.s bc:n :to change n the applicable building code negatively affecting the performance of this prod-J: TERM (NATION of :his NOA will occur after the expiration date or if there has been a sun : :;,: ; ge materia s, use, and/or manufacture of the product or process. Misusc of this NOA as ar product for sales, adve :Rising or any other purposes shall automatically terminate this NOA. =ai :u -e :a :.ir:tpiy with any section.of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dadc County: r'� ,d, and fo :lowed by the expi - ation date may be displayed in advertising literature. if any portion or the NOA :c c•sp :a "cd. :n -: :t shall be done in its entirety. INSPE'rTiON: A copy of this entirc NOA shall bc provided to thc riser by the rnanufact•..re- c: i :::':s-- :;::!o -s and sha. 1 bc available ::or inspection at the job site at the request of the Building Official. • This NC•A consists of ?ages 1 through 6. The sub nittcd•documcntation was reviewed by Frank Zuloaea. RRC NOS No.: O!- 12 : '.08 Expiration Da'e 121:6/07 Approval Dare 01/[ 9/03 Page :of6 Category: Roofing Sub - Category: Flat Frofile Roofing Tiles M iteriai: Concrete 11:20 Trirt Pieces SCOPE This renews a system using Monicr Lifetilc Atlantis Shake & Slate Concrete Rcx T: c. as manufactured Monier Lifetilc LLC and described in Section 2 of this Notice o` Accen t:-:.c. For locations where .he pressure requirements, as determined by applicable BL: :d.rg Coe: du s not exceed the design pressure values obtained by calculations in compliance with RAS 12" g the values listed in section 4 herein. Thc attachment calculations shall be dor•.e :s a rrcr -:-nt )ascd system. 2. PRODUCT DESCRIPTION ti°:anufactured Applicant Dimensions Mo tier Lifetilc Atlantis Shake and Slat: Tile 2.1 SUBMITTED Test Ascnl.v_ Red'.: nd Tcchnolog cs The ( enter for App!icd Engircering, Inc. Thc ( enter for Applied Engirccring, Inc. The ( enter for Applied Engircering, Inc. The (enter for Applied Engir. :cring. Inc. 9544914489 1= 15" w = 10 3 / 1 'h" thick 1= varies w = varies varying thickness EVIDENCE: Test Specifications 25- 7094 -S 25- 7094 -5 PA 112 PA 112 Test identifier 7161.03 Append:x 1II 94 -060A 94 -084 25- 7094 -2 'ABC $4130 -TILE tea; 0;' Product Description Flat, interlocking. high cl.rte ;ure concrete shake and s13:c roof ti :c •c_:pp with two nail holes. For :feet de ;c :^o za: or adhesive set applications. Accessory trim, concrete roof for ;se at hips, rakes. ridges ant .z :ley ter-..: .a: Manufactured for tact•, t �rofilc Test NamciRcILnrt 7 +:c Static I Jpli'• Tes:ir.: PA 102 S: PA l02(... Static Uplift Tcst:nc PA 101 (Mortar Set'. (Adhesive Set) Static Uplift Test :nr: PA :02 (4" 1- Icadlap, Na: Durex 7\-c k, Ncw Construction'. Static Upb ft Testing PA 102 (4" Ileadlap, Na;ls, Static. Upl Test:":- PA 1C2 (4" Headlap, Na'is, Dircc: Deck, Recover/Rcroof) .:i. .- 3y : .> 4 - • . NOA 4o.: 02 -12' ..OS Expiration Daze 12" e.0? Approval D3 CC 01:t 9/C3 puce: 3f Walk :r Engineering, inc Walk•:r Enginccr■ng, Inc Walk. :r Engineering, Inc. — e t1�r Test Identifier Test Name /Report D ire The Center for Applied 25- 7183 -6 Static Uplift Testing Feb :995 End .neering, Inc. PA 102 (2 Quik -Drive Screws, D rc c Dcck) The Center for Applied 25- 7183 -5 Static Uplift Testing 1905 Eng.nccring, Inc. PA 102 (2 Quik -Drive Screws, Ea: :c. ) The Center for Applied 25- 7214 -1 Static Uplift Testing N! :995 Eng neering, Inc. PA :02 (1 Quik -Dave Screw, D - (lied Dcck) The °enter for Applied 25- 7214 -5 Static Uplift Tcstirc Mz :. ^, itiSS Engi leering, Inc. PA 102 (1 Quik-Drivc Screw, Bare -r Redl Ind Technologies 7161 -03 Wind Tunnel Testing ;;t:. y(.:: Appendix II PA 108,(Nail -On) Redl tnd Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing /, 9r:4 PA 108 (Nail -Or,) Rcdl.md Technologies P0631 -01 Wind Tunnel Tes:t:: . 1:::: 994 PA 108 (Mortar S Redl.%nd Technologies PO402 Withdrawal Resistance c: :-.g S::.: ,( -3 of screw vs. smooth shank ra%is The .tenter for Applied Project No. 307025 Wind Dtivcn Ram ('c:- . -9; Engi Inc. Test #MDC -77 PA 100 Pro&.ssional Service 224 -47099 Physical P:opertics Sr: :. 9,4 Indu: tries, Inc. PA 112 Cclo ex Corporatiol Testing 520109 -1 Static Up.;f: Tcst:nc L -.9 . 3 Scrv: cc 520111 -4 i'A :01 M-...:::- : 9•)9 520I91 -1 Wall. cr Engineering, Inc. Calculations Aerodynamic flu!: :p:.; - :,;; :999 Waller Engineering, inc. Calculations Moment ofGravit. S• : ::. :'99 Wall, cr Engineering, inc. Calculations . 25 -7094 Fch -:c- • .1' Walk :r Engtnecnng;, Inc. Calculations 25-7496 A::: X96 Walk :r Engineering :, inc. Calculations 25 -'534 Dc :: . -.c- 25- 7804h -8 25- 7804 -4 & 5 25-754S-6 Calculations 2i-'183 NI :.r : 995 Calculations Aerodynamic Mu : ::pl:cr A:::: `.9s) Calculations Two Patty Adhesive Sc: Sys: fm A� —: ' r99 NOA \'o.: 02 -12 :-4S Expiration Date:: ii/O7 Appry ral Date: 31'19/0 Pte: .,i6 728 /4 11:20 4 3. LIMITATIONS r q54491 4489 ABC t♦] 30 -TILE rsz c. 3.1 Firc classification is not part of thts acceptance. 3.2 For mortar or ad hesive set tile applications, a static field uplift test shall be • ; , -rc :- accordance with RAS 106. 3.3 Appl:.cant shall retain thc services of a Miami -Dade County Certified Labors :o -. :r ` :--- quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be subr-_: z to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofir.r Standards l sled section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular tc ;;x s.cpe unless; stated otherwise by thc underlaymcnt material manufacturers published 3.6 This acceptance is for wood deck applications. Minimum deck requirement s .: _r- comp!iancc with applicable building code. 3.7 'May he installed on slopes 7 :12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its compe t . _-.: installed in strict compliance with Roofing Application Standard RAS 118. F,.zS RAS .20. 4.2 Data For At :achment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Mc Lifetile Atlantis Shake & 8 ti SI; le Tile Length -I (ft) 1.25 Table 2: Aerodynamic Multipliers - X. (ft) Tile X. (n Profile Direct Deck Applicatior Mc •nier Lifetile Atlantis Shake & Slate Tile 0.24 Width -e. •t. Table 3: Restoring Moments due to Gravity - M� (ft -lbf) Tile 3 ":12" 4 ":12" 5 ":12" f 6 ":12" ° 2' . r Profile _ Mon er Lifetile Atlantis ' Direct Deck Direct Deck ' Direct Deck Direct Deck ' : - ..; :t Shale 8 Slate Tile 6.0 5 9 L 5.8 5.6 ; NOA tin.. 02- ::1128 Expiration Dave: :: "..114 Approval Date: C: Tit (13 P+r -�ci 1 4. 4-1.11 • %, e 4 J. • 4 d ABC 14138-TILE Table 4: Attachment Resistaem.r Expressed as for Nail-On Systems Tile Fastener Type Profile M inier Lifetile At antis Shake 8. SI. ite Tile 2-10d Rin Shank Nails - .-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 48 Screw 2 #8 Screw 1 Smooth or Screw Shank Nail Field Cli 1 Smooth or Screw Shank Nail (Eave Clip) 2 Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) Mo iier Lifetile Atlantis Shake & Slate Tile Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35 5 31.9 • - _ • - _ • • 1. POIyPr0 PolyPro 4 Large paddy placemeams of PolyPro'. 5 Medium paddy placement of 24 grams of PolyPro a Moment - M, (ii-lbf, Direct Deck (min. 19/32" plyw ood) 38.1 9.8 18.8 30.8 51 7 • 24.3 193 35 5 31 5.z. 172 2-10d Ring Shank Nails' j 50.3 65.5 1 Installation with a 4 tie headlap and fasterners are located a min. of 2 from head of tile. Table 5: Attachment Resistance Expressed as a Moment M. — 1 for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment I Resistance - mc iler Lifetile Atlantis Shake & Slate Tile J Adhesive 31.3' 2 See manufactures coTponent appmval for installation requirements. 3 Flexible Products Ccnpany TileSond Average weight per patty 13 9 grams Polyfoam Product, Inc.. Average we■ght per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attache:lent _Resistance Tf 40. -- Table 58: Attachment Resistance Expressed as a Moment - for Mortar or Adhesive Set Systems Tile Tile Profile Application Mc nier Lifetile Atlantis Shake & Slate Tile Mortar See Attachment Resistance 39.0 PAGE Batt?ns • 18. 24. . . 24. 22.1 -- 34 ? NOA No.: 02-12 : : *at Erpiration Date: 121 .6/117 Approval Date: 01P191113 Page !; of 6 5.. LABELIN All tiles shall bear the imprint or identifiable marking of the m =me 1)t lo;;o, or following statement: "Miami -Dade County Product Control Approved ". 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 bi.i:d: e code in order to properly evaluate the installation of this system • OVE RLAY ••• \: •� G ;�,�• 4' PROFILE DRAWINGS Htst, 1 1 -TILE VMONIER LIFEI ll_E ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE. END OF THIS ACCEPTANCE • • t� / ..-1 -i r NOA 1o 0; - 1211.08 Expiration Date: 12/1 ii07 Approval Date: 01 /0 )/03 Page 6 of 6 PAGE 0f. Construction. r�ht : :o CO t • ramt_ t► �, , n • 1 ^d , 'complcte, o ' Col; Gu;lding Code Co,tl •y r describcd hrrein, P•Iancc Office (BCC This NO/1 shall no: be valid , :o�'t,cl o after the expiration da r r oa :er1zt at any time •ro :l�,ct or material tails to From a .: , o r perfa in th app w product cr materi tcr; ' approve '1•:.:• Qx2: liNe of vac!) nsc ot'suet) t.at t, will he incurred by :he .tCCI :1�?•.t,NCF NO.:-4)1 -oS FXI'f 11 2 1.02 Z �rilr covrttSttr:F SF CT »r :0011�t !� 0 N00*14tes1neucs ittytanta to.s, net ntuit aJdr ~t ~~` c»: pottnlyter @buildlttCeOJ•anttne.epm ovrr)ting the use Altent,�tu en recommended for der the conditions specified Pcc;lied he C tared below. 8CC ,,.nufacturcr's O rescr„es ha pl ant f Y ' OCCO t h at th In'T`d determined atcly, pCC tanner, BCCO may r quality Cp l product or material fails reserves the right to revoke hi fa;ls to meet the requirements this in it man ufacturer. Raul Rodriguez Chief Preduet Centro! 0 :vision FOR SPFCI L V ) X11 :ItA,1,t I se :l •n the conditions sit �- placation for ('rCd::ct � "' � CO'ti'tAfl and Product Rc v;C.v P!Jrov�l has been reviewed � oli Committe t App to be I by the BCC d in Miami-Dade County, and approved h County, F'orida under y the Building k F rancisco J. Quit,t Director a• R•/l. % Conti -Dndt: County Ri,iIJing Cads: Compliance Oflicv Y . S and T Ypes'. Minna -Dade 7 r • to Secure this' esting• !f this r suspend the royal. if it is 'South Florida SC . This {147 � f .. t �� {, r r :•. { � f ry � ffirm vest r ru A i y ,t lcsc • n Section 1(160 i, r c pressure requirements. :.�: n 2 °I'this Noticco ::.r decibn p "r�ssure vnlu,' . ` 1 ' t determin St:tnd;trd RAS 12 ' obtained by ca lcu polYprogL A if 1 GO Where wish opProvt tl;e ar ►ach,nent for sine :e Nu), placement. nod :JS an upljl 2. t'RODUC7 DESCRIPTION M:tnur',rttured 1,y .6.iljilita rol yf'oe H I60 I'a�nlpro� RTFI000 P•aracl,5D 30 :CO 1. 2.1 Component ur A•1y Mt:,mi.D.1dc Cnurlty prod `�''1i:i, list upli!r resiS tan o� Al cs t�iih the A <<cpicd Rooi 2.2 use of •Polt A 1'Ypir :11 • Physlent p I►rn crt pertics: Dens•ty cu Coltto i AST.�1 0 1622 Strength AST�.1 n 1621 r ,►si :c S :rc,ritl: ar W'a'cr Abs airCn Motstt.rc Vap Tra rts•::rssr, ^.r1 Stabilit AST4 I) 2'26 ASTN1 0 16'3 & ST.H D 2212 7 ASY•�l t: 7t; A NSA `/ A .. c turedby l• t P anc 'lyfrrtn P Od e• I the locatio _ � U licabte buiWin n. � �` i�. ns in cons b code. does ; ,` ' ' . tL, piinnce with ►' ®t e °' ' "111e and o prolife roof 11 Ls cd system .,s a m oment Y tem /or double patty systcrtis Test � PA 1oO j1 — Product Two —D Roncr�tt p D : st:cnsin N Equipment Ofspensiv tl equipment Ucts manufacture ct Control Icy others: Iv Ay. bl l 160 roor c: :t i `'ra. ':ly i cdrrcnt ,\p4 1 .6 tbs./11.' heel • 18 P SI pans 1101 to rise 1 2 PSI Per pendicular t 28 PSI r'nra!1eI t to r'se 0 . 0 8 lbsJF12 o rise 1.1 I'crrt / hoc ti V°►urstc Cha.1 �, %becks .c.c ' d•" Votinn.: Chen I1; :wiclity. 2 we 11 A dd n 1"11181k ZultaPI NKC Product Control eAanlinor 1 • 3.2 3.3 St .i , ,. er►� 3.4 Ro y I10 4 � � Trrerna chrr : ti.0 adhesive wi:• cs l ai 3 ' s ' their rils Roof Tile �e ass manufactures acqUrt use orPolypree �116C r o itil :cordaecc wit :, P of rl F { w - r MS• i:4'CM 17 ri ,d` is A cccpl a nc . scd w i t h I c omplianc e Omplianc with � f'hc ro acceptance for the use of polyrro ies shall tecceptan st in accordance �lhcsivc - or two paddyplace 10! and wit! me "t ; ccrion 10.4 with modified tilt d here n. s r odiRrd herein� s t 4. INSTALLATION' 4.1 P c 1 yp , 0 supc Arcduc Ali; � lists l: 60 m ay be used 2 uplift resist,:nc c values with i any roof rile ocID assembly 1'olynro� A1-(160 ►, th t!tc I: SC and r. S..all �e ai,:plied in sc compliance �1{r lr ^ v �e a current I�' assembly's t. c eor• Ball dine► �u. OA that Y s a01 :es:r' �t. n e, Placement Details n o t ch the herein. ppl:catio T next A sc(l :; :c art ` a. ' ac!e si v ; resista,.c with the uS of rolytcdohereir;. 0 s r the uF!iR rests :,ir.ce Pressed P ®A1� t roof tile �v ^ :Mc: n a fa determined in corn ;. as an u 1i11 60 .:, t St andards ter e P ,arse tviat based �•St� provide the assentb ;v NOA Mi, i _ �• The adhesive Dad t o in C l Cr e�c clyPro� c or ' c at.ac!�rtt ;a is Roc!inS. A� ;160 - tilc a da ccord . 1.11 adhesive d . s �Otcd in t::e roof 4.3 ��otin c ar its components shs;, a ' J Instal lone r pera�; Standard AS 1.20 k �nstallc rust be S Instnntio and ? , yfoa �'in 5 Y!'e:yf oam p �r,e by a TactorY Tra.nCd end Mlrntenanc orrt o acts. a F to Qua.ifrcd A � 4PP �. Inc. d 4.5 by e to the a c in r ytbant Pr A pplicator' a C.i; :.�rar: f it: y •lav; s .n c shad approved a,! .:di v ,.. r`amPro� dispensing ll •'y a !;st � +rd :icensed be ^ C o n c ; ,. mr c ratio;,• spensing equi n , °' app .c ed deliver a•.t 7 ; :c between : 0 .. :etwe cn t h e .Ap component a n cc b ; ,c application , • r e se b e rctt:on of sha :: be approved. S .o 0 1 S �cr c ( , , 1 0 � The disperiS d .he •a carte 4.6 a cued per file as de:ermined it ,: a `' ion shall other s gs . 1'9ly�ro�8 ,�r- dispensin eq : i re � ':r!I be ai�►� icd w' p ° a;n ea�.t; z;;o,s No othe 5 e �i tt S . � r(IGV ° o,,.y with pro rt•1•� 8 Y�rotA , sl�a :l not !;c I COO or p: oPac); ® 30 exposed Rcrntcrnentl h 100 Ytosuni P""► 2utaa RAC Prod ;c: Con te Examiecr• on f Ti(c 1 60 roof h the est in ' • C3h _star. S. LADELINC All Polypr 6. U UILDING Ali160 containers shnil cr ply with the Standard Conditions f herein. 4-- • 6.1 PERMIT REQUIREMENTS As required by :he SuPding OhIcial or applicable Building Code Proper y evafuate the installation or t his system. L390589:99, °Cti Aid 4 Frank 'as, RAC Product Control Examiner Order to 4;2 , ilACM 17 AlddnS Cai Ud 91 C3N EC-qn401, , `SSbccc ; 9c 'CH 4d c • Fralut P roduct C. ;t-al Eum +•ngx. . • 1.54y c 'p V' Xb v N1 y 6 r . i :cc fF. . • A•. ,r.• • o .00 • sgo,, •o leg al ill, MOD Ai widow We osier. brTSn1 VV gai ety o• tog or w e 4 S?Dc6 5 .• vh XV4 7 P! A7dcirS: • P -.4.1111 rstt 1NRu tavats Coo tome !'rain, Zyroa — �� *RC Product Coltlr01 Evmi ier 9.:?: w.. loam sara etwee Nob M1tA* eat, aloft Orb g4, • • I :'ACCEPT .. • Rencti•ai of this q :.� „ s.•�d the originals bnit rc: (� N t ogle � Inn be eon$�Ju� aR.r. 3, , • t. .. d • 9;d then eight cd n1C . S (N) years: :� furling test-supporting data. " � � ` by b+x t 2 Any and all approved , .tart .. t l :., prtr<!u t n s• a ' ° 0 the r01t Ic c art :.n the owing sti emer permanently labeled wi stated in the coiidrti of County 1' --� - ~ � f1e : t .; ran Renewals of Accc stance tY: ° ns of this Acceptance. — u�l • vahr{cil�; a There h• I been not be , �; ! r ' T•t� u br;,n a considered if. ► ctr�:tgc hi the SOUIh Florida 13uildirt product and nc�'Prod;,ct i s n ot in totii t pro Cole _t:r� �� Product i rto ' • • �ph wit ct ( i h the cod., ch1,t bur ate sa,t � ''c evaluation a f ,1 :;� c 1' d s o hold h. product (identical) as the mu: o-:•. '� ^. •ud,n$ the tore Acceptance 1S no t ' complied with all the r • `�� of thi approved. t ;nstallation Oche product. c e,�. .. d. Pie engineer ��• 6o eri SCSI :ti: S' i i3, :,ally ltrcltar"•d of tl:it ztecpta, o :er. scale s n ' bar practicing • green and i the tc;_ B the d' tits r: vision or than • engineering profession. ' � :untcn;aticn initi: 'I)• �: ). r. is be in tt'e magi :als• use rr ) ' b. cacsr for terminatio of r •.. • and/or manufacture c- t ._ -S-cs:c,. fl b e t; c for this Acceptance. unlcas `r°'duct or process s Ott ctr•,c of a rt:vrsr on app ca•ton with n pprcpr ,•_ �: cA d approval ante has Ih:s 5 Ary or the following .__� end granted by :ha S!:1it =:St) be grounds for r r the to r t rtio�• 7' oc ormanc: c l'th i atlas Acce ,. Mis �l is usc cf U A • s product cr process. P "'�- a cf t cs, epta•rce as an cndorsetrtcr of proJu:' i= :ci a 6 4 '- \etiec cf Act :pti::cr rw:t advertising of i �. v bee J,� t ice r date preceded by the words Acceptanc :5 Ci ` ri :��• be CrSD1a�'cJ in a�ve • 'or s Miami - Daa� �_• : :. �•. F sp:sycd, the s :tal b d rt°s :ors literature. _ Florida and rcilo,: - ., � done in its entirety � �,i0rf Of the •off :;• 3f this Ac;c Notic of 7. A p :� : : :� is sr�a as approved ^r_�: 1:14:1.3.:r ��in• s and other, do: r Cca lo ��• :!►`• ntant:facrurcr :1•: job _ � drawings „ Zh ti►:: Y y a nia t: need re or Its distributer and s r -,�' "'here it ins t s ;.. c : rascal :etc : ter i:, pccti a:lurc ;o comply t�•�,'r c opteS, s o' — Ac== pcaric� - Y section• cf this Acceptance shall be cause •- "-s`'`ense: and rt:ntct :c c f r :5 Ncc; :; of A :ccp!ar.cc consists cf p.gcs 1 through s a. END Of TIII$ ACCEPTANCE s 7 • • 7 • s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2-12=02 Job Address 526 N . E . s 9 7 Street Tax Folio 30:? DtO 0 / 7/ Sac) Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Jack Ulmer Master Permit # Owner'sAddress • 526 N.E. 97 Street Miami Shore Phone 758 -3723 ContractingCo.Quality Roofing Contractor, Inc. Qualifier Carlos Arocho Address 13800 N W 1st AvPnmiP SS# Phone 751 -0387 Competency # 17889 Address State # RC 0 0 5 8 6 2 7 Municipal # Ins. Co. Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off 2nd story roof only to wood deck, tin cap 301b.ASTM felt, install galvanized eave drip and valley, flashing metals where required, mop on wit type III asphalt one layer of 901b. ASTM felt, install Flat j colorthru tile with polyfoam adhseive setting. Square Ft. 2 3 s q . Estimated Cost (value) $ q ,tin ( _ n n WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Owner : 5 or Condo President My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical e,V. P y; , MARYLOU HERNANDEZ * '•! : += MY COMMISSION # DD 060579 oP EXPIRES: October 10, 2005 a•' Bonded 7hru Notary public Underwriters RADON Plumbing Signature of Contract 9r or er- Builder Notary as to Cdntractor or Owner - Builder My Commission Expires: C.C.F. � 0 0 NOTARY rn Building ( Electrical BOND 3 O (� 'N (e, MARYLOU HERNANDU MY COMMISSION # DD 060579 8 o ThN EXPIRES: October Public 10, Underwriters TOTAL DUE ALL/0.a Date Date 0 Structural Engineer Contractor's Name: y.\)rj . ,1D a., �� P.K. Job Address: _.c . rA), 6'. 91 ,C4Y' � 1 ROOF CATEGORY _ ❑ (Nail -On Tile) I ,, �7 (Mortar ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof iRe ❑ Recovering ❑ Repair ❑ Maintenance ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Adhesive Set Tile Flat Roof Area (ft Sloped Roof Area (ft 23 S! , Total (ft 23 S d • Master Permit No. Exposure category (per ASCE 7 -88): e- Building Classification category (per ASCE 7 -88 table 1): v Ft. A V Deck ty : ATT CHMENT Fastener Type: SPACING Field: Perimeter: Co ner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS ARE THERE (Draw details as needed) GAS VENT STACKS? YES ❑ NO Er TYPE— NATURAL ❑ LPGX ❑ r ROOF PLAN L .. 123.01.78 4199 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. v• Page -1 Appendix "E" - ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? 1a Deck type: wood ► X 1p Underlay,uent: Ltsulation: 30)17, 1 STM N IAA 12 ROOF SLOPL D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: 11/41"ZI 0 (&‘, 1.s Cap Sheet: -1 0 1 b, N S T M Roof Covering: F 1 L:1-e,11:1 Drip edge: - .Pei 9 "t0 -c_. ►cps L- corners - f-per. n4•� ri 2 X �� t oZ to "at- ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 14(o .1 x ? (Aerodynamic Multiplier):' 1,0(0 ) - M (o .00 = M 'c0(0 PCA: 3 1- 30 (Pmax2: 9 to S x X (Aerodynamic Multiplier): 3, 1 k0 ) - M ( o .00 = M if) ,I b PCA: 1 - 3 (Pmax3: 9 (o .x (Aerodynamic Multiplier): )3. ) - M G �O J 0 g = M r }• �7 -M � PCA: 3 (-3 Page -2 APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of . �. viding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be iled in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 42 \1 ' 1 3. Common Roofs: Common roofs are those which have no visible delineation between hboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing ' 'intractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking - i be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and y 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 performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. %. tf∎ � 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o rloaded, from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. U\ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not b reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. s/Agent's Signature D • e Contractor's Signature ure 5104 APPENDIX "F" FEB 19 2002 14:57 FR BRADCO SUPPLIES t• IAwi. PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetlle LLC 135 NW 20 St. Boca Raton FL 33431 Your application for Product Approval of: Asianefr Shake and Slate Flat Profile Tlla under Chapter 8 of the Code of Miemi•Dade County governing the use of Alternate Materials and Types c Construction, and completely described herein, has been recomnzended•for acceptance by the Mlarni -Dada County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at anytime from a jobsite or manufacturer's plant for quality corurol 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, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildin Code. The expense of such testing will be incurred by the manufacturer. Accepi ncb No.: 99.1012.07 (Revises No.: 98- 0604.01) : • Expires:12/16/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:12/30 /1999 305 5979484 TO 3059533333 P.01/08 ?MAW-DADE COUNTY. FLORIDA METRO•DADE FLAMER BUILDING BUILD /NG CODE COMPLIANCE OFFICE METRO•DADE RLAGLE1t BUILDINC 1301vEST FL+►OLER STREET. SUIT$ 1•03 MIAMI. FLORIDA 33130.363 (305) 37$•:901 PAX (305) 375.2vas CONTRACTOR LICENSLVC SEC rIQ. (305) 375.2357 PAX (305) 375 - 1553 CO.YTRACTOR ENPoRCESMLNTSECTIO` (305) 375.2966 FAX (305) 375.2905 PRODUCT CONTROL DIVisZON (305) 375.2902 FAX (305) 3734339 Raul R. • riguez Chief Product Control Divisic ranc)sco • u mane, Director 1 of 8 Miami -Dadc County Building Code Compliance 0 19 2002 14:58 FR 8RADC0 SUPPLIES /h Ll7.- 4J4, -1 A AA- - L SCOPE i'bi's revises a roofing system using Monier Lifetiie Atlantis Shake ds Slate Concrete Roof Tile, as WAau factured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1SV4 Edition for Miami -Dade County. For the locations where the pressure requirements, as deter aired b SFE1C Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with LS 127 using the values listed in section 4 herein. The attachment calculations mil be done as a moment based system. Category: Prep red Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Test II a P mensiotrs Autaatimg Mon ier LIfetile Mantis Shake and Skase Tile Trirn Pieces Product Rain Proof II Ice and Water Shield 1 W 10 3/S" td" thick 1 o varies ev s varies varying thickness 2.1 Components or products manufactured by others Dlyn.eoaloos 30 "x75'roll 36" x 75' roll or 60 "x75'roll Teat DAWsziang PA 104 36 "x75'roll PA I03 305 5979484 TO 3059533333 2 APP 1 OV D :December 3091909 EXPO :Deceembor 16, 2002 Self- adhering and Prodecr DDeserio4roq P.02 PA 112 Flat, interlocking. high pressure extruded concrete shake and slate roof Bile equipped vlth tuo nail holes. For direct deck. mortar•.. . • or adhesive sag applications. - . " . PA 112 Accessory trim, conerera roof pieces for use ht Iiipl;reit ; hedges 'd valley ..- - - - ._..._.... • terminations. Manufactured for each tile profile. Product psagdadan ' hiplattfocturcr Single ply, nail -on Protect-O - Wrap, underlayment with 2" Inc. self-adhering top (with current NOA) edge. J' • P.R. Grass Co. OA) Fmk blow , RRC ' Roofing Product Control Examiner FEB 19 2002 14 58 FR BRADCO SUPPLIES ircurrtg I. u r i. Lt. LUt.. 9. . • product Wood Battens Tile Nails Tile Screws Roof•Tile Mortar Minter", RoofTile Mortar ("BONSAI.® RoofTile Mortar Mix") Roof Tile Adhesive ( "Polypro® AH 160 ") pimensions Vertical Min. 1 "x4" Hori ntaj, Min. 1 "x 4" for use with vertical battens or Min. I "x 2" for use alone Min. I Odx 3" #8x 2' W' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. W A RoofTile Mortar N/A ("Quikrete® Roof Tile Mortar 1140") N/A N/A 305 5979484 TO 3059533333 P.03/38 jfL.% A sraa .u.a.) 4W. • 7YAV 9,h•tll Test Specifications Wood Preservers institute LP — 2 PA 114 Appendix E PA 114 Appendix E PAl23 • ; • PA 123 PA 123 See PCA 3 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Product pesgrintiott Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws _ prepared mortar mix • ' designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof die applications. Prepared mortar mix designed for mortar set roof tik applicationns.• • Two component polyurethane adhesive designed for adhesive set roof tile appiieatians. generic generic generic .Bermuda Roof. Company, Inc. with currant PCA Quikrete Construction Products with Currant PCA Prank Zuloaga, RAC Rooting Product Control Examiner W. R. Bonsai Co. with current PCA Polyfoarn. Products. Inc. 1-E5 19 2002 1459 FR 1NRDC0 SUPPLIES /`AIJ� lAAJAG 1JA1 1 - 111..�IL- Fii`V ?roduet Roof Tile Adhesive Tilel and Hurricane Clip & Fasteners 3. LIMITATIONS 305 5979484 TO 3059533333 OPp pme �. Aim Factory premixed canisters Clips Min. W' width Min. 0.060" thick Clip Fasteners Min. Edxt'A" Test jleclffeatfow See PCA Single component polyunthane foam roof tile adhesive PA 114 Appendix E APP OVE.D EXPIRES Corrosion resistant clips with corrosion resistant nails. 4 Product RgIrintion. Tablo 9: Aerod namic Multipliers Jl (ft') file — A. (ft') Profile _ Direct Deck Ap: Hendon Monier Ufetile Atlantis Shako r Mete " 10 P.04/08 • :December 30; 1999 :December . 16, 2002 byiaggetneur.. Flexible Products (with current NOA) Generic 3.1 Fire classification is sot pafa of this acceptance. 3.2 For mortar or adhesive set talc applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the s &ices of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance.with PA 112, appendix.`)'. aStth testJg shall be submitted to the Building Codb Office forreview. __ 3.4 Minimum underlayntents shall be in compliance with the applicable Roofing ,. .. .__......... Applications.Standa ds.listr sec,4 lQ��s1Jlcr rn. 3.$ 30/90 hot mopped Ltaderla3rment applications may be installed perpendicular to the roof slope unless slat cfotherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck iv/Aeolians. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater with a !minimum .of two screws. 4. IiNNSTAL� LAnoN 4.1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in stria compliance with Dade County Roofing Application Standard RAS 113, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 08Ea, Roofing Product Ccnrral Examiner • FEB 19 2002 14 59 FR BRADCO SUPPLIES iLLM►'44J42 l,lll'IJ1 e .4 4. Tile Profile Monier defile Atlan r Shake me NOTICE OF ACCEPTANCE: S CONDITIONS Table 2: Restoring Moments due to Gravity - M ( -lbf) Tile Profile 3":12" 4 ":12" 5":12" 6 ":12" Direct Deck 8.0 Monies a 2 -1 d Rang Shank Nails Atlantis Shake & 1 -10d Smooth or Screw Slate Tile Shank Nall 2 -10d Smooth or Screw • Shank Nsiis 1 Screw 214 Screw 1.10d Smooth or Screw Shank [mod Fbld Clip) 1.10d S mooth or Strew Shank Nail (Eave Clip) -1 Qd Smooth or Screw Sharik'NliiT3 eTd'Clt -1 d moot or Strew Shank Nails (Eave Clip) 305 5979484 TO 3059533333 P.05 nM.a.ra AU l..a, II. IV. V 144U7 Direct Deck 5.9 5 oreater Direct D ade Direct Deck oireaDeck 5.8 5.6 5.5 Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) f) for Nail -On Systems Tile Fastener Type Direct Deck , D rei ct Deck Berns Profile (min 18132" (min. 19132" plywood) plywood) 30.8 38.1 172 7.3 9.8 4. 14.0 30.8 51.7 51.7 24.3 • APPROVED :December 30, 1999 EXPIRES :December 16, 2002 19.0 19.0 35.5 iew 18.8 30.8 24.3 . Installation with a 4' We heady and futamars are located a min. of 2W from head of We. Table 4: Attachment Resistance Expressed as a Moment M (ft-lbf) for Two P Adhesive Set S sterns Ills Application oega, RRC !tooting Product Control Examiner 7`:12" or 18.2 24.4 35.5 34.8 32.2 T10d_ Shenk Nab T j 50.3 1 85.5 48.3 24.2 22.1 Minimum Attachment Resistance Mon er Liietile Atlantis Shake ; toile Adhesive ` 2 See nosnufactres corn nerd aaaroval for Installation roguttsments. .-.�- 3 Flexible Products Company Tilaacnd Average weight par patty 13.9 grams. Potyfoam Product, Inc Average weight per patty 8 grams. FEB 19 2002 15!00 FR SRADCO SUPPLIES Fable 4A: Attachment Resistance Expressed as a Moment Wi (ftolbf) for Sin to Pa Adhesive Set Systems Tile Application Attachment Resistance Monier Ufa a Atlantis hake & State Tile - Po Pro rn' 9 9 ` Tile Profile Tile Profile Monier Miloo Mantle Shake 8 S T9e 305 5979484 TO 3059533333 P.06/08 6 APPROVED :Dauber' 30;1999 EXPIRES :December 16 20O p o yp re , Largo paddy placem nt of 45 grams PolyPrn Medium paddy plarnant of 24 grams of PolyPro ' Table 49: Attachment Resistance Expressed as a Moment - fi pail for Hadar or Adhesive Set Systems Tile A. lic tion liketer 40.4 Aftimehment Resistance S9 .o 1 LABELING All tiles shall bear the imps n or identifiable marking of the manufacuue:'s name or logo, or folIow'ing statement: P Mla3ni -Dade County Product Control Approved". . ,_ 6. BUILDIING PERMIT REQUIREMENTS • . ._: 6.1 Application for building permit shall be accompanied by copies of the following: __ _ . _ ._. _ __ ___ . 6.1.1 :This Notice of Montane?. 6.1.2 Any other documents.required by the Building Official or the South Fioridu 'Buiiding Code (SFBC) in order to properly evaluate the installation of this system. Fit &low, i1RC !oboe Product Comp! Examiner FEB 19 2002 15:00 FR BRADCO SUPPLIES lYllIIY�N . 144. ■■ •.. .. 305 5979484 TO 3059533333 P.07/08 A( LLL LAlrt,4 1 '40.: APPROVED :December 30, 1999 ECPIRES :December 16, 2002 PROFILE DRAWINGS 7 DI MOtiIER LIFETILE ATLANTIS SIIAKE & SLATE CONCRETE ROOF TILE Frank Zutoaaa, R�tC Rooting Product Con=roi Examiner FEB 19 2002 15:01 FR BRADCO SUPPLIES iv1UN ILK L1 . 305 5979'484 TO 3059533333 P.08/00 • . APPROVED :December 30, 1999 EXPIRES :December 16, 2002 I TICS OP A PTAYCE: STANOAR COtWITIQNS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test-supporting data, engineering documents. arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade• County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. . 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product.and the product is not in compliance with.the code changes • . b. The product is no longer the same product (identical) as•the - one originally approved. • c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed tite'required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials. use. and/or ma nufhcwre of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fie) grid granted §y ibis. office. _ 5. Any of the following shalt also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. . •Misuse of this Acceptance as' air endorsement of any product. kr sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration data may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then k shall be done in its entirety. • 7. A copy of this Acceptance as well as approved drawings and other documents, where k applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause far termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTAN 8 Mak Zuloaga, RAC Rooting Product Cootrol Examiner ** TOTAL. PAGE.08 ** , NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ! I 3GRO6o / 7) 5 3 STATE OF FLORIDA: COUNTY OF DADE: 02R 1 14776 2002 FEB 26 11.g38 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 5 2 6 N.E. 9 7 Street 2. Description of improvement: Reroof to a new Tile rnnf 7nr1 Gt nn 1 y 3. Owner(s) name and address: Jack Ulmer Interest in property: own Name and address of fee simple titleholder: N /A Miami Shores, Florida 33138 526 N.E. 97 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ date is specified) Sign re of Owner p Print wne's Name C U L M Swor to nd subscribed before me this I.2 day of Fe-A/./.6? , 20 0;2 Notary Public MARYLOU ra Print Notary's Name My Commission Expires E.HF'ES: Ccwber 10, 2C3L derwriters Rr, Sir-01_ O'. - tr 1 HEREBY CERTIFY that flits is r ,, of l flits ofllco on 7: _ -- • onglra , A i) C ° and h and and 0 nc Co n ' 1 �I Sy n WITNESS my p1 t�AF+ I Y � O�IiN , Prepared b Carlos Arocho Quality Roofing Contractor Address: 13800 N_W_ 1s1 A ve . Miami, Florida 33168 fN o ),„4 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 2/28/2002 Applicant: JACK Owner: Contractor QUALITY ROOFING CONTRACTORGess: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Parcel # 1132060171530 Job Address: 526 NE 97 Signed: Fees: FEE2002 -1257 FEE2002 -1260 FEE2002 -1261 FEE2002 -1264 Permit Status: Approved ST This Permit is granted to the contrac ordinances pertaining thereto and with and approved by the proper municipal ; authorization. A further condition upon ordinances and regulations pertaining i by his agents, servants or employees. a Signed: In consideration of the issuance to rr with the plans, drawings, statements c p myself, my agent, servants or employ( i Permit Expiration: 8/27/2002 Construction Value: $9,600.00 0 s Description Building Fee CCF Buildier's Bond Buildier's Bond Total Fees: PAY TO THE ORDER OF BankofAmerica. ACH Rrr 003100277 FOR Gu'/�rru s It /31 c1 r) S r. Building Permit Permit Number: BP2002 -431 ULMER Cellular: 786 - 367 -2029 Amount $172.50 $6.00 $300.00 $478.50 QUALITY ROOFING CONTRACTOR, INC. 13800N.W. 1ST AVENUE MIAMI, FL 33168 -4849 Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 6 TO 8 INC BLK 99 LOT SIZE Total Fees: $478.50 Total Receipts: $0.00 Work: TEAR OFF 2 ND STORY ROOF & INSTALL FLAT RED COLORTHRU TILE W /POLYFOAN & ADHESIVE SETTING If there is no permit packag fee is $50.00, which must be DATE ll•Q L699 LP 1:0 6 30000 4 71: 00 L 5 9 5 300 2 610 • 1210.1124,_ 1_C - -- _ - -_ 1=C 14, rS- _.II is. _.+iliio,ll ..1.11' °nvr. 1S'll:�,TS: il..fS,a_.. 1- l :i li 3 -n -o)_ 16991 r Location and legal description of lot to be built on: Lot . ,v ..}� . Block 9I S and Number where work is to be done Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Apvlic.uron is hereby made for the approval of the detailed statcnienr of we plans and specifications herewith submitted for the build in or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Mi Shores �'ill.rgr, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i)urlding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. January 29 , 87 Date _ ... _- _-_ _-_ , 19..__ Owner's Name and Address ..... .. 4 -. _ No 526 Stz .E. 97th St. Registered Architect and /or Engineer . Mrs. Cushman Obenour RoofingCo. 7357 N.W. Miami Ct. Miami Name and Actress of licensed contractor _. r Subdivision w 4 I.!' 526 N.E. 97th St. State work t be done _and u se of building (by floors) a :: Reroo garage area with colored the Date Notary Public, State Florida to and Su fore me. ./ /SiI d.._.. and for no other purpose. Repairs re.r.p.cf... No. of Stories .... .1 Roof Covering ,tile 5.00 New Building . . . . . . . R e m o d e l i n g .... Addition To be constructed of 1 -30 , 1 °t9 Qind of foundation wood Estimated Total cost of improvements $ 2, 986. 00 Amount of Permit S. Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot Mtaxirnum live load to be borne by each floor I hereby submit all the tans and specifications for said building. All notices with reference to the building and its construction may 735 N.W. Miami Ct. Miami, FL 33150 be sent to. Th un,ler.igned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the - Florida Workmen's Compensation Act, being Section 54)G6, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him :n th work to be performed under this permit; and will post or cause to be posted for insp on on the site of the work ch public nonce or notices as are required by the Act. The undersigned agrees to employ only suci�wbeacctors. on wor • . �trmed under this permit, as are licensed by Miami Shores Village. Remarks (Sign Weitl‘doe-/9 STATE OF FI-OP,IDA, COUNTY OF DADE. ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- James D. Obenour peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing ap tion, and that he did sign the same, and that all facts therein by him stated a true. Permit No.._. &. . Date Building Inspector My Commission Expires�lARY'�I PLANNING BOARD DATE Y CMM4 SIGN EXPIRES FEB. 18. 1989 C tair;r sr Member Mcir,;,cr _ , • Member Member _..:.._ :... Member �........ Council Approved Date Disapproved ......_........_.... _ .............................. ..... Date NOTE A charge of $1.00 will be made for making corre.lions or changes to this applica?iori niter epprnral has been obtained from the 1'Lrnnir,;; L'u.ud A re- rn.pec lion fee of 51.00 will be charged when such re- inspection is tae necessary by improper notice for inspes.•tirns or faulty materials anu /or workinanship. Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 51 76 2 1 27 52 77 3 28 53 78 4 29 54 79 5 30 1 A- p 55 80 6 31 56 81 7 32 57 82 8 33 58 R3 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 88 13 38 63 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 —— 44 69 94 20 45 70 95 21 1 J. ` 46 47 71 72 96 97 22 23 48 73 98 24 49 74 99 25 50 , 75 100 V w SITE SPECIFIC INFORMATION Owner's Name L) )_ E_- Permit #. B'ZOQ -- , 4 6 t Job Address - 2- - ► 5 �►./1 �.. t �[� '' = 1. - F 1 Roofing Contract r: Q' 9- (.1 T l,/ (3e7 4 ( Type of Tile: ,1. T ? - co - &-'c ''ET Date Installed: 4 ^ 2- - D ?- Approximate Roof HeightaZfeet Roof Pitch 4 • '' 1 z.. Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof ft KA 'T© 12.9 0 Ai L Required Testing Force: 35 lbs. Testing Equip ent: Chatillion 100 Date e Z, IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMI ED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 P.E. ` / mR7 TEST RESULTS P = PASS, F = FAIL CP -(1 -OZ Project © 2375 i SKETCH OF ROOF milreiimmumwsmonsiorio iiuuuiiiiiu 11111 iie tip 111 NOTES' — ?-420--" (1 — S4 (9 (1? ow IOW • . r' / s2‘ JOB �4 e 9 sI L. SHEET NO /� A' ,�} OF ' - - r CONTRACTOR ""� o ;act 1= . O !� 1 N la CHECKED BY ( DATE SCALE