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ROOFING
MIAMI SHORES VILLAGE 3 BUILDING DEPARTMENT 305- 795 -2204 BufIding Inspection Request Date Z7 Type Insp'n � 1' n pr o Permit No. i2 i Q1-1 - J9`'Z . Name 13U b i` Address Igo /v 13 S7" Company JOh n rbUSlp Phone # Inspection Date Approved Correction Re -Insp' n Fee - VzS .) 0 MIAMI SHORES VILLAGE 3 BUH DING DEPARTMENT 305- 795 -2204 Bu'lding Inspection Request Date Z7 Type Insp'n P ILe in pro Permit No. 12 0J �� . Name ✓J� Address Igo q ? 54- Company Joh () 06US)Q Phone # Inspection Date 7/2.D Approved Correction Re- Insp'n Fee ❑ 4 MIA ORES VILLAGE Q` BUIL DEPARTMENT \ 3 795 -2204 Building Inspection Request Approved Correction Re- Insp'n Fee Da Type Insp'n Permit No. Name Address Compan Phone # Inspection Date Date Type Insp'n Permit No Name Address Compan Phone # Inspection Date 5 3/0 ■1 Approved Correction Re- Insp'n Fee MIA ORES VILLAGE (k BUIL DEPARTMENT \� r 795 -2204 Building Inspection Request Phone # Inspection Date Approved Correction Re- Insp'n Fee MIA RES VILLAGE BUIL EPARTMENT 305- 795 -2204 Building Inspection Request Date_. T T Type Insp'n �1� 1. i) 2 04-- Permit No. I✓! oL\-- 59q . Name bo b 1 Address lu V ' "t q3 . Compan Bu �/ �t Phone # Inspection Date Approved Correction Re- Insp'n Fee MIA RES VILLAGE BUIL EPARTMENT 305 'Building Inspection Request - .y w Permit No. Po +' �9c Name E0 b i Address 1 p " I J . Company B05) a Date_ �� Type Insp'n CO) (� f LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 E N G I ^N E E R , Tel: (305) 649 -6454 Fax: (305) 541 -3298 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida - Project: .Dear Sits; TILE UPLIFT TEST Residential home 140 Northeast 93 .Street Miami, Florida Infbrinution provided by client: Permit Number: BPO4 -599 Date Completion: September 2, 2004 • Roofing Contractor: John Busta Roofing LG Engineering Services, Inc. Project Number: LG04 -2350 (Testing Laboratory Certificate #100- 0224.07) September 13 2004 In accordance with your request and. authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.1.06 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Roll Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field. arca were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Baseci out' test te We conblude that the it slallation of llie roof tile at the above project n,7eets test. equirenleut outlined in.the•above ientionedprotocol _Agra ; 4 . copy of our,test teporl fon -ind LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Moliamad Sonny Salleb. P.E. Project Manager TILE UPLIFT TEST Residential Home 140 Northeast 93 Street Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 140 Northeast 93 Street Miami, Florida Project Number: LG04-2350 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG04-2350, Page I Test Number Test Load (Ibi) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 . Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass — — -- 6 broken tiles were noted at the time of inspection. LC Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG04-2350, Page 2 t 60' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 10' APPROX. k'OOF 1E5 1-00\110N5 AM? 121M510N5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT N0. TAX FOUO NO - 6 - af3 - 3NO 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 Corhmencement. 1. Legal description of property and street/address: /VAN/ SHORES S£(. / An P810 70 1.477 70 9 Az-14. 2,3 D /� TE T /i4 //E 93 .S - /� M� S/ S, F,C. 33/3 S 2. Description of i mprovemen t :/ -E / F /Ng 3. Owner(s) name and address: / O'er • � o %E 93 / /4/q/4 , ? ,,.t. 33/35 Interest in property: Name and address of fee simple titleholder. 4 0 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address•4 Amount of bond $ N� 6. Lender's name and address: /VA 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 B..In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.1G(1)(b), Florida Statutes. Name and address: Via 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different Signature of O+n+lffer Print Owner's Name/ Z-/X S 8oB� Prepared by (" T_1 1 /A / Sworn to end subscribed before me this day of W„ ..n1_ .._u Address: 300 NF9 / ii /Ap9i 3 Y Notary Public Print Notary's Name My commission expires: 1274142 PAGE 4 102 iS epe fl/ "0 LORRAINE KELLER . , Notary Public . State or Florida ? MyCommUUMExpkw 'W „. •' rommlaalon 1 Op 1097 • /f/' / CS474 /VAN/ .. STATE OF FLORIDA, COUNT OF DADE 1 HEREBY CERTIFY that this is a true copy of the original filed in this of ice on _.. of , AD 20 t/ WITNESS my hand and Official Seal. HARVEY RUVI CL By of Circuit and County Courts D.C. IIlIIIftll 1111IIIUllIUBIII11IIIIf CFN 2004R0341289 OR Bk 22285 Ps 2950; (1as) RECORDED 05/11/2004 09:14:11 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/10/2004 Applicant: FELIX BOBE Owner: BOBE FELIX JOB ADDRESS: 140 NE 93 ST Contractor JOHN BUSTA Local Phone: 305 - 219 - 9699 Parcel # 1132060133110 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -599 Contractor's Address: 300 NE 91 ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 10 & W25FT OF LOT 9 BLK 23 LOT SIZE Fees: Description Amount FEE2004 -4677 Building Fee $325.00 FEE2004 -4678 CCF $7.80 FEE2004 -4679 Training and Education Fee $2.60 FEE2004 -4680 Technology Fee $8.13 FEE2004 -4681 Scanning Fee $12.00 Total Fees: $355.53 Total Fees: $355.53 Total Receipts._ 8:00 3cis S_3 Permit Status: APPROVED Permit Expiration: 9/27/2004 Construction Value: $12,800.00 Work: RE -ROOF SLOPED AND FLAT DECK TILE COLOR THRU MONIER Page 1 of 1 asp tiQ 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: City 4 1 Tenant/Lessee Name $ Value of Work For this Permif`2) Yid Type of Work: Describe Work: ticOp Submittal Fee $ _ X D . 0 Permit Fee $ 3 Notary $ Training/Education Fee $ Scanning $ Radon $ Miami Shores Village Building Department ?lA z : 4 10050 N.E.2nd Avenue, Miami Shores, Florida " Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Fa.zx T 804c3E Phone # Owner's Address Alf A 3 State CL- Zip ._�► ` OZ_Aw Job Address (where the work is being done) /1/O, //ET 9 ;1P - S z City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO Contractor's Company Name`J ('/V RU " / f_f_D /N6 ° . Contractor's Address 3nn / F Q /Sr City M A ll ! n / e : S - " State , L . Qualifier ii-/ &ST77 Architect/Engineer's Name (if applicable) /VA Phone # DAddition DAlteration [New /� FLA O Code Enforcement $ — Structural Plan Review. $ Total Fee Now Due $J �- . S. 3 (Continued on opposite side) eng Permit No. 6e 2004 ' zC9 Master Permit No. Plumbing Mechanical Phone # Phone # 305. J9. 9 y 9 Zip 33/3 < -7 • Square Footage Of Work 3 0 00 Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * ** * ** ** ** * * * * *** ** ***** * ** '�- CCF $ 7, ! 1 0 t 6e, Technology Fee $ lS! c / 3 Bond $ Zip ❑ Demolition ©7 i //,P1_& Bonding Company's Name (if applicable) /G' A Bonding Company's Address City State 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 vith 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. Signature er or Agent The foregoing instrument was acknowledged before me this25 day of f '((C (\, 20a, by who is personally known to me or who has produced NOTARY P IC: L,U v-ve� n e €1,- he 10/14/03 As identification and who did take an oath. AIN KEL Ek y fibitAit 8 Iglonlis! i ',•1 My Commission Expires Apr 18, 2006 =;s• Commission 1 DD 109725 Mate Ce "'" Bonded B y National Nobuy Assn. , \PPLICATION APPROVED BY: Zip Contractor The foregoing instrument was acknowledged before me this_S day ofr�,C1L ,20 L1, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission.iiies MAY - s 2004 ub ` ******* * * * * * * * * * * * *Ik * * * * * * * * * * * * * **7i ► *;fR' * * * * * ** * * * * *#., • ;, ertificate of Competency Holder) ktV Certificate of Competency No. ^' • • "n.:. ... 6,200c. diB� kMn 725 AA: *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velodty Hurdcane Zone Uniform Permit Application Form. Section A (General Information) Master Pennit No. / P � roocess No. Contractor's Name - U0/7 / 8 &s7 v-// 7/v e Job Address Low Slope o Asphaltic Shingles ❑ New Roof IN Re- Roofing ROOF CATEGORY 1 ❑ Mechanically Fastened Tile in Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Are there ❑ Prescriptive SUR-RAS 150 Gas Vent Stacks? Yes O No d ROOF TYPE Type: Natural U LPGX U ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1700 /90 3 /00 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. • Tirlogrptop .CCR. z ::: • ■ ■ ■r■Qr �r�r ■■ri ■ r rr ■rrii� ■' C c :000B ■9c �'c:cE .rr� C Q � 8 C r ��rrC■ �,.y C .. E ■ ■ ■■■ ■ r :'�.���rG r G ■ r ■ ■ ������ �Q 'gyp'p : � 6 a � � �3� �� � '�g Iu ijH1I r rR � r ■ � � C ■ ■ QE ■n: 'r II ��' c � � p q p q � r . C. � ■ _ iit_!^J _ins � !!! ;!reel 1 t q a il iw a i " hays al - s - � a c r. � � � rQ.QQ C . rrr . Qcc I: : ■ ■ Q r c : r. �c� �c ■ ■,�' C■ . ` . b.■ l i SC tillh 1101 C ■�■a C ri C ��.rA- 1 �:���` q ^�C r C' ■��� Q ,r, r■r ■ Cr���C � � C a I•a ee Q C r ! E t ■■ r ■ 1f ur ■ i'in: ■Q c �i . }� �r �i P'Q■ ■i QCr 1111111 will r.:,rr. , ■ ■ 9� .�oo6l E in ■ I P M DPI i •0 1 123_0 I-48 S /03 PAGE :2 — cig Florida Building Code Edition 2002 High Vetodty Hurricane Zone Uniform Permit • 11. IcaUun Form Seotlon C (Low Sloped Roof Svsltgln Fill in Specific Roof Assembly Components and Identify Manufacturer (Ha oomponont is not used, identify as "NA - ) System Manuf c1urer: OAF NOA NO3 o.. 0 5O3,___ 75 Design Wind Pressures, From RAS 128 or Calculations: m Pax1 Z Prnax2: a 4' Pmrix3:P7 Max DesigriLresigre, From the Specific NOA System: Bas) ulation Fastoner/Bondtng Material: Top Insulation LayerA_ Top Insulation Size and Thickness:,0 _ Tots l 7 ath n FastenertBonding Material: Top PlyaKER../cce r/ . 6Ae�/ r Surfacing: 4J//) Fastener Spacing for AnchoriBase Sheet Attachment Field: 7 " oc , �; Lap, t# Rows 2 0 1: oc Perimeter4 " oc Lap. # Rows [ 7 / (gj " oc Corner. ' oc cs Lap, tJ Rows ` oc Number of Fasteners Per Insulation Board Field /f// Perimotedv, ._ _Comer /VA Wustrate Components Noted and Details as Appllcale: Woodblacking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat. Cant Deck: TYpe: 0:0 Gaugcaffhickness: a _.5 -! ���r<+rc�a Strip, Base Flashing, Counter- Flashing, Stopg��. Coping, Etc. AnchorlBaso Sheet & No. of Pty(s) ( bi tg: Mean Root' Height, Parapet Height, Height of Base Flashing, Component Material, �%$ / �a� so SI gts ir FZ7tyt r ,. ""'r-11' Material Thickness, Fastener Typo, Fastener r l Spacing or Submit Manufacturers Details that Insulation Base Layer A Comply with RAS 111 and Chapter 16. Base insulation Size and ThlcknessA/�� NOT/ZOP D C4f A.5P'TCAPax,4 " NaT/WPE6 Base Street(s) & No. of Pty(s):c -__AOPg__.45Llr Z/9 Gl aI � e S t F ste er f3onding t aL // 4 e4?)g «vim Ply Sheet(s) & No. of Ply(s) (�, / ' e 7 Pitt Sheet Fastener d gterlal: )sz Mean Roof Height Roof System Manufacturer : /f a/V /5� 4 /' Notice of Acceptance Number: OX - / O. ' Minimum Design Wind Pressures, If Applicable (From RAS (d27 or Calculations j: P1: .6.__ P2 : /G2 P3: e/74 Maximum Design Pressure From the NOA Specific System : g6 • W Method of file attachment :1 ._AM Roof Slope: 12:10t.I ••03 GAS, %G1 Florida Building Code Edition 2002 High Vol • r Hum Zone Uniform Permit Application Form. il/A Section D [Steep Sloped Roof Svste j Steep Sloped Roof System Descri tlon Dock Type: � : Pe yp$ Undetiayment� X30 Fire Barrier: ---- ---- -- - ----- _ ,,,A ...., 4 V ileh /' Ridge Vt�aeitllation? asto�ner Type & Spacing: (lean Roof Height: dhoslve Type ypo Cap Sheet: oof Covering: r Type & Size Drip Edge: . 1 . t't 01 18 GU.I I'at }I� 9 Florida Building Coda Edition 2002 Nelocit Hurricano Zone uniform POrmil on Form _.- section lL Ile �alculati�n>a) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M,.avih the values from M w 11 the M values are greater than or equal' to the Mr values, for each area of the roof, then the file attachment method is acceptaide. Meth, 1 "Moment Based Tile Calculations Per (r ��, a. 2gY m (.3.7 M (o. /g' - Mt 7 - 5 ;g_ 1 = I (Pei t Method 2 "Simplified Tile Calculation yir Table Below" G / Required Moment of Resistance tC�f,.) From Table Below 86 NOA M 8‘.0/ (Fs : n l: (3': g (' A °Must be used in conjunction with a list of moment based the systems endorsed by the Browo.rd County Board of Roles and Appeals. For Uplift based tile systems use Method 3. Compared the values for 11 with the values for Fr. if the E values are greater than or equal to the F. valtst , for each area-of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w+: = .) W: a cos 0: F ' w: - _ _.) -- W: a cos 0: -_. -. _bra _ __ NOA F' -_-_ w: _ ) .. W: a cos O: _ _ — bra: _ �_. NOA `—_ —_ Where to Obtain .information Description Symbol _-'�` _ _ _ WWere to find Design Ptrsstnr, P I Of P2 or P3 RAS 117 Tattle I or by an eagiuucing mtalysi7 incp rn by FE Rased an ASCE 7 Mean Roof Hai t 11 .kph Site ..� _ - 0 MAI Site Auw}� uunic Mntiipiier _ .__ NOA `"` yentori a bt,aurut dus to t7tnvity _ B idt)A Attachment Rea:atattt MT Nf A Requitrd Mama Roost IN. .._ Catuolate4 u Mitin n Atta hment 1 eth lance t' NOA 1.1 iinxt U +lift Restetunce t;.. Calculated w. Avrmge Tile Weight f ..- _— NOA --� - - - -- Tile Dhnen ions t' length NOA w width „� —r _ _ _ w All calcuraatiuns mutat be atttmutted to the l3aildinegillcial at the time ofpennit application --- RAS 127" 1,1,/ NOA NOA L M Retptureet an amwset ecesa.a.....v.. t Roof Height _ _ Roof ._ �- - i5' 20' 25' 2 �' - B.7 40' — 2'i2 3474— ;.5 in 36.0 A 422 r'L�.0 3:12 � 3 32 2.2 � 30.1 3 .0 — yam~ 32.9 an o- - _ ----.0 21 20.4 28.0 __ , 4 ri: — _ 75.9 2i.f 20.2 . 1 . t't 01 18 GU.I I'at }I� 9 Florida Building Coda Edition 2002 Nelocit Hurricano Zone uniform POrmil on Form _.- section lL Ile �alculati�n>a) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M,.avih the values from M w 11 the M values are greater than or equal' to the Mr values, for each area of the roof, then the file attachment method is acceptaide. Meth, 1 "Moment Based Tile Calculations Per (r ��, a. 2gY m (.3.7 M (o. /g' - Mt 7 - 5 ;g_ 1 = I (Pei t Method 2 "Simplified Tile Calculation yir Table Below" G / Required Moment of Resistance tC�f,.) From Table Below 86 NOA M 8‘.0/ (Fs : n l: (3': g (' A °Must be used in conjunction with a list of moment based the systems endorsed by the Browo.rd County Board of Roles and Appeals. For Uplift based tile systems use Method 3. Compared the values for 11 with the values for Fr. if the E values are greater than or equal to the F. valtst , for each area-of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w+: = .) W: a cos 0: F ' w: - _ _.) -- W: a cos 0: -_. -. _bra _ __ NOA F' -_-_ w: _ ) .. W: a cos O: _ _ — bra: _ �_. NOA `—_ —_ Where to Obtain .information Description Symbol _-'�` _ _ _ WWere to find Design Ptrsstnr, P I Of P2 or P3 RAS 117 Tattle I or by an eagiuucing mtalysi7 incp rn by FE Rased an ASCE 7 Mean Roof Hai t 11 .kph Site ..� _ - 0 MAI Site Auw}� uunic Mntiipiier _ .__ NOA `"` yentori a bt,aurut dus to t7tnvity _ B idt)A Attachment Rea:atattt MT Nf A Requitrd Mama Roost IN. .._ Catuolate4 u Mitin n Atta hment 1 eth lance t' NOA 1.1 iinxt U +lift Restetunce t;.. Calculated w. Avrmge Tile Weight f ..- _— NOA --� - - - -- Tile Dhnen ions t' length NOA w width „� —r _ _ _ w All calcuraatiuns mutat be atttmutted to the l3aildinegillcial at the time ofpennit application --- RAS 127" 1,1,/ NOA NOA L SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUI T ONSERS NOTIFICATION FOR ROOFING O 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 govem 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. f/ 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetic issues sues Aes u c h (appearance) color or architectural appearance, that are not part. of a zoning code, should provisions. Aesthetic is se 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 r n iled 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). - 4/ 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring (i.e. townhouses, condominiums, od'acent units of with tcommon e performed. roofing contractor and/or owner should notify the occupants adjacent Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v ed 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 use 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not / erloaded 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 I- nor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. 1t may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Date CADonsomb dad SetW eaemeseUnot StahrgATecepttempenmy k 1.MSN Tkdcntmul3'omeArtimc ION IS14110ft Contractor's Signature M lit M I•DAD 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 under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI.IJ). This NOA shalt 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 AI -IT 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. DESCRIPTION: GAP 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 iu 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 Minim - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, there it shall be done in its entirety. INSPEC'T'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA ##02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 05U1.95 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 col 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 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat ® Emulsion (Matrix' `t Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix r" System Pro Aluminum Roof Coating Fibered 301) GAT Jetblack All Weather Plastic Cement (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement G AFGLAS® #75 GAFGLAS #80 Ultima 13ase Sheet GAFGLAS Flex PlyTM 6 Roofing BUR Wood -75 psf See General Liimitation. #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 ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 ASTM 1227 Product Descri ption Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 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 1) 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 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: U3- 0507.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 2o'f21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVBNT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS© STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - Weldi' "i Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SUS Heat - Weld!" 170 FR. RUBEROID® SI3S Heat - We1d " PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - Weld" 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® 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 1 meter (39.37 ") wide 1 rneter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 ureter) wide 39.37" (I meter) wide Test Specification ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with 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. ASTM D -6164 ASTM D -6164 ASTM 1) 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 -6164 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. ASTM D -6164 Product Description NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Paige 3of21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP . Smooth RUBEROID ® MOP 1701 RUBEROID® MOP FR RUI3EROIDO TORCH Smooth RUBEROID e TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUI3EROID ® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM I) 5147 ASTM D 6164. ASTM D 5147 ASTM 1) 6164 ASTM D 5147 ASTM .D 6164 ASTM D 5147 ASTM D 5147 Product Description Non -woven polyester rnat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth • surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen thembrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 514.7 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Non -woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 4 of21 Product Vent Stacks (metal and plastic) GAF Aluminur Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Alurninun Roof Coating.Fibcred 302) UAF Built -Up Roofing Asphalt R[IBEROID MOD Asphalt, Asphalt L c Asphalt P Tile -Mate 13ase Sheet Tile -Mate Cap Sheet Shingle- MateT "s Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat M13 +(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro Sf3S Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (RuberoidOO MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 1001b. cartons, bulk 60 lb. 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. 4 sq. roll 30 lbs. 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM D312, Types 1,11, III and 1V 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 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 Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment 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 SEBS 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 hY ROX Product (R.uberoidOMB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix. 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - .Fibered Rl.lfERO1DC;tl Modified 11 itumcn Adhesive APPROVED INSULATIONS: White Lime Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons c3AFI'EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAF1'EMPO Composite A & N (BMCA.)GAh1'LMP® Fiberboard (AfTE:MP® Permalite GAFI'EMP GAPCANT' GAF'I Permalite Recover Board GA) TEMP GAFEDGE'M Tapered Edge Strip (IIMCA) GAh1'EiMP® High Density Fiberboard 'MCA lnergyCuard, RA ItMCA. Composite EnergyGuard, RA emu.,.. 11111C. I...V.al. rrvl Test Specification AS'I'iM 1)4586 ASTM 1)4586 ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM I)3019 Cold Applied asphalt Adhesive. ASTM D 2524 Fibered aluminum coating. ASTM 1)282=1, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation hoard. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive -- Flashing Grade. Standard Plastic Asphalt Roofing Cement Manufacturer (With Current NOA) GAF Materials Corp. (.rAF Materials Corp. GAF Materials Corp. GAF Materials Corp_ GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA H M C A Apache Products Co. Apache Products Co. NOA No: t13- 050L.05 Expiration Date: 11 /04 /O8 Approval Datc:10 /23/03 t'age6oti21 APPROV D INSULATIONS: Product Na me 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 FibeiGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board AP PROVED FASTENERS: Fastener Number 1. 3. 4. 5. 6. Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec®) ASAP GAFTITE® (Drill -Tec®) Base Sheet Fastener and Plate Galvaltune Plates (Drill - Tec(RD Metal) Polypropylene Plates (Drill -Tec ® Plastic) Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate loam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral 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 galvaluine stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Manufacturer Dimensions ('With Current NOA) 3" and 3' " Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville 1 ohns Manville Masonite. RMax, Inc. Partek, Inc. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03.0501.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 l'age 7 of 21 APPROVED F+AS'1'I N : Fastener Number 7. Dekfast Ilex Plate 8. Deldast 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. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Iusul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates Product Name TABLE 3 Product Description Galvalume 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' /a" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners [Tic. Constriction Fasteners Inc. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3?" ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Crroup, 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. 1RT of S. F1. IRT of S. FL Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.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: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10 /2310 Page 9 of 21 NET 3alisFAXNOn From: /Wheeler To: X C , Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. Base sheet: Fastening Options: Wood, Non - insulated le / or greater plywood or wood plank decks Base sheet mechanically fastened. Dale: 1212/2003 Time: 1:58:36 PM Page 19 0l 22 GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with pprcrved annular ring steal k nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above 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 D. sign Pressure --45 p f.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 fastene •acin: of 9" o.c. at the d and in two rows 9" o.c. in the fi . (Maximum Design Pressure -52.5 psf, ee General Limitation #7) GAFG : ase cet or any o a ove : ase s ex -a -, Drill -Tec (GAFTITE) #12 or 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 (GAFTITE) 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 Sheet 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 -Z5 nsf. See General Limitation #7) One or more pliesCGAFGLAS® PLY)GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smoot�or UBEROID 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 . GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt a • 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 of 21 • NET SabsFA)Dion From: /Wheeler To: X Surfacing: Maximum Design Pressure: See Fastening Above Dale: 12/2/2003 rime: 1:58:36 PM Page 20 o1 22 (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 Fibercd 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 lbsJsq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM I.IMITA'I'IONS: • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically anchor sheet. 2. Minimum r/" Dens Deck or '/z Type X gypsum board is acceptable to be installed wood deck. G 1;1s'EItA I, L1 fbf ITAT EO NS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the TNT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes arc acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' nlaxinunu. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the ban; sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter mopped 8" ribbons in three rows, one at each sidelap and one clown the cer ter of the 4 sh ( eet allowing or ip a continuous area of ventilation. lincircling of the strips is not acceptable. A 6" break shall he placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a nraxim c: esign pressure of -45 psf. 5. }' astener spacing for insulation attachment is based on a Minitnum Characteristic Force (1a) 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. attachment 6. Fastener spacing for mechanical attachment of wchor/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 Rcgiste•red }Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacin shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 1115 an calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shaft comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall he increased for both insulation and base shcet..as calkulatcd in compliance with Roofing Application Standard RAS 117. (When this limitation is speci Ccally . referred within this NOA, General Limitation 119 will not he applicable.) 8. All attaclunent and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 11 1 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 corners). Neither rational analysis, nor extrapolation shall be p(auritted 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 f17 will trot be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida 1 Code and Rule 911 -72 of the Florida Administrative Code. END O.F THIS ACCEPTANCE fastened base or directly over the NOA No: 03- 0501.05 Expiration Date: 11/04/08 A Ppt'ovat Datc :10/23/03 Page 21 of 21 d Roofing Systems (TGFU) Continued GAFGLAS -#80 Premium Base Sheet may be used in any of the following systems. • "G Cglas Flex Ply 6" is a suitable alternate 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. isocyanurate, urethane, perlite; isocyanurate composite, perlite/ urethane composite. wood fiber /isocyanurate composite, phenolic, any thickness. PIS Sheet: Three or more layers Type GI "GAFGLAS 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, isocyanurate, urethane. perlite/isocyanurate composite, perlite' urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ph• 6". Sheet". Sheet: One laver Type G3 "GAFGLAS !Mineral Surfaced Cap 3. Deck' NC Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6". Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC incline: 1 i 2 Ply Sheet: Any LL Classified gravel surfaced R", d Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One laver of Tvpe G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more lavers of Tvpe GI "GAFGLAS Ply 4" or GAFGLAS Ply 6" Cap Sheet One laver of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply( Sheet: One or more lavers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ph' 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, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Tvpe G1, 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: "GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. 8. De& C -15/32 Incline: 2 insulation (Optional): One or rnore layers perlite, wood fiber, glass fiber. isocyanurate, urethane, perlite /isocyanurate composite, perlite/ he composite, wood fiber /isocyanurate composite, phenolic any Base Sheet Two or mor. layers of Type G2 or G3. Ply Sheet (Optional): Membrane: One or more layers of Type Gl. granule), "Rul or more layers of "Ruberoid Torch" (smooth or granule) or "Robed Torch Plus" (granule), "Ruberoid Mop" (smooth o ro(d Mop Plus" (granule). ti LOOK FOR THE UL MARK ON ROOF COVERING MATERIALS (TEYT) 17 Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 1. Deck: C -15/32 Class B Incline: 3-1/2 Insulation (Optional): One or mor: 'avers perlite, Hood fiber. glas fiber, isocyanurate, urethane, perlite /tscz•aaurate composite pe:hrt• urethane composite, wood fiber / isocyanurate composite, phenolic ar thickness. Ply Sheet: Twu or more lavers o' Type GI "GAFGLAS Ph 4` c, "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sliete mopped. 2. Deck: C- 15/32 insulation (Optional): One or more layers perlite, Incline: 3 -1. 2 wood fiber. :la• fiber, isocyanurate, urethane, perlite!isocvanurate composite. perlite ttfethane composite, wood fiber; isocyanurate composite. phenolic an thickness. Base Sheet: Two or more lavers of Tvpe G1, G2 or G3. Membrane: One or more lavers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth r: granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ', ho: :n: •i'1'e d 1. Deck C -15/32 Class C incline: 1/2 Insulation (Optional): One or more lavers perlite, ..woad fiber. glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, pr`hte/ urethane composite, wood fiberi(socyanurate composite, phenolic any thickness. Ply Sheet: Three or more lavers of Tvp G1 "GAFGLAS Ply 4' or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs!sq. COAL TAR FELT SYSTEMS WITH IiOT ROOFING COAL TAR 1. Deck: C -15/32 Class A Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite; isocyanurate composite, perlite) urethane composite, wood fiber!isocyandrate composite. phenolic, any thickness. Ply Sheet: Three or more layers of Tvi'v GI "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 laye ' incline: erlite, .good fiber or glees fiber, 2 in. max. Ply Sheet Three or more lavers of Type GI "GAFGLAS I'Iv 4" or "GAFGLAS Ply 6 ". Surfacing Crundv industries "al MB Alurliirium Rout Coating"- at'. 1 -1/2 gal /sq.. : _ 2. Lleck:'NC Incline: I Insulation (Optional): One or more layers p; •mite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, Fertile/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq• 3. Deck: NC Incline: 1/ 2 insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced ClassA asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type GI or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type Cl or G2, adhered with hot roofing asphalt. S acing "CAF Premium Fibered Aluminum Roof Coating ", 1.1 /2 g sq or "GAF Weather Coat Emulsion ", 3 gal/s 5. De c • NC ins�ation (Optional): Incline. 1 . OP Perlite, glass fi ber. polyisoeyanurate, wood fiber, mechanically fastened, any thickn RODUCT i . 05/16/2003 13:30 FED1TERRANEAN ROOF TILE 4 3057572 s 551 338 5391 -.0d1 3 :691,MsMOf11@rL1fut11c usosTEPAAmeAN :5B' 999 5391 NU. J4M FLORIDA. MIAMI. DU4G METRO-DADE FLAGi'� t4a west FLAGLERS 0.1 (305) 33754 0 MIAMI. 5 2 FAX (305)375-Z108 UM./ P if . MtANIK eeoe BUILDING CODE COMPLIA L OFFICE (BCCO) PRO0UCr CONTROL DIVISION K OF ACCEPTANC OA IVIoniar NW 2O 'Mettle, 1,35 N Boca Raton, Ikt, 33431 serials regulations governing the use of construction ma SCOPE. under the applicable rules and Product Control Division and Uow� by • A is batng issued reviewed by Miami-Dade County and other areas where n This NO toed bas been revs used in Miami Dade County "The do Bo rd 0f u submitted (BORA) to be by the Board of Rules end Appeals Product Control the Authority Having jurisdiction (Alm)•. Miami-Dade County right to expiration date stated below. han Miami -Dad Coouny Produc perform in shalt not Dade d C after two the A (in a reas other duct or material fails to pe This NOA purposes. If this Pro i or Division (In Miami Dade Counq►ed for quality assurance p� and the MI may reserves the right material tested will incur the expense of such testing the manufacture nl within their jurisdiction. BOR.A have ,s' odd or er duct or material the accepted end the use of such pro Product Control Division that this prod uct or revoke, o revoke a this or stop incd by Miami -Dade County Pmd to �vakle this a cceptance. if it is determ applicable building Hurricane uiremcnts of the app 1 with the l libh Velocity ma terial fails to Meet the req been designed to comply This product is app roved as described herein, and has be Zone o f the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri, Concrete Roof Tile p R,anufacturct s name or logo, city, stoie and anent label with the " unless er' n me o loo. city, . tat s. Each unit shall bear a permanent Control Approved . LABELING: following statement: "Miami -Dade County application has been filed and there has been no Following sloth f t after a renewal app has b this l e d an t. change�al' of this applicable b shall be code negatively sins or change in the code negatively affccUfS the performance been a r nt of any TERMINATI the ION of building occur after the expiration date or if there has as an revisi of this NOA will �. Miser of this NOA '�E1EtM &NA'7f [ON manufacture of the p or pr'a mate this NOA. Failure to comply product, use, and/or other p ur p OS shall automatically term advertising or any removal of VOA_ Florida, and followed by product, for sales. la ed, then it shall All any ADVERTISEMENT: of this The shall n u bee for preceded by t thhe a words Miami »Dade C u tY. i t r isp Y with The i number pie R AQ7YI�.R"1TS in advtttisiag literature. If any portion expiration date may be displayer the exp to the use by the rnanufacturcr or its distributors be done in its entirety. of this entire NOA shall be provided Official. A copy � site at the request of the Building A shall be available lion at the j and shall be available for inspection This consists of pages I through 7 vrcd by Frank ZuloaBa. ItRC The subm bmitGtd doeumenwtior► was reviewed No.: 02 205.07 Expiration Daft: Approval Date: 01102/ 11 of 05/16/2003 13:30 e-03; 3:060M9MonterLI.Fet, le ROOFING ASSEMBLY APPROVAL Roofing Category: Tiles Low Profile Roofing Sutr- CaieB Concrete 1_ SCOPE V i1L�1, Roll. and Capri Concrete Roof Tt1e, Monier Lifetile hence• This renews a system using and described in Section 2 of this Notice of Acec�p e ce. not as requirements, as determined by applicable Building Code using o s the 'manufactured Monier Lifetite LLC Hance with RAS where the pressure values obtained by calculations in comp values listed de s cti min. the anachment calculations shall be done as a moment based vetoes listed in section system. 2. PRODUCT DESCRIPTION nr ,.nuf a t amed by Di nsion ► = 16' /s" w = 13" y," thick Monier Lifeitile LLC L s 1 T W� 12'4" Capri Tile th thick Monier Lifetiic LLC Villa & Rolt ` hair Pieces 2.1 SU BMI'1irED EVIDENCE: Test identifier 7161-03 . Appendix ill 7161 -03 Appendix 11 PO402 94 -0608 94-084 Redlnnd Technologies Redland Technologies Rutland Technologies The Center for Applied E lno. The Canter for Applied En i! eying, Inc. MED I TERRANEAN ROOF TILE 4 305751228 MEDIY6PRAmtAN IM1 :561 936 836' I et varies w n varies varying thickness 1pr�thct Test Desc i tioa C_neC i(I�p {011 PA 112 Low profile, interlocking, high pressure c w one extruded concrete roof tile equipped rail hole and double roll ribs. For direct deck or battened nail -on, rmortar or adhesive set applications. PA 112 Low profile, interlocking high pressure one extruded concrete roof the equipped with or hole and n il -Ot1 roll ribs. adhesive dimct deck or set or battcnc applications. feces for use PA 11 2 Accessory trim, concrete roof P at hips, rakes, ridges and valley terminations. Manufactured for each the profile. net Static Uplift Testing PA 102 & PA 1 Wind Tunnel Testing PA 108 (Nail -On) . Withdrawal Resistance Testing of screw vs. smooth shank nails Static Up1iR Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) NO.344 9002 s 2/ 7 Date Dec. 1991 Dec. 1991 Sept 1993 March, 199 May 1994 NOA No.: 02420 luptrattoii Date 12/16i01 Approval Date 0E�� 05/16/2003 13:30 6- 8-03; 3c69PM :MOn,erL1*et‘le ' Tom, encv Redland Technologies Redland Tecltrtologies Professional Service I Inc. tied The Center for APP Engineering Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc, lied The Center for App Engineering, Inc,. The Center for Applied Engineering, Inc. The Center for Applied Engineering Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Welker Engineering, lie. Walker Engineering Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MED 1 TERRANEAN ROOF TILE 4 305757272 Me.o 1 TE1:1A•6AN (MI '1'a [dent/ ter p0631 -0 Letter Dated Aug. 1, 1994 224 -4709 25- 70 -1 25- 709 -7 25- 7094- Project No. 307025 Test tIMDC - 760 25- 718 -1 25_7183 -2 25- 721 -2 25-7214 52845 - -1 520109 - Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations :661 336 639. Test ^ ��rJR Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" licadlap, Nails, Direct Deck, New Construction)° Static Uplift 'resting PA 102 (4" ticadlap. Nails, Battens) Static Uplift Testing PA 102 (4" Headlap. Nails, Direct beck, Recover/R= Wind Driven Rain PA 100 Static Uplift Testing PA 102 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -709 25 -7496. 25.758 25- 7804b - 25 -7804-4 & 5 25484 Aerodynamic Multipliers Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 NO.344 P003 3/ T Oct. 199 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 199 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205. Expiration Date~ 12I16R Approval Date:•01/02J04 Tap 3 of 7 05/16/2003 13:30 MEDITERRANEAN ROOF TILE -> 3057572720 y- 9 -09: 3: 69pm;mOn.arLi 3_ LIMITATLONS acceptance. rforssrd in of thisaccep a static field Uplift test shall be Pc 3.1 Foe Classification a not s applications 3.2 For mortar or adhesive set file apP ncc with IOG. C Certified' Laboratory to perform accolic i the services of a Miami -Dade Such testing a bort t0 be submitted per to 3 3 Applicant shall rata dix 'A' test in accotdattee with TAS 112, apP' lications the Building liana Office for review, linable Roofing ApP the Building Cade C compliance with the applicable t shall be in cro+nP 3.4 Minimum undcrlayttt� be installed perpendicular to the roof slope Standards listed section 4.1 hem r applications may nufacturers published literature• 3.5 301 hot mopped wiseby the t material rrra ise by t � rmderlayrnen deck requirements shall be in unless stated nce is d deck applications. Minimum 3 •( This acceptance is tot WO compliance with applicable building code. Capri Concrete Roo( 'file and its components shall be INSTALLAT and C ap lication Standard RAS 118, RAS 119. and 4.l Monier Lnestri Villa, Banc installed in strict compliance with Roofing App RAS 120. 4. 2 Data For Attachment Calculations and Dimensions (1 x w Table 1: Average Weight Tile Profile Monier Lifetile Villa and Roll the Monier Lifetlto Ca Tile X( ) Direct D ;��' • lication �■� 0.289 Table 3: Res Battens Direct Deck 6.30 Direct Deck Battons Direct Deck 5.90 7 ":12" or reater Direct Deck NO.344 P004 MED$TEAAANEAN ( :56% 338 33Q1 tt 4/ 7 NOA No.: 02- 1205.05 E Date: 12/16/0 Approval Deter. 0113 • 05/1h/2033 13:30 tEDITERRAWAN ROOF TILE -> 3057572728 m co 1 7Er;PANEAN 0- 8-03; 3:59PM;•A0n16r✓Li.ati1O IM) :58 330 5301 N0.344 O805 O 5/ 7 I Fastener Type 2 -10d R1n • ink Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail Field CO 1 -10d Smooth or Screw Shanit 2•10d Smooth or Screw Shank 1•lails Field CI' 2 -10d Smooth or Screw Shank Nails Eave Ct' Battens Tile Profile 2 -10d Rtn • Shank Nails Monier Lifetile Villa, Roll, , Rt and Ca Tile 54 erns of Po 4 La .: • al +\ Beeman* rams al Po 5 Medium tc.,41:1 • acement of 2' 43.0 67.5 lostallatlon vinih a 4 Cite head and fasterners are located a min. of 2'h' from head of hie. Table 5: Attachment Resistance Expressed as a Moment Di, (It4bf) _ n_ erthesive Set S tams Adhesive Minimum Attachment Resistance 26.1 Profile - Monier Lifetile Villa. Roll, and Capri Tile ., tar installation : • yirernents. 2 Fee manufactures Copt • • n 3 Flexible acts Company SOnd Average weight per patty 11.4 grams - Po cam Product, InC Averrd • 0 we a ht - r 1 . ' 8 . :. s Adhesive Set S gems Tile Profile me for Sin • le P Table 4: Attachment Resistance Expressed as a Moment - qt -Ibl) for Nall -On S `terns .,_.... Direct Deck (min. '19132" plywood) NOA No.: 02- 12 Expiration Date: 12/16/ Approv>a1 Date g� 5 403 05/16/2003 y i � 13:30 g— 6- e1 40PM SS: Attachment Resistance Expressed as a Moment - Mr( - lbf) Table 56 A for Mortar Set tens Attachment Resistance Tile Profile Monier Uifetile via, Roll. and Capri Tae Tile licatIon Motto Set 20.60 LABELING tiles shall bear the All tes nt or identifiable marking of the manufacturer's name or logo, or 5' imprint product Control Appro following statement.. "Miami -Dade County PERMIT REQUIM by copies of the following: 6. BUILDING 6.1 Application pERNI permit dial/ be accompanied 6_l Application Eor building p 6.1.1 This Notice of Acceptance. b funding Official or applicable building ` 6.1.2 any other documents required Y code in order to properly evaluate the installation of this sys ' MEDITERRANEAN ROOF TILE 4 3057572728 M PROFILE DRAWINGS N1NL NOTE 04 :58' 336 639 MONIER LIFETILE VILLA CONCRETE ROOF TILE lIa NO.344 P005 gs 6/ • NO No.: 03- 130545 Eaptrattun Datc:12/16107 Approval Date: 01102/03 rage 6 or 7 ,pA;.3 :50PmiMonierL14oci le • i.S 05/16/2003 13:30 MEDITERRANEAN ROOF TILE - 4 3057572728 • 1.aE DI'T 6 P0A N 65.W. (M). :50 MO, TIER LIFETtLE ROIL CONCRETE ROOF T ILE 3305 - • END OF THIS ACCEP;fAP!C>E''. • MONIER L1 fTILE CAPRI CONCRETE ROOF TILE NO.344 P007 .140A No.: 02- 12.05.05 g spirutton Date: 12/16107 Dutez 002/03 •. tge 7 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, 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 Building 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. ,�/� ate JA t J 31 , 19 2- Owner's Name and Address.. ni f: P 1K, 't 1 ' Co U f I t S ( No. ;40 N Street_.13.5 t Registered Architect and /or Engineer Name and address of licensed contractor L A S T ' w 2 6� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) NS 7 DLL- £1.0E.2.6 r_ - Poo t= 7� 7 o C ° � /- a P and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 11.0 6 " Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub- ractors employed by him in the work to be performed under this permit; and will post or cause to be posted for s ection on the site of th woe such public notice or notices as are required by the Act. The undersigned agrees to employ only such )Z. tractors, on work to a lerformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, peared 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 application, and therein by him stated are true. Permit No 2 Date "- �-f C Z Read, Sworn to and Disapproved Da e (Signed) Building sector PLANNING BOARD DATE Chairman Member Member .. Member Council Approved Date Disapproved 101✓U._.p F -it. + Tel / ul2e=> o v ciaLLtCt a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, that he did sign the same, and that all facts Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Owner's Name and Address Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, 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 Building 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. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT / /14 A) Date..._..._ . _... _ ,19 No /4' ..... Street Registered Architect and /or Engineer Name and address of licensed contractor... . 7J..6/�.:4: . _.... . • Location a d leg dcscripti n o� lot to be built on: Lot Y `L... t (I f bock 23 Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Le../:::t2.Q.F:t v G- and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of ounda t Roof Covering Estimated Total cost of improvements $ f r'it'es Amount of Permit $.. .1>_ 5: - Pr Zone cubage required plan Cubage Distance to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and Specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors em dyed by him in the work to be performed under this permit; and will post or cause to be posted inspection on the site of the work s ,ulrlic n ce or notices as are required by the Act. The undersigned agrees to employ only such. •ntractors, on �tjrork to be , rf•� and pennit, as are licensed by Miami Shores Village. Remarks (Signed)... �.. 7.l'1 s 7` STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 application, and that he did sign the same, and that all facts therein by him s edge true. 1 6 � Permit No.__ —.— Date _._ _ ........ Read, Sworn to and Subscribed before me. _ — Disapproved _ Date. (Signed) .._. -.__ Bui • � g Ins pects My Commission Expires Notary Public, State of Florida to me well known, ANNING BOARD _.._ DATE Chairinan Member — ....... _._...... --- Member Member Member ...... Member ...._............_. �.._._ �.___ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after apprrn•al has been obtained from the Planning Board. A re inspection fce of $1.0 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.' limige -of ffliami Shores N° 4021 6 JOB ADDRESS INSPECTION TIME READY ,, REMARKS INSPECTOR e is DATE Ville of Miami Shores JOB �L A v s tiS ADDRESS /° N �• INSPECTION ri TIME READY 87 REMARKS A i r 9 S, a 6 110-®0 INSPECTOR ■9 3852 t S DATE 3 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. 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 Building 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. Owner's Name and Address Street and Number where work is to be done Disapproved (Signed) STATE OF FLORIDA COUNTY OF DADE. } SS. APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect and/or Engineer /7 A Name and address of licensed contractor T.av r g9e2i:-_Thic, a • _.9t r • Location and legal description of lot to be built on: 7/ J�OCC' �J ' /7 Q 1 Lot 7041/c/ S Block Subdivision �/y� // 70 �° ,/ .) / r! 1?Irry Q S cT I' S m / V Permit No. 74 ) )t Date WA/ /ro F.3s>L Date [i 19"" No. /V NL= Street 93 S'f Statee wwork / � be done and purpose of building (by floors), state exterior colors (submit samples) r- e rco F C--4A646 c v' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 6/6) (2f4, (jP,J Estimated Total cost of improvements S J "OO o v Amount of Permit S ,_ 3,e ^ n Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for s • building. All notices with reference to the building and its construction may be sent to i afo2 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has co compliance from all contractors or sub - contractors employed by him in the work to be performed under tit' on the site of the work such public notice or notices as are required by the Act. The undersigne. - ees4 • • . under this permit. as are licensed by Miami Shores Village. Remarks (S' Date _1 "1 aid/ OIL? /- / ned) per wi t; a oy on d / ,7 Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared 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 application, and that he did sign the same. and that all facts therein by him stated are true. Read. Sworn to and Subscribed before me. 9loyer of Labor under the Florida Nbrkmen's h provisions thereof.: d will require similar ill .. t ca a to •' pos . for inspection s n wor to be perfor Notary Public, State of Florida to me well known. Bui ding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Applicatt. n is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build.. ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, 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 Building 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. Owner's Name and Address . Registered Architect and /or Engineer Name and address of licensed contractor.. L '- therein by him s%t are true. Permit No..w__ Date Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT c � Date... ..: �_.__• —_ ......__ .. `� No./Ye� .... .._.. StreeC Tx . . 1 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and pure s o building (by floors and for no other purpose. New Building Remodeling Addition j Repairs No. of Stories _ To be constructed of Kind of foundati n Roof 4overing 776 6 .. Estimated Total cost of improvements $.... J Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only sue _ subcontractors, on s srk to be performed under this pennit, as are licensed by Miami Shores Village. Remarks .—:_ (Signed) S STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 application, and that he did sign the same, and that all facts )' 7 7 Read, Sworn to and Subscribed before me. ate.. Notary Public, State of Florida Building`Mfpector /' My Commission Expires to me well known, PLANNING BOARD __._._.... Chairman Member • Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changesJo this application after approval has been obtained from the Planning Board. A re-inspection fce of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. S lf 28 June 1991 TO: Building & Zoning Department Miami Shores Village FR: Attn: Mr. F. Lubien, Director Bertha Trujillo & Mike Diess 140 NE 93rd Street Miami Shores, FL 33138 RE: COMPLAINT OF UNSAFE STRUCTURE Dear Mr. Lubien, -L_v4(di1� .1 L vy, Bertha Trujillo / Mike Diess 6410/ b) 5197 15 CO j-V© l ✓i CIN /VerAit t - &L S Firr u r'I -3 " l Q00711014 ciarN r6t, � 7 cO,r>riVie_ 51 We are the new owners of the property at 140 NE 93rd Street, Miami Shores, FL. We purchased the house from Wayne and Rosemary Grondin and moved in on May 1st, 1991. Within two weeks of moving in, we began work on the ceiling in what is called the "family room ". The ceiling is a peaked or cathedral style with exposed roof joists. The space between the joists is less than 2 feet and, in this space, the previous owner had installed acoustic tile. Underneath the acoustic tile there is a 2 " -3" layer of dense, fibrous insulation, apparently impregnated with a waterproofing compound. We wanted to remove the tiles and replace them with tongue and groove wood panels. When the tiles were removed, we discovered wet areas in the insulation. Prudential Realty handled our closing and had ordered the roof inspection; because broken tiles were found, the seller had money in escrow to cover these repairs and Prudential Realty contracted Quality Roofing to replace the broken tiles, which they did. We advised Prudential Realty that we had discovered additional leakage in the roof and were given the name and phone number of the roofing contractor to call directly. After numerous requests, the roofer came back and attempted to patch the area of leakage, however, the roof continued to leak. In order to explore the source of the leak, we removed some of the insulation, hoping to find watermarks on the underside of the wooden roof. Instead we found roofing paper attached directly to the insulation with no wood in between! The reason for this complaint is to initiate investigation of what we consider to be an unsafe condition in our new home. Please do an inspection as soon as possible. You may call us at home (765 -2734) or at our jobs to schedule the inspection. Thank you for your help. Mike Diess office: 252 -5739 / Bertha Trujillo office: 754 -2734. 11W NNPILSP*' a1+ mar -----mmallomposionmingougriumni .: Pt 111 NNW ; UM