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933 NE 99 St (14)'Inspection Number: INSP -8736 Inspection Date: 02/06/2006 Inspector: Grande, Claudio Owner: GALLO, DARYL Job Address: 933 99 Street NE Project: <NONE> Building Department Comments Friday, February 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -897 1A Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC �CL Block: Permit Number BP2005 -209 Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060340250 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Passed b ` Inspector Comments vl e— - .S ' 41-01---- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -8736 Inspection Date: 02/06/2006 Inspector: Grande, Claudio Owner: GALLO, DARYL Job Address: 933 99 Street NE Project: <NONE> Building Department Comments Friday, February 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -897 1A Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC �CL Block: Permit Number BP2005 -209 Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060340250 Lot: Phone: 786 - 277 -9540 Page 1 of 2 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 /f 26 51 76 2 P � 27 52 77 3 28 53 78 4 29 5 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 • .� 1-1. G4llo Job Address • I t � 1 k 0.4 Roofing Contractor K „t 4 Type of Tile: ► t 4 bk S R2A-6 -4 ' f - Approximate Roof Height: ( feet Type of Access to Roof: Scaffolds dder Approximate Square Footage of Roof tlef Required Testij g Force: 35 Testing Equipment C 0 Owner's Name IN ACCORDANCE QUALITY CONT Date Tested: - 17-0.1 THIS R ^ ' 'T SUBMITT 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 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 P.E. SITE SPECIFIC INFORMATION ft egrr 14 0- Date Installed ' 1° " p " Roof Pitch: 3 Other hatillion 0 TEST RESULTS P = PASS, F = FAIL fTH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT L TEST. Project No 6 b 2 3 it # 2 /L99 NOTES: KETCH OF ROOF JOB isboG435i., i b. S 040.1SES ,,� ' SHEET NO 11 CONTRACTOR kip f ,A, �'L 1t 4 l IJ €f CHECKED BY DATE SCALE • 4 J. • • 9 i MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n - Permit No. �!� / ° �� l� spos-_ 5) Name <<= // / / Correction Address Company /// /r Phone # % /% i/ /L / Inspecti • . ate Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (/ / & 2—Time Type Insp'n Amu/ Permit No. Name Address 33 °1 r , 77-0 Company Phone # J For Inspector/ 1 CY 2 13 Name .'.; Date Approved Correction ❑ Re- Insp'n Fee ❑ o�. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Nam Address Company Phone # For Inspector: H 7) 0 �_ Approved Correction Re- Insp'n Fee Name & Da W1.9 MIAMI SHORES VILLAGE 463 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7'- 2 2 — d 5 Type Insp' n 6 ke t Pr°1 Permit No. j y ` , - Name Cc / /e O'10 Address q 3 3 /i r S7 Company J�c� t P (a (� 0-64 Phone # Inspection Date pprov-, Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/17/2005 Applicant: DARYL Owner: DARYL JOB ADDRESS: 933 NE 99 ST Contractor KAWALEK, PAUL RICHARD Parcel # 1132060340250 Building Permit Permit Number: BP2005 -209 Contractor's Address: P.O. BOX 531051 Page 1 of 1 Local Phone: 786 277 - 9540 Legal Description: 5-6 53 40 MIAMI SHORES SEC 8 PB 14 -33 E9FT LOT 16 ALL LOT 17 & W16FT LOT Fees: Description Amount FEE2005 -2208 Building Fee $250.00 FEE2005 -2209 CCF $3.60 FEE2005 -2210 Notary Fee $5.00 FEE2005 -2211 Training and Education Fee $1.20 FEE2005 -2212 Technology Fee $6.25 FEE2005 -2213 Scanning Fee $21.00 Total Fees: $287.05 Total Fees: $287.05 Total Receipts: $0.00 &Pi Permit Status: APPROVED Permit Expiration: 8/10/2005 Construction Value: $5,600.00 Work: ROOF - MASTER PERMIT BP2004 -1299 Signed: (INSPECTOR) FEB 18 2005 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: 8, Y - ( 2 . 5 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Hlt-MRS M • G 4 (1 o • Phone # 3 QS 75' - 6. / Owner's Address 9 3 /1/41 k City At 1 'SW / S6-k es' State Tenant/Lessee Name /UPI Joh Address (where the work is being done) 733 N.G-. 9 -s. S City Miami Shores Village • County Miami -Dade Zip 3 3 /& P Is Building Historically Designated YES NO Contractor's Company Na e V/ a- I g0 Of; h3_ Phone # Contractor's Address (] (_� X 5 / �s City V l a- IAA State L.— Qualifier Gl uti Awed e i Type of Work: Describe Work: roo Total Fee Now Due $ y�S Addition (Continued on opposite side) I tk y/ Miami Shores Village Building Department 100'50 N.E.2pd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Cos s c.e. L 4-, w (� ( Phone # a q c " Lj3 7 .3 $ Value of Work For this Permit 5 00 Square Footage Of Work: ❑Alteration t h 2 .sa e co n .S S T.2cc r e Zip I New ❑ Repair/Replace ❑ Demolition &V\ S Permit No. 311 x9 Master Permit No. � j p -- fa 9' Phone # 33/3k Code Enforcement $ Structural Plan Review. $ 3 1 7 F L -o l q I Zip - z2/E3 6 13 a Sooy3b '5D c e e Coro ■ rou * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Submittal Fee $ Permit Fee $ . b " CCF $ 3( go CO /CC Notary $ Training/Education Fee $ (, a� Technology Fee $ 6 � p� Scanning $ �+ Radon $ Zoning Bond $ Sat -' 77- 9ry6 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: 1 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 properly 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 a#proved and a reinspection fee will b charged. Sign Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *I. ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: � FEB 1 5 No"' Plans Examiner Chc 05/13/03 Engineer Zoning 3_01-48 5/03 PAGE 2 Florida Building Coda Edition 2002 High Velodty Hurtktns Zone Uniform Permit Application Form. Master Permit No. _�j I Prompts No. Contractor's Name I" A. R-I Gt, k.t1 v� Job Address i Low Slope ❑ Asphaltic Shingles tiNew Roof Low Slope Roof Area (SF) 35 Section A (General Information) 6 / 33 `-" S - I ; ROOF CATEGORY ❑ Mechanically Fastened Tile U Mortar Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes akes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Are there Gas Vent Stacks? Yes ❑ No 0 Type: Natural 0 LPGX ❑ ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) 5 Ld50 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. �. , 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Foes. Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, nhi •NA' System Manufacturer b h ROA Nc; .. 03 — b5o I i Qc .Comet oo Q Lap. # Rows — 0 • oc Design Wind Pressures, From RAs 128 or Calculations: • • P r r renc 1 r Sa Pmax2 : Sri 3 Pmax ; 3 j i l l Number of Fasteners Per Insulation Board Max. Design P + the SpedfI NOA . Type; • Gauge/Thickness: 5 /4) Slope' 0 MchodBase Sheet & No. of Ply( s) Fasts Base Sheet(s) & No. of Ply(s); Ply Sheet(s).A No. of y(e Section C (Low Slowed Roof System) eet DV/ 4 11 Top insulation Layer, . Top Insulation Size and Thickness; Top Insulation FastenedBanding Material: Base Sheet Fastener/Bonding Material: LAP Insulation Baia Layer. Base'Ine elation Size and Thldaness; Base Insulation FastenedBonding Material: . TopPlyQstengr/ ending Material: Surfadrig: Ply,¢htirhastepetll3onding Material: Top Ply: ?A F FR M0 N` -amen Fastener Spacing for AnchotiBase Sheet Attachment • • . Field: A•ogGLap, # Rows a ® Perimeter. y • oo ® Lap, N Rows.1 3.°c G v • oc Field Perimeter ____Comer Illustrate Components Noted and Details as Applicable: • Woodbloddng, Gutter, Edge .Termination, Stopping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. • Mak: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers 'Details that Comply with ` S 111 and Chapter 16: • • CAF F Modile_ Mean Roof Height ex it ib :-- k-„2- 111-cibarjl base sh 3)3 Nlk w lh 1 `'�hca e n s tO °fit 1'1, Florida Building Code Edition 2002 H , h Veloci Hurricane Zone Uniform permit ; , kwon Fam. Section D (Steep Sloped Roof System) Roof System Manufacturer: Mon 1 ex Notice of Acceptance Number: 0). Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmact: r i i Pmax2: 1 b0 t b Prmax3: 1 ()oft) • Maximum Design Pressure From the NOA S • : Mc . _ , r, m • 6 5 Method of tile attachment: P t' l)1 F a, v a , c i ke S i V e Ridge Ventilation? N l� Steep Sloped Roof System Description 1 54 /I PI Lvov d ype Underlayment• insulation: Fire crier: 1 Deck Type: Mean Roof Height: I 1 R6iN 5 Adhesive Typi 4 4- q ype Cap Sheet: oof Covering: Type 8 She Drip Edge: hx354v 1 1 Florida Building Code Editioh 2002 High Velocity Hurricane Zone Unibrm Permit App ication Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from MI. lithe Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" We _ x X = )—Mg: all H4r NOA Mr (P . x X __ MP 4° _— M ° Mr: —__.._ NOA Mr _„�,�_ ----il — Mg: in Ma NOA M • Method 2 "Simplified Tile Calculation. Per Table Below" Required Moment of Resistance (K) From Table Beloar _ NOA Mr • re IV U1110ue inrormxtaoa Aerodynamic Its Restoring Moment Are so. Mean itoofltel 11 Job Sits Roos! lob Site Ilan Root Root Slope 19 3:12 34,.4 3:12 3ZZ 4:12 30.4 3:12 23„4 5:12 23.4 7:12 21.4 M Required Moment Resisbnce • 2r 35.5 344 32.2 30.1 20.0. 2s.3 i 23' 322 33.0 33.5 31.5 23.4 27.1 35' 31.7 374 36.1 32.1 30.15 23.2 40' 42.2 30.5 37.3 34.0 32.4 30.0 *Mast be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the valves for F' with the values for F,. If the F' values are greater than or equal to the F values, for each area oflbe roof, then the tile attachment method b acceptable: Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: _.._ x �' _ s rr: • ) W: x con 6 t _..._ = F.t: _..._ NOA F'_ (Ps: . zk= x wt =) —Wi x cos it = F a : tIOA (P3: x k = x rut _,_ s cos bF NOA F • Where to Obtaln Information DESCRIPTION SYMBOL WHERE TO FIND Design Pressure P1, P2 or P3 RAS 127 Table T or by an engineering analysis prepared by PE based on ASCE 7 Mean Root Height A Job Site Roof Slope 6 Job Sito Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mt NOA Required Moment Resstance Mr Calculated Minimum Attachment Resistance F' NOA Required upIf Resistance Fr Calculated Average TIN weight W NOA TVs Dimsnsicns �° NOA M calculations must be submitted to the Bupoing Official at the time of permit appllatlon. Mean Roof Height -► Roof Slope 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 I 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 (P1: (P2: (P3: r'. ( P1: ( P2• ( P3: X I: X 1: X 1: equals squab equals Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose wither Method 1 or 2. Compare the values for Mr, with the values from Mt. If the Mr values are greater thatn or equal to the Mr values, for each area of roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" A KO equals Lug g equals 4j equals a S • minus minus minus Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resisitance (Mr) From below: * Must be used In conjunction with a list of moments based tile system endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile system use Method 3. Compared tho values for F' with the values for Fr. If the F' value aro greater that or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" X w: X w: X w: equals equals equals Revised as of March, 2002 Mg: Mg: Mg: Mr Required Moment Resistence' • minus W: minus W: minus W: 5 1 equals equals equals X cos X cos X cos Mrl Mrl �� 3 Mr1 1 1/3 NOA Mr g; equals Fri: 0: squats Fr1: g: squats Fr1: NOA NOA NOA Mf Mf Mf NOA F' NOA F' NOA F' f: \bull4adm \evie \01-02 \counter\ forty >s\Roofing_Appendbc.ds\SECRON E • 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. 1M O 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship 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. M6 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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). l‘k- 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. V 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. M 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. 1M i 2 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. tit6 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structuial 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 toot. X1 1 0 / 0 5 Date Contractor's Signature c4tAiotAX • ., -Jr -V - . MIAMIU,\OE 1 DUILDIriC c :OD'e CC}1PLIANCE OFFICE (8CCC) PRoot: T CONTROL D1VISIoN 1 'NOTICE; OF ACCEPTANCE f'yt3Aj Monier Lilctile, Lk.0 135 NW •2C'" Street Boca Ratoii, FL 33431 MIAMI -DADE CUI.1717Y, }LORIDA. ME'71.0 -LADE P1.4CLER ltitHF,aTFLIII LBK ,I.irrE1e:}3 MIAMI, FLORIDA i3 t)!1.1563 0:)5) 3 FAX (30!) 173.2908 SCOPE: This NOA 's being issued under the applicnbir rules and regulations ovcm :rb the use c•f construction rnz terials. The docum:n'a :k 1 s.i mines) has been revirwc :: by Miami -Dade Ccunz4 Product C:or.:.r:+l Divisisnn a:::. ai ;erpte by the' oat;i .f 12ales and Apccals ( to be used in Miami Dade County and other areas were a :lr,Ned by the A .tr' irity Having Jurisdlraon (AHJ). 'Ih =,: •,hall riot be valid after the expiratitIr, date stated below, Toe e Kami.Ucd.t Cout;ty Pte ur : :'o ^poi D r '.lion (Li Miami Ones Cut :nty) and/or the / :34.1 (in areas other than Miami Dads C^. gooey) reserve :he right to ha �e this pioc.ue': or mate -'al tested for quility assurarcc purposes. If this product e; material falls Co perf:rm :n th ::keep :e'. rr, niter, 'N manufacturer will inovr the expense r1r, sue.- testing ald the AHJ may imrl a ?ia ;sly r: n?'.<e., rto afy, or suliperd the use of s'ach 77crdu :tor material within their Jurisdiction. BORA res ;::ve :e IF right ti: r :votte tl,.s a:eeptance, if it is determined by Miami - L)nde County Product Coni of Division that tr. picduct cr n• aerial fails to me-: -cqt :ire :rer.ts of the :.p ,usable building code. 7 if i p7* 6.1.:t is approved as dcss7'ocd herein, lad has beer design.d :o comply .'.itl± the Fliy}' V ;;.eery Furriest Ire o :' the F? Building Code. 1. k SCRIPTION. Span`31, 'S' Concrete Roof Tile 11, , BF,L1:• C: Each unit shall bear a pcnrlanc'1t label with -.he manufccturc ;'s name or 1:.go, city, s'atc and It It owing statement "Minrni•Dadc Cai:I0y Product Ccmtro: Approved ", u:l otherwise ,io►.cd h :r :i,n. h: 1! NE WA L of this NOA shat! be considered after a rsncwal opplicatip❑ h..s been filed and then' his bet n do cr,ggn in t , e: a plicabie building cod: negatively affcct.ng t`rc perform:nc: of th :s p- oduct. E FOlIN.' :'r10N of this NOA will occur aR:r the expiration date or if the -c hos been a re'. cr change in the rr a• erit,15, toss, and/or mcnufacturn of the product or process. Misuse of this NOA as an endor! ;trre orally II '7Juet, to: secs, advertising or any ut';er purposes shall autornaticai :y terriinate this t•10 E ail :re :o cc rnply its any section of this NOA shall be causc for termirati and rernoYal of NOA, •` lArf.R.TiSE ENT: The NOA number pre :ccded t y the words Miami -Cadc County, F1+orda, sort for owed by 11 a eY irat or, date may be disptiyt:d in advertising littro :ure. If any portiorr of the '10A is dispi iyr•:o. t;:e.•r, it shalt lI :.tor-7 in its entirety. it`i3PECTION: A copy or. this entire OA sits'! b' ? ;ovided to the user by the manufactcr :r cr '!i5tri'wtors and ;hall b: available for inspection at the jot sill at the request of the Building Offic'ei. This NOA consists of pages 1 tarcugh 5. "Inc submi tcd documentation was ra rcwed by Frank 7_uleaga, FRC NOA `root 02- 1205.T7 Expiration Date: Olit)2/08 �` Approval C.ttc :ally :2/03• Page 1. cC3 ROOFING ASSSIVIRLY APPROVAL Catcgo! y: Sub - Category: Materfitlr 1. .SCOFF Ttis renews a syst -m using Monier Liict l= Spanish 'S'Coneretc Roof Tile, .s manufactured '• Lifetite LLC and describe+! in Sect;on 2 of t_sk. Notice or Aoccptanec. For 1ooat ons - ohere the ;+resssre rec a:. cc ermined 'oy applicable $uildinl; Code dots not exceed the prtssur: vet'aes obtained b; cola ;!a *i:ms in compliance wi.h RAS 12' .ssir.g the values section 4 herein. The attacirrent colCulattion3 shall be done as a tr...-n -.t used r,•stern. 2. PRODUCT DESCRIPTION Manila:lured b;. Test A) ticam, irrtcns' s S,pc6(4.960 , Monicr Lifetilc 1- 18" PA 1 t 2 Spanish 'S' Tile w y 10 1 / 1 " rain. 3 ,'4" thick Trim, Ptne.s Red:and Tech:,ulogics Rcdland Technologies Fcdlanc Technologies Pedland Teehrte:ogits The Color for Appiied Enginee' ng. Ir.o. The Ccr:cr for Applied Ertgi:tci Zng, Inc. The Ccr. ter for Applied Fnzinee7ing, Inc. Roofing High Prafile Roofing Tiles Concrete 1 varies w = varies ...trying thickness 2.1 SUBMITTED EVIDENCE: test A.,cn_v T:'st "ctcnrifi r 7161 -0; Acpcnduc 111. 7:11 -G3 Appendix II PC647.01 P0d02 :4.084 54.083 2f- 7183.4 PA 112 Product De.s rthtionl High profile, interlocking, one-piece. '$' shaped, high•pressurc extr.:c:ti :orcretc raof tit; equipped w't1 two neil h.c!es. F or deck rai!•ort. morar sc: or adhesive set applications. Accessory 'rim, cenccetc roof piecee for use at pups, rakes, ridges and va:'.cy tcrininvinna. M3rufsei_eed for tae`. tilt ?rof lc. Test N rne/ r,rior' Static Upi +ft Testing 'PA 1C2 & PA 102(A) Wind T;:nn,el Testing PA 108 (Nail -On) Wind T.:r.rtel Testing PA 105 (Mvtiar Sat) WiLh.irawal °.esistsnee Testing of screw vs. smooth shank r.ai:s Static Uplift Testing PA 101 (Mortar Set) Static Uplift Tcsting PA 10'. (A:hes,ve Set) Static Uplift Testing PA 102 (2 Q'uik -Drive Screws, Direct Deck) Pss Oct. 1991 D 199i Aug, 199 Sec.t. 19t7.3 May 1994 April 994 Feb. 1995 i'40A Yo.: 02.:O.5. Expiration Da:e: 01,'02l0S Approval Dote:01.'02/02 Paget of 5 10/20/2003 0 43 =5445'.4.439 Test .ALCn The Cc •rtcr fee .Applied Engina:r -ng, Inc. Rcdlanil Trch.^.olugics The Ce'tcr for Applied Enginei:ring, Irtc. Pro fesstonal Serv :e Industries, Inc. Cclotes Corporat :on Testing Service Walker Er.girteer'sr Walker E,lgtneenr.g„ Tn , Walker En,ineerr.a. Inc. Walker Er.ginee:nr.g, Inc. Walker Engineering., Inc. Walker Eng'neerinb, 1r:•: Walker Errineerin,;, tl• : Ls: Identifier 2: •7214 -3 r cater Datcd Aug. 1. 1994 Projcc': No. 307025 Test #MOC -78 224.41099 52C111-1 51/.91-2.: Calculations Evaluation calculations ova'- uratirn Calculations Evaluation Calculations Evaluat :t+n Calculations Evaluatit +r. Calculations Cakcu!;.tions '7Z_r ii Test Name port Static UpliftTcstir,g ?A 102 (1 Q'uik -Drive Screw, Direct Deck) Wind Tu,1nc: Testing PA 108 (Nail -On) Wind Driven Rain. PA 100 ?hysieal Properties PA 112. Stark Uplift Testir,, PA 101 Aerodynamic Multip lier 25.70 94 25 -7495 25.7584 25- 7804b -8 25- 7804.4 & 5 25- 7848 -6 '5 -7183 Aer +adynarnic Mulcip'icr3 Twc Patty Adi.estvc Set Syrtcrn ?ate March 1995 Aug. l;94 Oct. 1994 Sept. 1994 Dec. i198 March. 1999 March 1999 February 1996 April 1996 December 19°96 March 1995 April ;999 April 1999 3. LIMIT.ATJON i 3.1 Fir: classification is not par- cf this acceptance. 3.2 For mortar or aTtesivc scr tilc applications. a static field uplift test shall be performed in accordance with RAS i06. 13 Applicant s` - .911 : ^.tarn the 9e :ices of a Miami -Dade Coun :y Certified Labar:torJ :a perfot-n q :a^crly test in aeCcrc:.r. :c with TAS 112, appcnaix 'A'. Such t�s. :ing sh:,!i be submit +cd tc. the Su ldini; Cc'&: Compliance Office for review. 3.4 M�niat r.m undo-4nt shall be in aompl•ance with 0'.c appiicalle Rootig App:ic:rtio , Standards listed section. 4.1 herein. 3.5 30/9,) 'not mopped .ndetlayment applications may be installed perpendicular to tL+ rior slop?: unless stated otherwise by the underlayment material manufacturers pubiis:iec lit :ra 3.6 "iris acceptance la for rtioc+d deck applica:io:is. t Iinirnuni deck tequircrrteNs sr,:.11 be i compliance with applicable l)vilctr.g code. 3.7 May be ir.s!:I1cd on Slopes 7:1;. and greater. 4. ENSTAI,,LAT1ON 4.1 Monier Li fcttic Spanish 'S' Cor.crcte Roof Tiic and it; cor'porcr.ts s1%111 b.: ir,stallcd in strict compliance wi :h ctoofinl Application Standard RAS 118, R,'.S 1 IC, and RAS 12C. 4.2 Data For Aktachm :tat Calculations NOA N.a: 0:.4203 -0 LSpiratlun Date: Ctl02/08 Approval Pate:01!02+0 PArc ofS 10.'2/2L 'rite Profile Table 1: Averrag: Weight (W) and Dimensions (I x w ) Weight -W (Ibf) Length-1(ft) Width -w (ft) 0.835 I IMonir'r Life:ile Spanish's" Tile 9.84 1,.. 1.5 Tabl 2 Aerodynamic Multiplier:: �. ( ft� -- • - �i ft Di J Dec plication t 0 .2cg Tile Profile Moni.:r Lifetile Spar ish 'S' Tile Tablr 3; Restorin Moments dop to Gravit - fJl -Ibf) — .,,,j 'ofil 1 --- i 3'• :12" 4':12 I 5 :1.c: I 6 " :12" 17 ":12" t't' �reatp:_i P s _- Mone' Lifeais 'Battens ' Batten D,rect Battens I Direct r3altens I Direca Batters 1 O�rect Battens Direr:: i 5 ani :h 'S' Til I , l Deck heck Deck ! Daek 1 '.? p 7 , N,/,a ? 8. ! N/A 8.51 j N/A 3.44 N/A ___L S ;c � 1/A 9.07 Tile Profile Mcnie L.ifrtiiF Tile _ Shank Nails (Eaves Clio) ! - __ _ .. ' — - r----- Table 5: At chment Rr!sistance Expressed as a Moment frl, (ft -Ibf) � for Two Patty Adhesive Set Systems _._ _ 1 1 _ Tile _ — Tile Appliczticn ( Minimum At aachrre► 1 - I __• Resista w .� P rofi ie Tile Ad hesive i 25.3" I (-; I �� +en +e • _'_itetic S encsh_S - - -- ? raC'I; dne 8F n: r'o i I / a't, nSPatlOA requlrirn2nt5. „ -- ...._... --- -- -----i •grant.tie t.:,...� -- 3 cO fi sta .. : Fi o.tie Products Corrpary TiieiBond Averag4 weight OCr,,a' y 1Ci . y rams. L Pt y'S•am Product, ►_c. AL'erage weiCS e. pm/ Igrans. Table 4: Attachment Re: Expressed as a Moment - M. (tt •Ibf) ''or Nail -On Systems ._. - - Fastencr *type D :rest Deck Oiroct Deck (min 15/32" (min. 19/32" I • plywood) plywood) 1 Hank Na; :s 18.6 41.2 i 5:anish 2.10d RIB i� 5.1 - 5 8 1 -lCd Smcr.'h or Screw 1 Shank {Mail 2.10d Smooth or Screw 1 6.9 9.2 Shank Nails Screw 1 20 T � --- - � — - - 88 —• �-... 2 2 , 6 - -- 43.2 ;cre 43.2 L I + -iOd Smooth cr Screw 23.1 2'.1 �� Shank Nail Field Clc _ _, _. _ ..__ _ 1 Smooth or screw ( i 2S..'• 29.3 Shark Nall Eave ClI i V r g ......... 2.164 9mccth or Screw 2.7.t-: Shank Nails Fielti C:I --.- J NOA ;v Q.: 024 Z05.07 Expicetion Date.: O l.'02. Approval D te:01.'O2. rage 4 nf 5 Table 5A; Attachment Resistance Expressed as a Moment • Mr (ft -Ibt) for Single P Adhesiv Se Systems _ s Tile Tile Applicator. Atta�hm;nt 1 • — Profile �_ _ _ ___„ Resistance 1lonie; Uf9(iie Soak' Pvtyfoam F,1ZPro ___....--1- 86.S I Tile Polyf.am poJyProrm ____1_ 38.7 3 'axle paddy placsmant of 6'&Ir_ms of Pal Finn T %, ---^� 1 4 Mt drum paddy placerrent or 01 P( n TD. 1 1 Table 58: Attachment Resistance Expressed as a Moment - M, (ft -ihf) for Mortar Set Systems Tile ( Tile i Attachment Profile Application Resistance Morin Lifetile Spanish $' Tile I Mortar Set 24.5 5. LABELING All 'i!es shall be.; the im r;n: cr identifiable rnarkira of the manufacturer's nacre cr 1oE.c. or folio x'irig statemerti • "Miart:i -)ade County Product Contrc; A.Fproved ". 6. .3UTLDING PEIVell'I' REQL'I.REMENTS 6.1 Applicaeion for building Ferrlit 5;1311 be a:rornpunied by copies of the fol'o•tiirg: 6.1.1 IN; None: ct Acceptance. 61.2 Any other documents required by the E3'_ild,:1; Official or applicable bailding code in order !o properly ev-aluate the installation o this system. PROFILE DRAWINGS ENT; OF THIS ACCEPTANCE NION!ER LIFE'rti.,E SPANISH '5' CONCRETE ROOF TILE -1 NOA Ito.: Nt.1 Espirstio 1 date: 01;O7JOS Appr Dee: 0102.V Page t•t 5 �x. -11 -20014 16:24 FROM -ABC SUPPLY 048 07/23/01 MON 13 :08 FAX 954 578 1042 MIAMI ADE PROIUE CONTRCaL NO TICE' OF A Cj PTANCE I'olyro:lrn Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX . 77383 -1132 Your application for Notice of Acceptance (DOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 ol'the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended .for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material nt any time from a jobsite or manufacturer's plant for'quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke 'this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Codc. The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06/14/2061 561 585 4657 T -779 P.001 /008 F -260 POLITOAN PRODUCTS, INC. 002 MIAMI -DADE COUNTY, FLORIDA . METRO -DADS FLAGLER BUILDING DUILDINC CODE COMP1,IANCE OFFICE METRO -DARE FLAGLEK BUILDING I40 wt:sl STREET, SUITE 16n3 MIAM t, 61.ORIIbA 33130.1563 (303) 375.2901 FAN (305) 375-29011 CON'IllAci , 1.ICEN:sI1JC: sECrIfNV (3051375 -2727 FAX (305) 373 Z13g ConuAC I:NEMIC :MtuNr DIVISION (305) 375 - 2966 FAX (303) 373.301uK PRODUCT' CON1hto1, DIVISION ( FAX (305) 37243) Raul Rodriguez Chief Product Control Division Ti11S is THE COVR12SI SE ADDIT1ONA1. PAGES FOR SPECIFIC Alas C Ni:RA CON DLTIONS BUILDING CODE Sc PR ODUCT RI;V[F.W COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee 10 be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J. QUintnna. R.A. Director Miami -D:tdc County Iluikling Cndc Compliance Office kl te4;O001 'pc14O014crnpi:tc3\nouc• ace -ponce co,or p4lo,dot Int:rtir: uwil uddros: postmnslcr @buildlnlcudconlinc.com' tith Ilomcpart: fill p : / /www.bulldingivodoonllne.com 4 16:24 . FROM -ABC SUPPLY 048 /01 MON 13;08 FAI 954 578 1042 Polyfon Pro Matcrittjs: Polyurethane 2. PRODUCT DESCRIPTION M:tnufncttired by Applicant Polypro® AN 160 FoamproQD RTF1000 ProPack® 305: 100 DintcoMinns N/A N/A NIA 2.2 Typical Physical Properties: Tin ASTM D 1622 ASTM 1) 1621 Penny Density Compressive Strength Tcn5i1c Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM 1> 2126 561 585 4657 7 -779 P.002/008 F POLYPOAM PRODUCTS. INC. ACCEPTANCE No.: 41 -11!52 to ROOFING ASSEMBLY APPROVAL Cytcenrv: Roofing Approval Date : Anne 1+1,21101 Sub -Cate pry: Root - rile Adhesive Expiration Dote: Mav I fJ0f16 I. SCOPE This approves 1'ulypru© AI1160 as manulacturcd by Pulyfwtm Products, Inc. as described in Section 2 or this Notice ol'Acceptance. t or the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use .vith approved tint, low, and high profile roof tiles system using PolyprociD AN 160. Where the attachment calculations arc done as a moment based system for single patty placement, and as an uplift based system tt)r double patty systems Tcst Spccitic tine. PA 101 Product psufi Two component polyurethane Dispensing Equipment 1)ispensing Equipment 2.1 Components or products manufactured by Others: Any Miami -Dade County Product Control Accepted Roof Tilc Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. 110 1.6 IbsjR' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsiFt 3.1 Perm / Inch +0,07% Volume Ch :in c n -40° f„ 2 weeks 4- 6.0141 Volume Clean n : • �e. y 1111111k0:-•"'.. 1 luntii.lit , 2 weds 1 Fr;tnk Zulongn, I&RC Product Control Examiner 1 003 16:25 . FROM-ABC SUPPLY 048 )1 MON 13:09 FAX 951 578 1042 561 585 465T T -779 P.003/008 F -260 P0LYFCAtt PRODUCTS, INC. IQ,tt1UQ Polvfonm Products, inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented us typical nvcrnge values as determined by accepted ASTM tc,t methods and are subject to normal mnnufncturing ynrintion. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A1-1160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum undcrlayrnents shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AM 1.60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AI roof tile adhesive with their tilt assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, , w F_ MS 4, 1NSTALLAT1ON 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypror110 AH160. 4.2 Polyproe AH 160 shall bc applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide su(licient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami - Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® Al-i 160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4,4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall bc maintained between 1.0 -1.15 (A) : 1.0 (13), The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration, No other settings shall be approved. 4.6 Polypro® AI.1160 shall be applied with Foampro R1TI000 or ProPack® 30 & 100 dispcnsine equipment only 4.7 Polypro® A1.1160 shall not be exposed permanently to sunli Frank Zuloaga, RRC Product Control Examiner 6:25 • FROM-ABC SUPPLY 048 MON 13:10 FAX 954 578 1042 h!1oflLProdtIctS inc Pdl (larnooen Piddy undor Ma) lo t Caine Single. teddy under lile SIili psel4y boween the Ern Clow, ti Ilitough plaatIc cornrn1 C r2". Sing!' paddy `r 3 In under Ills I s 3 In. sky!, paddy on undo,. laymen! Single faddy on top ol the Noll Intone pleads cement 561 585 465T 7-779 P.007/008 F-260 POLYFOAM PRODUCTS , 1NC • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 7 ACCEPTANCE No. ; 01211511,01• Ihrough plastic omen. Undolaymen1 1.4-31n.r3In. 41n. Single paddy en under lvmont Sleglo paddy on top of ills Ern Ecorse Frank Zuloaga. RJtC Product Control Examiner Sing). Ndrly undor Ills SIngla paddy between ih lin. siln. motor she paddy ass' C0Ur30 only Ends Wsiphols t ars cisson Drip edge 6:25 FRO1A-ABC SUPPLY 048 MON 13:10 FAX 954 578 1042 POLYFOAll PRODUCTS , INC JYfollpt Products, Inc iU 111(0%10 pill tic cement C22.?•. SIAgII PaCtl 31n, undor Ili I Single '&f on Otto. laymen SIngle paddy on top of tile . ADHESIVE PLACEMENT DETAIL. 3. DOUULE PATTY 561 585 4657 1-779 P.007/008 F-260 IQJ UV ACCEPTANCE No. 01052102 4 In. %. Single D lament loll through plaille cement -4In.s 3 In. SIngIo giddy ni underlarntAl Single witty on top of tfl en Carat Single paddy between tile Ears Clouse 2 et) 71n, medium sin paddy uvs ;Wee only Fade Frank Zulonga. RRC Product Control Examiner Single paddy undor Sinew paddy boluden113* 141. aT n. mans oho paddy eSvo course only Folds Wotpholo tars claws Dip edge I6:25 • FROM -ABC SUPPLY 048 MON .13:10 F'A1 to am 14.142 561 585 465T 1-7T9 P.008/008 F -260 rUL1rVAp slauuvbi.r, al". •. lyfottrn Products, Inc. ACCEPTANCE No. : 01-0621,02. Renewal of this Acceptance (approval) $hall bc considered alley a renewal application has been filed and the original submitted documents, including test - supporting data, engineei ng documents, are no older than tight (K) years. Any and all approved products shall be permanently labeled tvitlt Lhe manulneturcr'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. Renewals of Acceptance will not be considered 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. 'Mc engineer who originally prepared, signed and scaled the required documentation initially submincd, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be causC for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes, 6. The Notice of Acceptance number preceded by the \v-ords Miami -Dade County, Florida, and followed by the expiration date may be displayed in adverising literature. if any ponion of the Notice of Acceptance is displayed, then it shall be done in its cnliNly. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc 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 corks. ti. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages l through 8. END OF 7111S ACCEPTANCE WWI Drank Zutoag:t, RRC Product Control examiner M I A M I•DADE • 11tuD,DINC CODE COMPLIANCE OFFICE (11CCO) • PRODUCT CONTROL DIVIS[ON NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STR EFT, SUITE 1603 MIAMI, FLORIDA 33130 -156 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued tender the applicable niles 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 1 \ tr14' (ommitte• t'7 be mod in rowity and ,J thei aroa.s where allowed by the: t\t for ity Hasiing Jurisdiction (AID). '1 his 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 AT-11 (in area s 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 Atli may immediately revoke, modify, or suspend the use of such product or mate.--rial 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 bui (ding 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: GAF Rubcroiri® Modified Bitumen Roof Systetn for Wood Decks. LABELING: Each unit shall bear a perm ncut label with the manufacturer's name or logo, city, state and following statement: "Miami -llade 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 Ito change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the, expirali on date or if there has been a revision or change. in the materials, use, anther 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 c•uulply with any section ot• this NOA shall be cause for tcrnunatic,n 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 entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be 2:vail3ble for inspection at the job site. at the request of the Building Official. This NO :A renews NOA #02 and consists of pages 1 through 31. The submitted documentation was reviewed i. :y Funk 7.uleLiga, RRC. NOA No: 03 - 0501 .92 Expiration Date: 1 Approval Datc:l0 /23 / 113 Page 1 of 32 LZOOFING SYSTEM APPROVAL C� tcgory_: Su b- Caiegory: Deck Type: NI$ximum Design Pressure re Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product G ^ F Asphalt Concrete Pri iner (Matrix 307 Pri finer) GAF Mineral Shield® Granules GA WeathcrCoat® Emulsion (MatrixT f Pi bered 305 Etnulsion) GA F Premium Fibered Aluminum Roof Coating (Matrix'" System Pro Aluminum Roof Coating Fibcrcd 301) GAF 7etblack All Weather Plastic Cement (Matrix»► Standard Wet/Dry Roof Cement 20 4) GAPOLAS 475® (I AFOI,AS 480 Ultima'r" Base Sheet GAPCL AS Flex PIyT`r 6 C;AFC_: LAS Ply 40 G AFC, L.A ®Mineral Surfaced Cap Sheet G APCLAS® Sl'R A'I'AVENT® Eliminator Perforated Roofing SBS /API', Modified Bitumen Wood -75 psf See Geucral Limitation t1 Dimensions 5, 55 g;allutts 60 lb. Bags 100 lb. hags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (I meter) Wide 39.37" (.I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test S circation ASTM D 41 ASTM D 1863 ASTM 1227 ASTM M 1) 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM 1)4601 ASI'M1) 217S ASTM U 2118 AS'I'M 1) 3909 ASTM D3672 ASTM 1) 4897 Product Description ��spltall concrete primer used to prOlnote adhesion of asphalt in built -up roofing. Crranules 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. 1ibcred altoninum coating. Refined asphalt blended with a rnineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coat:.cl glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type Vi asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the. bottom side with mineral granules embedded in asphaltic coarit:L with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06 /08 Approval Date :10/23/ Page 2 of 32 Product G -AF .iLAS® Flashing 0 ".F(}LAS® ST'RATAVENT® El ii rninator Perforated Mai lable RtJBEROID® SBS I Ieat- Wldlar Smooth RLJI3EROID® SBS Heat - RVt:1dTM Granule RUIJEROIDO SBS Heat - Weld»' 170 FR RLJBEROID® SBS Heat - We 1 dT`r PLUS RLJBEROID® Sl3S Heat - Wcld PLUS FR RLJBEROID Modified Base Sheet RUBEROIDc Modified Bitumen Adhesive RLJBER011)® SBS Heat - Wc i dT' Ruberoid® Mop Granule. RUBEL:OID MOP Smooth RUI3EROI1) MOP PLUS RUJ IEROD MOP 170FR RtJ13 EROID MOP FR 1®113 EROID TORCH Sal uioth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide J meter (39.37 ") wide 1 meter (39.37 ") wide 39.37' (1 meter) Vide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. Test Specification ASTM D3672 ASTM 1)4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM Dd601 Type 11, UL Type 02 B1 YR ASTMD301.9 Type 1II ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM 1) 6298 ASTM I) 5147 39.37' (1 meter) ASTM1)6164 Wide ASTM 1) 51.47 39.37" (1 meter) ASTM D 6164 Wide ASTM D 511-7 39.37' (1. meter) ASTM D 6164 Wide ASTM. D 5117 39.37' (1 meter) ASTM D 6222 Wide ASTM D 514-7 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both :sides with asphalt. Surfaced on the bottom side with mineral granules Embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. 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. 1•iou -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester neat coated with fire. retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - mod ified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester prat coated with. polymer - modified asphalt and smooth surfaced. 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 grn.ules. Non Woven polyester that coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinfor:;cd, t modified bitumen membranes smooth surface. NOA No: 03.05111.42 Expiration Date: 11/06/()3 Approval ID a►te:10/23/(13 Pate 3 of 32 Product RUB EROID TORCH Gr inule RL.113EROID TORCH PLUS 39.37" (1 meter) Wide RLJBEROI) TORCH FR RLJBEROID 170FR TC)'RCIl R uberoid® 20 Rtiberoid® 30 Rubcroid® 30 FR R U II-3 EROIDO IJLTI:ACLADO SBS RLTDERO1D® Dual FR. Vent Stacks (rnetat and plus tic) GAF Aluminum Emulsion, (3A F Aluminum Roof Paint (MatrixT" System Pro A.lu ininum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUBEROIDMOI.D Asphalt, Asphalt L & Asphalt P Shingle- MateT`I Un dcrlayntcnt Tile -Mate. Modi fled Base Sheet 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' (I meter) Wide 39.37" (1 teeter) Wide 39.37" (1 teeter) Wide 5 gallons 5 gallons 1.00 Ib. cartons, bulk 60 lb. kegs 4 sq. roll 30 Ibs. 1.5 sq. real Test Specification ASTM D 6222 ASTM 1)514 7 ASTM I) 622.2 ASTM D 5147 ASTM D 6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTMD6163 ASTM D 5147 ASTM D 616 3 ASTM D5147 ASTM D 629 8 ASTMD 5147 ASTM D6163 ASTM D5147 ASTMD6164 ASTM D5147 PA 100(A.) ASTMD 1929 ASTM D 635 None ASTM D232-4, Type. 1 ASTM D312, Typesi, II, III and 1V ASTM I) 5 147 Product Description Heavy duty, polyester reinforced, asphalt modified bitllni nt:min - ane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule.. surface Ileavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen tnentbr ne, gra'iu1c surface. SI3S modified asphalt base sheet reinforce with a glass fiber ttutt. Non woven fiberglass that coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass teat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass that coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof syst GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum fla.kcs Non- fibered. Aluminum pigmented, asphalt roof coating Intcrply mopping and surfacing asphalt SEI3S modified asphalt Fiberglass reinforced shingle underlavment S13S modified asphalt lase sheet and interply sheet reinforce with a glass fiber mat tile undcrlaymmnt. NOA No: 03- 0501.02 Expiration 1)ate: 11/06/08 Approval Dale:10 /23/03 Page 4 or 32 Product Ti 1e N1ate Modified Cap T i le -Mate Modified Cap p 1 us I' opCoatO Surface Scal SB (Matrix 602 SB Coating) GAF WeathcrCot& N113 -1-(Matrix 715 MB Coating) 'f c pC.oat Mll +(Nlatrix 715 NIB Coating) `V eatherCotc (Matrix 53 1 WcatherCote(® El astorncric Flashing Grade) Matrix Low VOC Matrix 101 System Fro SBS Adhesive (R ube,roidOit113) Matrix 201 System Pro SI3S Flashing (RuberoidOMR) Matrix 102 Select SI3S Adhesive (Rubcroid ®M11) Matrix 202 Select SBS .Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade F l astic Cement Matrix 103 Cold Adhesive. Matrix 303 Select Fibeied Aluminum Matrix 304 Select Non- Fi bered RUBER0I1)'0 Mod ificd Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. ( sq. roll ASTM D 514-7 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 03019 5 gallons ASTM D30 19 5 gallons ASTM 13019 5 gallons ASTM D45 86 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons 5 gallons 5 gallons 5 gallons Test Specification AS'TM 1)5147 ASTM D3019 ASTM D 2824 ASTM D2824 Type I ASTM D 3019 Type 111 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile undcrlayment• Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile 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 SEB S Asphalt Adhesive Cold Applied Modified SEB S Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEB S Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt. Roofing Cement Standard Plastic Asphalt ltoc.°fing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. , Non- fibcrcd. Aluminum pigmented. asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: (11- 05(1'1.0 Expiration Date: 11 /O61118 Approval Date:10 /23!03 Page 5 of 32 APPROVED INSULATIONS: Product Name GA F!'EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GA1- t'EMPS Composite A 8. N • (B NICA)GAFTEMP® Fiberboard GAFTEMP® Pennalite C;AFTEMP GAFCAi GA1 `ITMP Permalite Recover Board GAF-TEMP GAFEDGETM Tapered Tapered polite board Edge Strip (B MCA) GAFFE:MP ® High Density Fiberboard EI;ViC'.1 EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC.:Foarn 1. II & Composite IS() 95-+ ISO 9.i+ Composite EPS Wood Fiber High i)cnsity Wood Fiberboard Pel i t cat Jriahane Composite Per! ire Insulation 1)::ns Ticck I:'N R C'Y -2 & Y -2 PLUS, lJltra($ard Guld TABLE 2 Product Deseri I) tion Polyisocyanurate foam ins LIlation Polyisocyanurate foam insulation with high density fiberboard or Perrnalite perlitc insulation. Fiberboard insulation. Perlite insulation boreal. Cut perliteboard Periite recover board High density wood fiberboard insulation. GAF Materials Corp. Polyisocynuratc foam insulation Polyisocynurat&wood fiberboard composite Polyisocyanurate foam i r rsulation Polyisocyanurate foam insulation Polyisocyanurate foam i I1 siltation Poly isocyanurate foam insulation 1'ulyisocyanuratc /perlitt: ridged insulation Extruded polystyrene insulation Mrood fiber insulation board Wood fiber insulation board Perlite / urethane compo site board insulation Perlite insulation board `'later resistant gypsui it hoard Poly isocyannra fo:rni i 11SUlatiOil 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. I3MCA 13 MCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone 13uilding Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns N'Ian� ills NOA No: 03.0501. Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 6 of 32 FPROVED INSULATIO NS: Product Name Fi bcrGlass Roof Insulation IS ORoc S tructodek Multi -Max & FA Pa roc Base Board Pa roc Cap Board A. YPROVED 1' AS'FENE IZS : Fa stener N anther 1. 2. 3. Product Name GAFTITE® (Drill -Tec®) #t2 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tcc®) ASAP GAFflTE 1` (Drill-Tee()) Rase Sheet Fastener and Plate 4. GalvalutnePlates (Drili- Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) G. Dekfast Fas!encrs #1.2, itl4 & #15 7. Dekfast Hex Plate 8. Dekfast Lock. Plate 9. itl2 Roofgrip Fasteners 10. Metal Plate 1. 1. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fibealineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TAIL LE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre-assembled GAFTITE Fasteners and metal and plastic plates_ Base sheet fastening assembly. Round galval ►J me stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Cialva!unte Ilex stress plate. Polyptopylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate 1)intenlions 27;8 "x 31/ 3" x 3' " 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville IvIasonite.. RMax, Inc. Partek, Inc. Manufacturer ('With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construct ion Fasteners Inc Construction Fasteners Inc. Construction Fasteners Tor.. ITW 13uildex Corp. ITW l3uildcx Corp. ITW I3uildcx Corp. Joints Nlanville NOA No: 113 - 0501. Expiration Date: 11 /n6 /O8 Approval Date:10 /23/ Page 7 o f 32 AP PROVED FASTENERS : Fastener Nu rnbcr Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standa 18. Insul -Fixx. Fastener 19. Ltsul -Fixx S Pla to 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tnt -Fast Plates 23. Tru -Fast Plates EV IDENCE SUBMITTED: Test A cncy Factory Mutual Research Corp. Factory Mutual Research Corp. Tri oily Engineering PRI Asphalt Technologies, Inc. IIZT of S. Fl. IRT of 5.171. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvaluntc: AZSO 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 Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF-020-02-01 02-005 02 -014 Dimensions 3.25" round 3.5" round 3'tound 3" round 3" round 3" round 3" round Description FMRC 1996 J.I. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 Manufacturer (With Current N0l) Olympic NIanufucturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic ?vil tllacttiring Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Mite 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.(12 03.22.02 NOA No: 03- 0501 -. Expiration Date: 111 /06 / Approval Date:10 /23'/ Page 8 of 32 Nl embraneType: n eck Type]: U cck Description: System Type E (1): All General and Sys B ase sheet: Fastening Options: Ply Sheet: SfS /SBS Cold Applied W cod, Non - insulated 19 or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. tern Limitations shall apply. GAFGLAS 4SU UltimaT" Basc Sheet, S1RATAVENI'U Eliminator Perforated •ailable, RUUEROID Modified Base Sheet, RUBEROIDO 20, RULFROID SBS Ffeat- WeldTM Smooth orRUI3EROII) SBS Heat -Weld 25 base sheet mechanically fastened to deck as d scribed below; C;AFGLASJ Ply 40,GAFGLAS Flex Ply'"t 6, GAFGLAS /t75 Base Sheet or any of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at a fast enerspacing of 9" o.c. at the lap staggered :aid in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation #7) C; AFGT.AS® Ply 47, GAFGLAS Flex P1yTM 6, GAFGLAS #75 13a-se Sheet or any of above Base sheets attached to deck with Drill -Tec (G ^.FT1TE) #12 or #1:1 Screws and 3" Plates, 12" o.c. in 3 rows. One rove 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 psj, Sce General Limitation #7) C :AFCiLAS Flex 1'IyT "' 6, (LAFGLAS #75 lease Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin c aps at a fastener spacing of 9" o.c. atthc4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Linri /ation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITI:) 412 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; Sce General Limitation. #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GALrflTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, Sce General Limitation #7) CJAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tcc (( ;AF 1'ITE)1112 or #14 Screws and 3" Plates, S" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally siu:ed aPproxintatcly 9" V.C. i o the field of the sheet. (Maximum Design Pressure -.75 psf, See General Limitation #7) (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS 880. RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a lull mopping of approved asphalt applied within the EVT range: and at a rate of 20- •1() I bs.!sq. N()A No: 03-050 J.ti2 Evpirtitiort hate: 11/0ii /OS Approval Date:10/2 3/03 Page 26 (of 32 Membrane: Oule or more plies of RUBEROM MOP Smooth, Rubernid0 Mop 170 FR, Ruberoid ®Mop Granule, Ruberoid® Mop Plus Granule, Ruheroid® 20, Ruberoid ® 3(1 or R uberoid® 30 FR or Ruheroid® Mop FR or RUI3EROIU U1traClad SBS in adhered in a full mopping of approved asphalt applied within the E V'I' range and at a rate of 20 -40 Ibs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Rubcroid0 20, RLTBEROID& 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID Ul traClad'M SBS in RUBEROID Modified Bitumen Adhesive at an aPplication rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROM MOl' Smooth or RUBERO1D 20 is top membrane) Instill one of the. following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2_ GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25lb. /sq. ± 15 %. 3. GAF Weathercote0 Mf3+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4.. Top Coat® Surface Seal SJ3(Matrix 602 S13 Coating), Applied at 1 to 1.5 gaL /sq. Maximum Design Pressure: See Fas ening above F� 03 NO No: 03- 05t)1 ENO ra t.ion'late: 11/06/ Approval 1)ate:10/2 ; 103 Pngc 27 of 32 Membrane: Surfacing: ( Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® T' orchPlus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- Weldrm PLUS, RUBEROID® SBS Heat- WeIdrm PLUS FR, RUBEROID® SBS Heat- We1dTm 170 FR. RUBEROID® SBS Heat - Weld', RUBEROID® SBS Heat- Weldnm Smooth, RUBEROID® U1traQad" `' SBS and RUBEROID® SBS Heat WeldT`125 applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 Membrane Type: API' /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19 /, " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and Sys t nt Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: / A C*AFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Elitninatur Perforated Nailablc, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROI)® 20, RUBEROID SBS fleat-WeIdTM Smooth or RUT3EROID SBS I Teat- 14'eld 25 base sheet mechanically fastened to deck as described below; GAIGLAS® Ply 4 ®, GAFGLAS Flex Ply's"' 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 tare field. (Maximum Design Pressure —45 psf, See General Limitation „E7) CAFCLAS® Ply 4n, GAFGLAS Flex P1yT"' 6, GAFGLAS 075 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAITITE) #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 Li»rilalion #7) GAPGLAS Flex PIyT" G, GAFGLAS #75 Base Sheet or any of above Base sheets attached to dock with approved annular ring shank nails and tin c aps 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 Slteet or any of above Base sheets attached to deck with Drill -Tee (GAFfITE) or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in thc 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Maximum Design Pressure —60 psf, Sec General Limitation #7) Any of above Base slu:ets attached to deck approved annular ring shank nails and 3" inverted Drill -Tcc (0AFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation 117) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck v,'ith Drill -Tcc (GAPTITE) It 12 or #r`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 Lirnilalion #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUI3EROII)® 20, RUBEROID SBS Heat- Wcldi'M Smooth or RUBE..ROLD SBS Heat-Weld) One or mote plies GAFGLAS PLY 4®, GAFGLASD PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full tnoppini; of approved asphalt applied within thc E. V'f range and at a rate of 20 -40 Lbs.lsq. or 1 '&uberoid Torch Sn:outht torch applied according to manufacturer's application instructions. NOA No: 03.0501.02 Expiration Date: 11 /06 /0S App royal Date:10/23 / Page 23 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank System Type E -2: RLTBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: GA.FGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate o i ase S ee a with a minimum 2" side lap and a minimum 6 "end lap- Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPly 6 sheet, GAFGLAS #80 UltimaTM, 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. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1dTM Granule, RUBEROIDO. SBS Heat- WeIdTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Maximum Slope: Refer to tile manufacturer's NOA. Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 30 of 32 WOOD DECK SYS' i'EN' LIMITATIONS: 1 A slip sheet is rem.' i red with Ply 4 and Flex 1'1 y''" 6 when used as a mechanically fastened base Or anchor sheet. 2. Minimum' /4 " Den s neck or'/z Type X gypsurn hoard is acceptable to be installed directly over the wood deck. GENERAL. LIMITA -L IONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire r.i t ings of this product. 2. Insulation may he i rtstalled in multiple layers. The first layer shall be attached in compli ance with Product Control A proval guidelines. All other layers shall be adhered in a full mopping of approved asphalt a within the FVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard pan` 1 sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size s hall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied u s ing spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' irti each ribbon to allow cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 lbs. /sq. Note: Sot attached systems shall be limited to a maximum Resign pressure u f -45 psf. 5. Fastener spacing fear insulation attachment is based on a Minimum Characteristic Fence (F') value of 215 Ibf., as tested i n 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 attacluuent of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design vailue. 1 isted 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 Rcgistered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the wi thdrrwal resistance value taken From Testing Application Standa rots TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and cor rier areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener cl .nsities shall be increased for both insulation and base sheet as calculated in compliance with ltooftng Application Standard RAS 117. (When this limitation is specifically referred within axis NOA, General Limitation #9 will not be applicable.) S. All attachment ar_ct sizing of perimeter millers, metal profile., and /or flashing termination designs shall conform with Rooting Application Standard RAS 111 and applicable wind load r�.quiretnents. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be. pe.rrnittcd for enhanced fastening at enhanced pressure cones (i.e. peri►neters, extended corners and corners). (When this limitationis referred within this NOA., General Limitation. W7 will not he applicable.) 10. All products listed i iea in shall have a quality assurance audit in accordance with the Florida Building Code an 1 Rule 9f, -72 of the Florida Administrative Cody:. END OF Till S ACCEPTANCE NOA No: 03- 0501.0 Expiration Dale: 11/06/ Approval I)a te:10 /23/0 Page 32 of 32 i r i i r RUQF(NG S'(SiE;4S (TG Fll)•- Currpnucd Base Sheet (Optional): One or mor a layers lyre GI, G7 or G 3. Membrane: One ormore.!ay. :rsof "FZ t ib raid forth " (inroottr or granule), " "Ruben :id forth Plus' (granule), "ham beroi,i Mop' (granule) or "Ruberoid Mop Plus" (gratiule). Coating: Karnak No. 91, 1.1/2 • 3 ■j alis•1., 4. Deck: C•15/32 (nchne: 1/2 Insu tat ion: One cr more le . erpr,13t e- glasl isury.norat perlite /i1 u( :.,n„rnr2 CUn;1!o :2 p r Li le /urethane composite. p1 ?I!c1r c, 1•t/2 in. min hitkress( .,f(;ttrror - i plyrcod I ^ruts 6 in•)• Base Sheet: Coe nr more layers c f 1 ee pc 62 'Jr i,3. Ply Sheet (optim One or mvrc layer, or l•rp,e G1. Membrane: Ono or mete. !ayerset ' T2 ulercid Teich (smnuth or granule), "Ruberoid Torch 'rlus' (grnul^), • Z u bcraid Mop (surd, ;1In er granule) ur "Ruberoid Mop Plus" (gianuln}, Surfacing: Karnak No.91, 1.1/7 - 3 gal /5q. 5. Deck: NC iodine: 3/2 Base Sheet (Optional): One or ore, re layers of Type (',1, G2 or Gi. Membrane: One cr more layers of „ R uberrd Ter-..h" (smnuth Of granule), "Rubreoid Torch Pins' (granule). Surfacing (Optional): Kaln.rk "tlo - 9 7" er "169" At 1-3 gal /sq or Grundy Ind. "20 F Emulsiun" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, petite/isoe=y. nuratc composite, perlite /urethane composite, phenolic, 1.1/2 in, m i r - Base Sheet (Optional): One or m o re layers of Type G1, G2 or G3. Membrane: One ■,r motelayilr, of "Ruberrid Tort lr" (smooth or granule), "Ruberoid Torch Plus" (granule), "R u Leroid Mop" (sin.oth ur granule) or "Ruberoid Mop Plus" (g anuie). Surfacing: Gravel. 7. Deck: C -15/32 incline: 1/2 Insulation (Optional): One or ne layers perlite, wood fiber, glass fiber. ism, :yanurate, urethane, Nv r1ite/isocyaeuratc cr,mpo:rtc. peal to/ urethane composite, wood fibcr /i composite, phenolic. Base Sheet: Two or mare layers o f Type G2 or G3. Ply Sheet (Optional): One or rnnu re layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberuid Torch Plus" (granule), "Ruherald Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 91, 1.1/2 — 3 gal /so or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or mere layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/i so cyanurate composite, perlite /urethane composite, pheeolic. 1.1/2 in. nn i n. Base Sheet (Optional): One or rncre layers of rype rt, G2 or G3. Membrane: One or mure layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Ptus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /se. 9.• Deck: C -15/32 incline: 1/2 Insulation (Optional): Coe or rn ore layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pee rlite /isocyanurate composite perli te/ urethane cornposite, phenolic, 1- 1/2 in. min. Base Sheet: One or inure layers of Type G2 "GAFGLAS X15 Base Sheet ", hot mopped or mechanically forte ned in place.. Ply Sheet: One ur more layers of Type 61 "GAFGLAS Ply 4 ", hut mopped in place. Membrane: "Ruberoid Mop FR" (0 r.lnule). Surfacing (Optional): GAF Fibered Aluminum Coating et 1.1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 10. Deck: C -15/32 Iodine: 1 /' Insulation (Optional): One or snore layers perlite, glass fiber, 3/4 i n. . min, isocyanurate, urethane, perlite /isocyanurate composite, perli te/ s urethane composite, phenolic, 1- 1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 675 Base Sheet ", ; hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Pty 4 ", or "GAFG LAS •1 r Ply 6" hot mopped in place. Membrane: "Ruberoid torch FR" (granule)• Surfacing (Optional): GAF Fibered Alumuwm Coa ting at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. l. Deck C•15/32 lniline: 1/2 g,_;_; Insulation: Isucyanurale. 2 in. min., mead fibe r, pellite or glass fiber, �.-.j any thickness, Trot mopped or rncchau:"'ally fastened in Place. .joints 3 offset 6 in. M Base Sheet: One or more layers of type G2 "GAFGLAS 31S Base Sheet ", hot mopped or mechanically fastened in place. • Ply Sheet (Optional): One or more layers uf Type G1 "GAR;IASPly 4" or "Ply 6" hot mopped nr °place. -• Membrane: "Ruberoid Torch FR" (granule). e. Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gal /sq or Weather Coat Emulsion at 3 gal /sq. 1.: LOOK FOR MARK ON PRODUCT 12. Deck: C•15/12 Incline: 1,2 Insulation (Optional): k c':.1r.ur,rte, perlite or glass fib,'r, any thiclr' het mopped or InechanicdCj f,, ' :ed ni place. Junets offset 5 in. Base Sheet: 011e or more layers of Type 62 "GAFGLAS•4 /5 Oase 5111 hot mopped er mechanically fastened in place. Ply She^^ -t:0 ' er mare 1.uyets of TJ1r. !;i "GAFGLAS Ply 4" or , Ply 6" mopped i 1 place. Membrane: "P t :nrci3 Torch Fir (gra nule). Surfacingtepticnal): GAF Fiiernd Atum'nurn Coating at 1-1/2 gal/ GAF Weather (nat. E :natal .n A 3 .Jal.'s,l. 13. Deck: NC Incline: 1/2 Insnlaticn (Optional): iset.y e.tiretee •."aed fiber board, perlite. fiber, any thici,•,c.s . hot ;11.;;.k ed rr rr:,tcinanrC,rl fa < terted in t Joints offset 6 in. Base Sheet: Gne 4r m r: ore layers of T; G2 "GAFGLAS it /5 0.150 Si B uwpped in place. Ply Sheet (Optional): On" or more 1, :yers of f;pe (;1 "GAFGI AS fly "Ply 6" hut moppeu in Owe!. Membrane: "kubernid Turch : ' i ' Surfacing (Optional): "C∎Af libeled Aluminum Coaling" at 1-1/2 or GAF Weather Co ?r Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): isocyanurate, wood fiber beard, perlite, fiber, any thiekr.e•,i, hot mopped or mechanically fastened in 3oints offset 6 it Base Sheet: One or snore layers of "GAFGLAS If /5 Base Sheet mopped in place. Ply Sheet (OlrtioIral): 0:1e or more layers of "GAF GLAS Ply 4' or hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weat Coat Emulsion applied at 3 ga GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: ( -15/32 I t/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urrlhane, isocyanurate composite or phenolic. sheet, but Base Sheet: One or more layers Type G2 or G3 base s - or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mapped 1 Membrane: "Rulrcrnid Mop FR' or "Ruberoid Mop 170 FR" (j Deck: C 15/32 Incline: t/2 ' insulation (Optional): Perlite, Fiber glass, itocyarrurate, urethane, isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One ur Inure layers of Type G -2 or G -3 base sh, mopped or mechanically fastened. hot rot Ply Sheet (Optional): One or more layers of T'; pe (J place. Membrane: One Layer o of� RuberoidorTorchrFR "ror Rube oid (granule) 17. Deck: NC incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isoc: urethane, perlite /isocyanurate composite or C p3' noliC- eat, hot Base Sh Oe layers Type or mcchani calty ne fastened mor Ply Sheet (Optional): One or more layers Type GI, hot mopped Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mot) (granule). 18. Deck: NC incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fihcr, isor urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers ut lyi G-2 or sheet, hot mopped or mechanically fastened. Pty Sheet (Optional): One or more layer; of Type G -1, hot r place. Membrane: One layer of "Ruberoid Torch" (smooth) (smooth). "Ruberoid M Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop 170 IR" (granule). Incline: 1/1. 19. Deck: NC ;r,,,re la a of perti,P, 9 Insulation (Optional): On.' or i,- isocyanurate. nretlr::,re, perlite/ ism•. ;,,nurate r nr141osite er plc thickn B Sheet: Il more pl :r:' r i 1 or l,;!, het ,noppr'rl cr ad Karn ak Chen al e or Co. "No. 81•' or ;;ibson•Fioman 'No. 6160" c arlil ;•.ive at 1 -I/2 gal /sq. fli:utbranc: Ono layer of "Ruheroicl Rep FR" ur "Ruheroid M igranulc), hot mopped ur ad hered with Karr Clie t rri.3l 20. gr Gibson -Homan Deck: C -15/32 "No. 6160" cold app incline: 1/ insulation: Polyisocyantrrate, any thickness. Base Sheet: "GAFGLAS tr15" (Type G2), mechanically attach • Date Legal Description Historically Designated: M.a.r ( l Io 933 Contracting Co. k tia e IO C7A h Pa-J &waipeg Owner /Lessee/Tenet Owner's Address Qualifier PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. � 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 lhaigob Address 1 / E q C r t h3t State # Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECIHANICAL WORK DESCRIPTION: - T - ectro e IJ * I v +i le mo j rep/ c wI h ccVl ei,✓ mmi t- Cora SJcoii5h - S co Io► 'hro t ki+al I'- Ie uhf 5cu wte Golan -Plc rot(' s ysf en' $9,10,00 Square Ft. g350 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 ANY 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). 1 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 all disciplines. OWNERS AFFIDAVIT: I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction id/zoning. Furthermore, I authorize the above named contractor to do the work stated. ignature Owner and/or Condo President wri.erldfrr Date ' ti t'` ., _./. )) Notary as to Owner and/or Condo � `-''� Ann F ,t Date Not as to C tractor or wner >• Builder My Commission Expires My Commission 00063828 � .—M y Commission Expires r//b/cQ Date Flibh Expires March 29, 2008 FEES: PERMIT 1 1 ) o 6 RADON APPROVED: Zoning Building Electrical Mechanical C.C.F SS# Tax Folio Master Permit # p. c9.09 , • ` V 0 (3o5)q-1 17 Phone (5) 5'1-01 V, l Address Estimated Cost (value) /, a Phone Plumbing Yes No Competency #1389 Ins. Co. t- e'^ Cr cb“--Witu 01102 NOTARY - 11 BOND c o TOTAL DUE / 3 ) lJ A Structural Engineer Miami Shores Village —9 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/28 /2002 Applicant: 13A- Owner: JOB DDRESS: 933 NE 99 0 Contractor KAWALEK PAUL Local Phone: 305 - 218 -3552 Parcel # 1132060340250 Permit Status: Approved PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754 -019 MIAMI SHORES, FL 33138-2566 Pay to the order of Permit Expiration: Date J1■awi\ Shores VI i I c.Se ter /41ailJfetiea1; Ely /I Ba o ric W 14101rW ncH oea�ooxn For 13 ME. c sa /0 v ,:063L002771: 00366060 L9 LW 29 37 Building Permit Permit Number: BP2002 -1509 _J-e(a 4/k44 io 1 IriIo2 ST Contractor's Address: 485 NE 92 ST Legal Description: 5 - 6 53 40 MIAMI SHORES SEC 8 PB 14 - 33 E9FT LOT 16 ALL LOT 17 & W16FT LOT Fees: FEE2002 -4825 FEE2002 -4826 FEE2002 -4827 Description CCF Buildier's Bond Building Fee Total Fees: Amount $6.00 $300.00 $172.50 $478.50 Total Fees: $478.50 Total Receipts: $0.00 2/24/2003 Construction Value: $9,900.00 Work: TEAR OFF EXISITNG TILE ROOF REPLACE W A NEW MONIER CONC SPANISH COLORTHRU ALL TILES THE SAME COLOR TILE ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for anothe incr $ q a dollars 2937 63- 27/631 Fl. 810 ie equipment or device described in the application herefor in strict compliance with all vith any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or if the plans are changed without tor or builder named above assumes the responsibility for a thorough knowledge of the gs or in the statements or specifications and that he assumes responsibility for work done compliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either BY: BY: Page 1 of 1 I 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 DADE: 02R529637 2002 AUG 26 12:21 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 Notf f omme cement. 1. Le I des n o p r oper ty and street address: 13 3 N� � tio � M . Shore �L 2. Description of improvement: e-'rc \ 1�gnann. of net' 'rint Owners Name s r(s) �� l t cre a s: Q I U - 3 I'VE . q Interest in property: Q w er Name and address of fee simple titleholder: ontract is name and address: Rukt 4'< et,u} �.k I q U 3 A/ qal n d �� ores 1 FL 3313 �� 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: lotary Public 'rint Notary's Name ly Commission Expires: STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true copy of the origi =I filed in this o /ice on _62 day of sr iwell; WI Tf HAR , A 0 20 m hand and Chicle, Seal. 'i VI LERK, of Circuit and County Courts \` CIEPR� .i 1 t:ua v. o Section ection 71 3.13(1)(a)7., Florida Statutes, \Jame and address: ;worn to and subscribed before me this / L day of , 19� Prepared by: .c. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided _ 3. In addition to himself, Owner designates the following g persons) to receive a copy of the Lienor's Notice as provided in Section 7 13.13(1)(b), Florida Statutes. game and address: ). Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a iifferent date isspcified) ores Address: -f 28 B2610re5 33)3 1210t.52 253 II ■ - _ U -f II I . 1 - - 7,i Il, - I1 I I r �► ► i I 1 _._LL _ n • J _lJ_ I =I -; - 1 _ 1 1 1 T- 1 t I F , t I ■ A, _ -1 -,- I- t- i -i , , _t 1 I Ii t 1 i 1 F s l II I - 1 1 L_ 1-1-34 I e////TIT!_'.'.i'� j' _ i__ rai o T , 1 Q// 1 1 17", ill �1/ '_. /11/ ; wan 1 - 1 1 _ ! .1_ 1 7 t 1 i t i - F I i -1 -I- - T-iTrT I L 1 I l i( I i 1-i I 1 r J `( -i I �i 1 1 ! _�_ -_ - ,_I , M ! ' 1 ! i 1 1 t - 1 m . -i l l 1 I .1 1 1 I T i 1 i 'i-iy _ �i 1 1 1 J_ � - -- -- - L am- i I 1 H i 1 y I i 1 i _ ii1 IMT- ii Ti - - Lcit - 1 • f+ ( i t ( i I 1 j 1 T l , + IT ( 1 I i l l , I � I i l I 1 ! I i �__11 111 ij 1 - - I1 1 1 jj _ 1iTl i �ii 1 - 1 - 1 _=l i Vii. 1 II I..; 11_1 : t I' l - i - 1= k • 1 f 1 1 1 1 1 1 1' 1 - I I i 1 i I • 1=1_.1 T I_(itt_T_I 1_ 1 1 1( 1 i I l i 1 i i J �± �i�i i 1 1 I i t j_f 1 1 1 n i 1=1 i 1 i 7111 :Li 7_. [-Ili] Pip i T_iy ; 1 I I I i] . 1 1 1 11 1 11-1-1 1T 1 :1� ' Ti Tfil T 1 1 1 1) 1 -� 1 _ i . 711 a I 1 1 1 i�Ti i I J 1- 1 1 j F I_j_ 1- 1 1 1T; i I 1 1 t 1��.1_J: I 1 1 1 i i - F - - -1 1 1 T1 1 111 - I iii l `1 /a 1111/ glum "') =i i 7 j i i' • 1 X11•/ / ///// 1t/ 1 • - i i 1 _ i_ i • •1111///• 1 1T'- 1 - � � - __ - - -L __ 1 _ _ I 1� 1 1 1 1 1 1 T 1 1 ii -i 1 -ri - 1 - ' r I -- I -- -L T ; I _ + ii 011 - _� ! _� - 7 H_ -i T T i iTT i]i crirnrirn CFI I i1 - Iii � 1 _ - 1 1 L il_ 1 - � JJ_J - i III - J Gr�GG MINIM -1- - -i - -- F 1 -1 i (' I I Ili i]I 11 1, _ _J_� � - T I IT1 1 it7 1)t/ 1 1 1 1 1 1 - r _ _1 : _ _ � .� I =1=O: J ea -J • - 1 � i 1 1T 1 T 'T TTi I _i 1 177 i -- - 1 I I I 1�TjTf 1 Ardri r x/0!71 • :1:1:r ► 1 )='+11 � _- � 11 —l_Li I i_i � � J _ - -- G� '� L ' - - 1.1 - _1 1 • 1 1 ■ 641_ - — - -�, - - - - - -1 -- emu I� — L _� = - � I -- ^ - i - 1 1 i 1T t 1 1 is I � 1 - L - i1 11 t l i 7 1 i i - { 11 I _ - -II 1 1 __I- 1 1 , 1_ 11_I-'J1 I I i I I_ 1 IT-i-i I TT? jT= l;jilil,Il;II 1 / /li// /n //• _ V' ■ = = = - i -- i =.7.1=1:.-31 -/-1--1- T - ' L li 1 I V i I 1 - Florida Building Code Edition High Velocity Hurricane : a Uniform P !, 1 Master Permit Contractor's Name ❑ New Roof Section ( (General l e21°. N l, gaj 67 Job Address �3 91 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened tar /Ad e Set hesiv ate 13 Asphaltic ❑ Metal Panel/Shingles El wood Shingles/Shakes Shingles Prescriptive BUR-RAS 150 ROOF TYPE Re- Roofing ❑ Recovering El Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) c 9 - 35O �35D 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 dimen Ipns of elevated pressure zones and location of p ara p et s. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as 'NA") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: 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 Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) .& No. of Py(s): Ply Sheet Fastener/Bonding Material: Top Ply Top Ply Fastener/ Bonding Material: Surfacing: Field: • oc @ Lap, # Rows © • oc Perimeter. • oc ® Lap, # Rows @ oc Comer. ' oc @ Lap, # Rows @ • oc Number of Fasteners Per Insulation Board 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, Height of Base Flashing, Component Material, Material Thickness, Fastener Type; Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. NIR FT. FT. Parapet Height Mean Roof Height Roof Slope: 5 :12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: /4 otii 'er Notice of Acceptance Number: C 1 /OI_' O7 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): G, 5 P1: 1-16 P2: 6 165 P3: Maximum Design Pressure �> / (From the NOA Specific System): Z7 c� Method of tile attachment: Pol FoaIAN adkesitie Steep Sloped Roof System Description Deck Type: 11 ype Underlayment: Underlayment: nsulation: Ridge Ventilation? Fire Barrier: Mean Roof Height: I W3oeH- astener Type & Spacing: dhesive Type: ype Cap Sheet. 41 Pals pnoh 4 oof Covering: *�iv sIcfQ Type & Size Drip Edge: / i per gpavA45 CO ( O I0 "" 3X3 whi-te c u'. Where to Obtain Information M Required Moment Resistance* Mean Roof Height — Roof Slope I 15' 20' 25' 30' 4U ;; 2:12 34.4 36.5 38.2 39.7 3:12 32.2 34.4 36.0 37.4 4:12 30.4 32.2 33.8 35.1 5:12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1 ' length w= width NOA All calculations must be submitted to the Buil . , : Official at the time of , - , 't . y , head 1 Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit 1 Section E (Tile Calculation„ For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M h If the M, valves are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2: (P3: Me1 • ent Base —M — Mg: — Mg: s Per RAS 127" NOA 1,% NOA M' NOA 111r Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA ? *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 tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P I1: = 1 w := ) —W• xcos9: = F NOA (P x1: = 1 w:= ) —W x cos 9: = Fr2: NOA (P zl: = z w := ) —W: x cos 9: = Fr3: NOA :S gent's Signature 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. -S ___ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and wate intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that arc not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. -. 1' 6 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter l6 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). � % . 3. Common Roofs: Common roofs arc 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: " sh t ` Exposed Ceilings: Exposed, open beam ceilings arc where the underside of the roof decking can be viewed front 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 optpn 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. -/ S%(9 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so 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. `"' '1. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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. e 6 CuttWaVa Date Contractor's Signature a , :14044, .PRODUCT CONTROL NOTICE OF ACCrPTANCE Monier Lifctilc LLC 135 NW 20 St. Boca Raton FL 33431 'Your our application for Produce approval of MO under Chapter S or the Cove of `i:arni -Ds'. CJ_r :v ve: ;.:5: of .4.':t - ` Co::s :r.:e :ion, and corny' ely ces ::i�e: here:.. has -e.--- ' .,,_I; a:: T • -- Cour:: B ild ng Code Cor:p!i: :� - i ..� 0:..-. (3CC0 ) t ^Ce: :he conditions : ^ :z. : :ec ...� :::. This approval shall not be valid ate .. :.e ex_ :2: BCCO rese:ves the 7:itht ED c: n ateri:?! at _. : -'-e fro::: 1 : cb_..e 0 :...._.. t: :... Cr :S p :OC. Ct 0: ma :er l 3CCO 3CCO : :- :s : :.: ..c: c:...� :� :._. :� :._ :o .::t: : . The. : :r Acceptance No.:99- 1012.04 ("Revises No.: 97 1124.IS) Expires:12.'10 "002 • • ST RACTOit L(CE_NSLWS' __tC (30s) 37 5.2537 FAX (305) 343:3 CONTRACTOR ENF0RCEMENTSECTIC (305) 37 S -3966 FAX (30S) 3:3.29 PRODUCT CONTROL DIN (sic: 30S) 3'1•:90: FAX (30S) 37:•6; THIS IS THE COVERSHEET. SEE ADDITIONAL !'AGES F':; SPECIFIC: AND CEDE R.-I- • pp- , ,%c;.J: 12:30 1999 COQ `)ITION _1 J I 77 4 1 1 . 4 ' J:: Co:._ • Product Tile Screws Roof Tile Mortar (""I'ileTiteT.w') Roof Tile Mortar (" Quikreta Roof Tile Mortar g1140") Roof Tile Mortar ( "BONS: \LIB Root' Tile Mortar Mix ") Roof Tile Adhesive ( "Poly:: roy :\ , i. i.e;l''_ Hurricane Clip Fasteners 3. LIMITATIONS NOTICE OF ACCEPTANCE: Dimensions AiSx 2 %" long 0 .335" head dia. 0.13 I" shank dia. 0.175" screw thread dia. N/A N/A premixed canisters Clips Min. width �litr. 0.060" thick Clip Fasteners Alin. Sd x 1 't ' r1 " Test Specifications PA 114 Appendix E PA 123 PA 123 PA 123 See PC.\ S ee PC.A PA 11 Appendix E 3. Fire classification is not part of this acceptance. For mortar or adhesive set the applications. perCornied in accordance with R - 106. APPROVED EXPIRES STANDARD I Y Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set root tile application;. Prepared mortar mix designed for mortar set root' the applications. Prepared mortar mix designed For mortar sec roof the applications. Two component ooryur -:hate aditc;i . for Sir_ _ Col' _. _:'1.2n_ Corrosion resistant char with corrosion resistant n2:15. :DC mber30, cember 16, 2002• Fr�^l RR Rooting P'oduct Conra! Examine' ALr Curer generic Bermuda Roof Company, Inc. with current PCA. Quikre.te Construction Products with Current PCA W. R. Bonsai Co. with current PCA Rol' ro2.nt Products. Inc. Generic 3.3 Applicant shall retain the services of a Miami -Dade to perform quarterly test in accordance with PA 112. ap shall be submitted to the Building Code Compliance Office � 3.4 Minimum underlayments shall be in compliance with the a ' • tuch Applications Standards listed section 4.1 herein. pplicable' hoofing 3.5 30/90 hot mopped underlayment applications may be installed p to the roof slope unless stated otherwise by the underlayment material manufacture published literature. m anufacturers r; 3.6 This acceptance is for wood deck applications. Minimum deck requirements Shail be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish 'S' Concrete Roof Tile and its components l shil be -_ in strict cornpliance with Miami Dade shill be li„S e Coun., Roo:: ^� �, ,ca: o i Standard R.-k S I 1 S R.AS 119, and RAS 120. 4.2 Data For Attachment Calculations • Tile Profile S 'S' Table 2: Restoring Moments due to Gravity Tile 3":12" 4":12" 5 ' Profile S: . :s; 'S' 7 e u ^� : ::e - z< J' -s Table 1: Aerodynamic Multipliers - (ft') - (ft') Direct Deck Application 3.5 . 5 44 27 • • ( `t-1 b f) 5• :1_' :< Frank Zu!oaga, RRC Roo: ng Producc Coro! Examiner 7":12" or greater .e -s N..A. 7.3" • 1 ' Monier Tile ;4 Lar•e p Tile Profile !Monier Lifetile Spanish 'S' 2 -10d Ring Shank Nails Tile 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 .#8 Screw 2 .#5 Screws 1 -10d Smooth or Screw Shank Nail (Field Clio) 1 -10d Smooth or Scre:v Shank Nail (Eave Clio) 2 -10d Smooth or Screw Shank Nails (Field Clip) I 2 -10d Smooth or Screw I Sank Nails (Ea'ie Clio) S :apish 'S' ,medium padd Table 3: Attachment Resistance Expressed as a Moment - M (R -Ibf) : -e. for Nail -On Systems Profile Fastener Type 2-1Od Ring Sank Nails' • facement of 63 • rams of Pot Pro TM. placement of 24 rams of Pol 5 Direct Deck (min 15/32" plywood) 29.6 5.1 c6._ 20.7 43.2 23.1 29.3 27.6 See manufactures comccne", an:,r _val for installation requirements. FIexiple Products Company T il_3cnd Average weight per patty 10.7 grams. 'clyfoam Product. Inc. Average weight cer oa :ty 8 grams. v‘ith. a e -a =. fas a --e-s a "° ;cca •ea a 71:1. c. Table 4: Attachment Resistance Expressed as a Momen: M. (ft for Two Patty Adhesive Set Systerns Direct Deck (min. 19/32". PIYWOOd) _ =3' Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Ai) • licaticn 4 6.8 9.2 20.7 43.2 23.1 23.3 27.5 33.1 38.1 33.1 ! =3.1 Tile Tile Application Minimum Attachment Resistance Frank Zu!oaga. RRC Roofi ng Product Con ::ol Examiner f i' (9j • • i. Tile Profile Tile Ap • Iication Attach • Resistanc • 24.5 Monier Lifetile Spanish 'S' Tile Mortar Set Table 4B: Attachment Resistance Expressed Mortar Set s e s as a Moment • • • • 3 • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's or folio« Approved-. ing statement: "Miami -Dade County Product Control A name or logo, - . 6. B>JILDI \G PERMIT REQUIREME \TS 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 o: the South Flora Building Code (SFBC) in Orde: co properly evaluate the instal . - • !`_ system. • PROFILE DRAWINGS NAIL HOLES MONIER LIFETILE SPANISII `S' CONCRETE ROOF TILE. 6 .11 Fran: 2;.zloaga. RRC Roofing Product Control Examiner 1 • 5. 4. J I. Renewal of this Acceptance (approval) shall be considered after a ren filed and the original submitted documents, including test - supporting data, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufae state. and the following statement: "Miami -Dade County Product Control A r specifically stated in the specific conditions of this Acceptance. ture�s name, pity, PP oval , or .s END OF THIS ACCEPT.AS 9. This Notice or Acceptance consist; of pages I through 6 and this 1 Frank Zuloaga, RRC Rooting Product Control Examine: 3 . Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida iththe Building code c h affecting the eva!uation of this product and the product is not in compliance b• The product is no longer the same with the code change;. c. [f the .Acceptance holder �� netpcomplied �vithyafl as thee one original( }• a • PPro�' including the correct installation, of the requirements of this acceptance. d. The engineer who roduct. originally prepared, ed, ed and sealed the submitted. is ,r sign � ^�.: rep` b .titt no long_ practicing the.eng ee ' - ' "c i doc:•rnentation .Any revision or change the an in. the materials, use. and.-or manufacture aut automatically be cause for termination �: anu:�ctur_ or the prods::, e: process sh om (through the for m a of this .Acceptance, unless prior written approval has e•: �- re vision application '7 ?r0•. been or ce. " L ♦1ot1 « :l .ee) am.. 7,7.2:Iced by this _. -..- as ��...� o. _. H .A • , Q tl:s : Acne i1. ^.Ce a5 "'.v_ :; a a �.. .. -_ . � ... -.�. .v t:;e y .:fie �. � .L, _+'^ � v ,.. .'.. �.i: �. .: �'_:".^,e• .�. �'• :'.C:e l: a ?�I:e). ►:.� ?- _. :c:. a... ' ;.o �c.e a. ae ;;;":-.C. _ .. e or c :s d:s.r:'3L :.v- and s;13 oe , available ,c: .. enz ..--. r ee 7=5e31 Le Copies. S. C'al!l:a co c�;f;'^ Se�.io �. \:i!1 :' 't� o� ' d:re c con :1 C: .' 'S ' \ 5!1 c': : ;c for termination and removal 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 'D t4-6g A 26 Pc-5f r — D 51 52 A - 5*03, 76 77 2 27 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 qt ___„,—, 75 100 Owner's Name Job Address Roofing Contractor: Type of Tile: t Approximate Roof Height: 1 feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 4000 ft Required Testing Force: 35 lbs. Testing Equipment Chatillion100 Date Tested b 1 t S ro2 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTRO!_' �: THIS REP MITTED B Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. NP. 4084 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 COMPILANCE PROTOCOL PA 106 Ito SITE SPECIFIC INFORMATION ,,��jj P.E. I ( S Psrmit# 1. t �0�1 c � Gt° �-�', t I,L o- t h !,'� IZ_D D ate Installed• Roof Pitch: 3 I Ladder Other TEST RESULTS P = PASS, F = FAIL $KETCH OF ROOF 1 r 1 !U II A Iii i ii 1111EUPAIIIIIIMIMIIIIIMOIMMIIIIPM 2t1' ILL Er ■:11111•PIJi► ii issuorddirrammummillmorm X�►! NFMWAIUMINIIFILUIIIIIIIIIIIIIIIIMIIIIIIMIItal l /r►■ ■JIIIII ■ N IIIIVAEPASIIRIVINIINIIIIIIIMIIIIMIIIIIIAIIIMIIIPII ier11■11`1■IIIMI■IIIi rr•111J Ea r0111111J\\'r■ ammo IMINIIIIIIIIIMISNIMMIIII IICEIINJ■ ES ■rMIr\ ■1•11r /I \`� , N��11 NOTES' JOB 7'3 OV - - 1‘t 5 l . t' \,5tkor SHEET NO OF Z CONTRACTOR iCktkl G. ' 10 F t p_4 CHECKED BY SCALE T - t3 1