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RF-07-1507
Inspection Date: 09/18/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: HARTMANN, MARIA Job Address: 1178 99 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: WJP ROOFING CONTRACTORS CORP Permit Type: Roof Inspection Type: Final Roof 0,),L00 Work Classification: Roof - New Block: Phone Number Parcel Number 1132050180120 Lot: Phone: (305)757 -6464 Budding Department Comment RE ROOF TILE TO TILE COLOR THRU SCPit9S Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 56164. Replace cap tiles on the lower side of the chinmey, some are broken all are loose. 9/13/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, September 17, 2007 Page 1 of 2 Providing Solutions to the Lab Report No. TEC Roofing Industry N07- 090118 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 1178 NE 99 St. Miami Shores OWNER: Maria Hartman CONTRACTOR: WJ Perez Roof Contractors TILE TYPE: Hanson Hacienda ATTACHMENT.• Polyfoam Testing Equipment: PERMIT No: 7071507 ROOFING SQUARES: 30 ROOF PITCH :: 3:12 INSPECTOR INITL4LS': MA/GD TEST DATE.: 9/10/2007 No. RESULT No. _.._ .. ••• RESULT • Se%fa • ..,,,,4.4,11.,.1 No. RESULT No. IICquileu RESULT i ebuny rulue: No. so ios RESULT 1 -5 Passed 23 -25 Passed 41-45 Passed 6 -10 Passed 26 -30 Passed 46 -53 Passed 11 -15 Passed 31 -35 Passed 16 -22 Passed 36-40 Passed THIS ROOF HAS: PASSED IX1 FAILED fl THE STATIC UPLIFT IN ACC')Rf ANC`R wrru n trArar-n e nF rnr n rry T A e 1 A4 5 Front 33' "ROOF SKETCH" 44 43 42 46 47 40 39 38 49 51 5 53 36 52 20 19 25 21 22 24 30 E6 29 31 32 18 E7 28 23 35 34 33 17 16 13 7 Reviewed by: 10 —15 15 4 11 "-- 7 5 24' %'./ /.C'7 Marlin Brinson, P.B. -Lic #60749 13605 SW 149x` Avenue, Unit 1, Miami, FL 33196 South (305) 256 -4550 • Fax (877) 379 -0865 • www.floridatec.net North (305) 828 -1107 • Fax (866)333 -6988 6065 NW 167th Street, Suite B -20, Miami, FL 33015 • • ••• • • • ••• •• •• • .• • •• •• • ••• -• • •.. Florida Building Code Edition . High Velocity Hurricane Zone Uniform Pear( Application Fon Section A tGi idly 1. lt rrn aottl Master Penult No, . .T-077 ;o1 • Process No. Contras s Name . t..) a► s CH • • Job Address (( • of• l • kI • • y . ••.- • • • ti •• D iLow Sh et ROOFCATEGORY Mechanicaity Fastened Tile • Martar /Adhesive Sat All? : ' . M.01 D Metal Panel/Shingles 0 Wood :Sldngles/Shak a . D Prescriptive BUR -RAS 150 ROOF TYPE Are there Gas Vent Stacks Yes. 0 No Type: Natural U ; LPGX 0' of �I Re- Roofing Q Recovering.' Q Repair D Maintenance ROOF SYSTEM INFORMATION Roof Area Steep-Sloped Roof Area (SF) .: Total (SF) •' •• • Section B (Roof Plan) •••••• • Sketch Roof Pfau illustrate all teveis and :sections, roof drains, scu , overflow, scuppers and overflow drains. include dknensioris of sections' and •lev®is, identify dimensions of elevated pressure zones and location of parapets" •.. 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NlNUMINNNESS m•Nu! usainural sad * /m1IIS1UUR • 21 itrtaaua,!1sa rail +a3aiafiiia�lratst \i I1iif�� ilium!/. hi li. ii ii.. itl►. ti /immuu.//imillalmmilimmliiiia: iS/SiiilaSSmmiiml S!/ mini /manammansaa man i/ iiNlmm as /. 1/imi /siiplii /im'a�m laa'/mmiiimll�ma / mmmNi SN /iaam/mai l�NSTINSIINNuNIII 111 L1 _r i' • •• • ••. flags • • • • :••• • •••• • •••• • • •.• • • • • •.• • • •••• 23_01-43' 5/03 PAGE 2L . EDT T.© CCMPLiANC,E H ALL EDERAL T� 4,i40. COUNTY RULES AND REGULATIONS Florida Building Code Edition 2004 High Velocity Hurricane 7 ate tlntrm,PQrrjlj A pIT ion Form • • • •• • ... • • • • • • • • '• • ••• • • -...• • ••. Section C. (Low Sloped Roof System) Fill in Specific Roof Assembly Campanella • and identify Manufacturer • • • • •••• (if a component Is not t. used, identify as "NA ") • System Manufacturer: ea. , • ..• NOA No.: • • • • •• • • . Design Wind Pressures, From RAS 128 or-Calculations: Pm / ax1; 0:1 Pmax2: 82 -6 jPmaxs: /2q." 3 Max. Design Pressure, from the specific NOA System: Deck: Type: C'0X Gauge/Thickness: /Z- 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/Bon . :Material: 4J/A Top Insulation Layer: Top Insulation Size and Thickness: • •• • • • • • • • • • • a • • F',aslener 4parcrg •for,Arjchor /Base Sheet Attachment • 41, • ■Ho1e10 •L•• _ oc-@ Lap :# RpWS `" @ " oc • • • .• •• . Mr• • • (P„ :L . Lap, f# Rows @ A4" oc Corner: /� 00.6 tap, # Rows 7 @ b " oc Number of Fasteners -per Insulation Board Field Nf Perimeter ./A Corner 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, Mater I Thickness, Fastener Type, Fastener Spacing or Submit • Manufacturers 'Det -'" Chapter • \tha • •with R �S X11 and •• 90 •t • • • • • • • • ••.• •••• • • Top Insulation Fastener /Bondlg .Material: /t/ A Base Sheet(s) & No. of Ply(s):� t'7S Base Sheet.Fas r /Bob ding • • • • .. • ••.•••` • • • _ • • •• •• •FT ■ • •.a. ••• • •• r ■ • ••••• • ••••■ • • • Pa{arer• Height Ply Sheet(s) & No. of Ply(s): Ply S et Fastener/Borth Top Ply:. Top Ply • astener /Bondi M Surfacing: • ••.• •• •• • •. • • .• • -:• • .'•..• ... • • •- • • • • ••• • • MIAMF ADE M I A M I.DADE BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION • • ••• . •• • • • • • • • • • • y • • ••0 • •.. • • • • • . OFtrt : teac61 • • • . • • • .. • • •_ • •'• • •.• • • • ••• • • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUII DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375- 2901 ` FAX (305) 375 -2908 NOTICE OF ACCEPT GAF Material Corporation: 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction . (AID'); ACCEPT ••• • • • •• •• • • • • • • •• • • ••••••.•• • •• • • • • • .•. •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (hi Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the :accepted manner, the manufacturer will incur the : :expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA:reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. ••• This product is approved as described herein, and has been designed to comply viii the } gi! itielocity t ei' ene Zone of the Florida Building Code. • • • ` • • • • • • •••••• •• • •••••• DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Dc44,.,• ••••.• •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's•>e or logo, city, state'6tj1• •, following statement: "Miami -Dade County Product Control Approved", unleU ®t'her vise aoteal herein. •• •• . ••.. •••••• • RENEWAL of this NOA shall be considered after a renewal application hagbeen fled ands there has I eegea. change in the applicable building code negatively affecting the performance Qf tb.t product!, • • • • • •. . • ••. TERMINATION of this. NOA will occur after the expiration date or if there has been a revisionnor change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. IINTSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. . The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 • • ••• -• . • -... • • • • • ,• • • • • • • • • • ••• • • • • • • • ••• -•- -•- Deck Type 1: Wood, Non- intulata • • ••• •• •.. • •_ • • -• • • • • •; • • ••• • r:O• _r. •i•.. • • •. • • •. • • • • -.• • • • :.•. • • • •'. • • • Deck Description:. 19/32 t or greater plywood or wool plank tec•ks: System Type E.(1): All General and Sy Base sheet: Fastening Options: Ply Sheet: Cap Sheet: Base sheet mechanically faa.enetd„ • • •••••• • -. ••• • . • • •• • . stem Limitations shat • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROlD SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1TE) #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 See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of abon Base sheets attached to deck with approved annular ring .shank ;ails and tipaps at a, • •. •, fastener spacing of 9" o.c. at the 4" lap staggered and in, NS rows 9 "404. in the • • field. (Maximum Design Pressure —52.5 psf, See GcLimitattsn #91) . • • • • :. GAFGLAS #75 Base Sheet or any of above Base shed! leached to deck with ., • • Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plaies 12: o.c. i3 it rvSsis. On row is in the 2" side lap._ The other rows are equally maPgd approximately 9 • • o.c. in the field of the sheet. • • • . •• (Maximum Design Pressure —60 psf, See General Limitation #7) • . • Any of above Base sheets attached to deck approvea:annulr ring skanla nails • • •.. • and 3" inverted Drill-Tec (GAFTITE) insulation plajes %,t•I,fastener spacing of ... it 71 "• • ••• • • - • 9 o.c. at the 4 lap staggered in two rows 9 m the find. • . (Maximum Design Pressure —60 psf, See General Limitation #7) .. GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill- Tec'.(GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See-General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -` 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. NOA No: 03- 0501.05 Expiration Date:. 11/04/08 Approval Date :10/23/03 Page 18 of 21 • • ••• . • • • •••• . •• . •• - • • •• •• ,. • • • • • • ,. • • .`. • • • • ,•v• • • • • • • • -,• • • • • • ••• • • -• - O. ••• (Required if no cap sheet isused) Install one of the following: 1. GAF Special Ro¢ficig 1jtlupe� s th ! app c4tioi,fate of 20 Ibsisq; with an application rate rr t5' 1Jsq.,'.oiC 1F WE .'IhiZR COAT® Pnulision (Matrix 305 Fiber& n ulsion)'witfi an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating 'Abend '.301.)Sviltiinapp oz to of 1.5 gal//sq. 2. Asphalt flood coat at'ain fl i ' to of 6011kb/sq. ± 20%; plus gravel or slag with an application ti; ot4b0abaJsgf &; Ibsisq., respectively. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1 -1.5 gal/sq. Maximum Pressure: See Fastening Above 0000 • • •:., • • .. •...- • • • • • • 00 0 •. tl.• •.. f ..•.• -.'. • ,.. •.. • •..> • • • • •.•••• -•• ••• 000.0'; •: ` • 80000•-: _ • • •••••. :. • . • • • •• •• 00 •• •••••• • •••••• - • • • • •' • • • •••• ••••• -. • • • • :.•••• -.• 0 • • • - 00000'I •• • ••.. • -.: • • NOA No 03- 0501.05 Expiration Date: 11/04108 Approval Datec10R3/03 Page 19 of 21 • • •••:..' • •- • ••• •• •• • 0 • •• •0 "• • • • • :' • • 0 • • • • • • •!• • • 0. • - • • 0 -• • 0 0 • • •••. • •., • 0 ••• WOOD' DECK SYSTEM LIMITATIONS: . • • • • • • • • • •; . • • • • • 1 A slip sheet is required with Ply 4 and Flex PPy 6 wten lustd as:� mdch� n l'y fastened base or • • anchor sheet. • • • • •' • 2. Minimum IA" Dens Deck or '/2 Type X gypsum board is acceptable to be installed directly over the wood deck. ••_• • • •• ••• •• • 0000000 IF • - ••• • • • •' 00. • • • • • • ,•• •. • GENERAL LIMITATIONS: • •' :: ' • •' 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall 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 using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached'systems shall be limited to a maximum design pressure of -45 psf. • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic For4e (l:'jyalae af• • • • • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fas tenei value,. as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. •,, ••• • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachnent is based • on a minimum fastener resistance value in conjunction with the maximum design vats listed withflf**".° a specific system. Should the fastener resistance be less than that required, as deternisti by the • Building Official, a revised fastener spacing, prepared, signed and sealed by a FloridIRetistered • • • • •`� Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised falfoli'ef spacing... shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 •••• • calculations in compliance with Roofing Application Standard RAS 117. .. •. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these • areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 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 permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation Is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF Tl3IS ACCEPTANCE •••••• • • • 0••••• 0 •••••• ••••• 000.0 ..00000 • 0 0 •••••• • • •00•• • NOA No: '03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03" Page 21 of 21 riOOFING MATERIALS.•,ANC:St:TEA WEIECtC n1P` } -. • • • • • • • • • •. COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Continued •_ • ••• .•. • • • • • • •: • • • •• ••• w • • • ••• r . ROOFIpOVERING MATERIALS (TEY,T) • =n) .� • SPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ". or • "GAFGLAS #80 ULTIMA" )is a suitable alternate for Type GI asphalt glass fiber ply sheet (''GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C root systems indicated below. The roof deck may first be covered with a Type,G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet. (Perforated)" or —GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped. and nailable to be mechanically attached' granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Sti atavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Gl asphalt glass fiber ply sheet 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped;: spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. . When "perlite' is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Cia§sified perlite insulation -' Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. — BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA f.uard RA" may substituted for any Atlas polyisocyanurate insula- : ^y of the following Classifications. •gulf "'Perms Mop" may be utilized with any of the tollowing Asphalt reic ;,ystens with Hot Roofing Asphalt '. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. :GAFGLAS Flex Pty 6" is a suitable alternate to "GAFGLAS PI 6 ". "GAFTEMP Permalite. Recoyer Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. " Class A, B and C Hot roofing asphalt. for use with organic and glass felts or modified bitumen membranes. Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop"SBS products in any applicable Classification. Class A Deck: C- 15/32 Incline: 3 Insulation (optional): One or more layers perlite, wood fiber, glass fiber. isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic,.any thickness. • Ply Sheet: Three or more layers Type G1 "GAFGLAS.: PIy 4" or "GAFGLAS.PIy G; hot mopped. Surfacing: Gravel. 2 Deck: C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or mere layers Type GI 'GAFGLAS: Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deek: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane; perlite /isocyanurate composite, perlite / urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. nax. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". • 4. Deck: NC . • Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. Max, hot mopped. 173 ,r• •, - c • •. ffi yjtt (TGFU)—Continued • t• T• c•., • ,S4 • . • • My Lem- :Any Ul.4lassif d gravel surfaced Class A asphalt glass fiber • rrat s stem• ' • •. 5. Deck: C- 15/32 ' Incline: -1 • Sip SJteet49ptig : Nei rosin :paper, nailed to deck. • B.;e►Sit�.te : ®neslayer41'Ype C2 "GAFGLAS #75 Baie Sheet" (may' be fty 0.:•,••Or of, Bsprejay;rs Type. GI "GAFGLAS Ply 4" or GAFGLAS Cap. Sheet:' ..One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. • • Deck: NC Incline: '3. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers` Type GI "GAFGLAS Ply 4 "• or "GAF- GLAS Ply 6 ". ""'C ,Sheet: One layer Type G -3 "GAFGLAS Mineral. Surfaced Cap Sheet 7. Deck: C -15/32 Incline: 2 Insulation: One of more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints :6in.). Base Sheet: One or more layers Type GI, ,G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch-Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck C -15/32 ' Incline: 2 Insulation. (Optional)£ One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate com8site, perlite/ urethane composite,. wood fiber /isocyanurate compote, p enolic, any thickness. • • • •• •••••• • • • • Base Sheet:,. Two or more layers Type G2 or 1;3. • • • • ,,• • • • Ply Sheet (Optional): One or more M 4f7!) ,e G1. • • • • • • • • • iicmbrane:. One or more layers "RubetttS 'f sch" (SmootheiGranule • ••.•• " Ruberoid Torch Plus" (granule), "Rubryrilirltbfop" (Smooth oc Granule • or "Ruberoid Mop Plus" (granule). •••.•• �••�•• dross., Cap Sheet: "GAFGLAS Mineral S �f ced Cap Sheet ", hot mopped. ••••• • • � it Class B • • • • .•• • • •• •• ••••••' 1. beds C- 15/32 ` ••• � • fnd3ne: 3-1/2 � Insulation (Optional)* • One or mort:la��rS'perIite, woodsfiber,:glass •s fiber, isocyanurate; urethane, perlite,fTeessooccyyan•rate cornaysit•, perlite,i.:•••• urethane composite, wood fiber /isocganura( compos141,,prertblic,. any • thickness. r • s •. .. •••••• Ply Sheet: Two or more layers Type. &1� "G.�FGLASily(i' or "C,AF • GL•AS Ply 6" •• Cap .Shieet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped, 2. peck: C115/32 Incline: 3-1/2• Insulation {Optional): , One or snore layers perlite, wood fiber, lass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane tompoalte, wood fiber / isocyanurate composite, phenolir,•any thickness. Base Sheet: Two or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus " (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): ` One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate .composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 tbslsq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Decic: C -15/32 Incline: 1/2 Insulation (Optional) One or more layers .perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. • tIB1�.l).• L. •. • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79 .2204 Fax: (305) 756.8972 BUILDING D�1coj�. PERMIT APPLICATION. Ititf FBC 2004 Permit Type (circle). Electrical sr], AUG 13 200? B Y: Permit No. g. F -7 -0 7-1T7 Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Mgr' t 1-1G1, ✓Yd'k4'fl 4 k Phone # Owner's Address ti 7q t.►5 qqc City VhZ4 5InAi5 State Zip 3 31 D Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # k1,2_126-0 C (10 1 LCD Is Building Historically Designated YES NO Contractor's Company Name v f 3 Fejt.I e.001 - Phone # 705-- s 75-7 -b 3$-3o--g 611 Contractor's Address q% 3( tot/ C0? 4ev - ')70�, City IN)Gt State Ei Zip "3°317 Qualifier Name t'c'f'i q ivN PrfeZ. Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2-2130o 000 Type of Work: Describe Work: Square 1 Linear Footage Of Work: 7ij Repair/Replace L ❑ Demolition ******* * * **'k'1E11C1%11C$*'1TC1%7k * 7k7ti9i 'YYl1tfY7Y1k1ti***U'ppQ *** ** *** **YY7ti'***]l ** iC7ti**** 1Y**7ti*** ****7Y'** ****** Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ C5:51' Permit Fee $ CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -+ 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 here by 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 ANr'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In tie absence of such poste, notice, the inspection will not be approved and a reinspe ' ion fee will be charged. Signature Signature Owner or Agent, The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign Print: Print: My Commission Expires: APPLICATION. APPROVED BY: (Revised 02/08/06) My Commission Expires: Plans Examiner Engineer Zoning. JUL 1 9 2001.. BY Miami Shores Village Building Department 2 • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `� S � Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. grog I O1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Tit eholder) Owner's Address City t &Mt f res State � Zip Tenant/Lessee Name Phone # Electrical Plumbing Mechanical Job Address (where the work is being done) l/ 75 f 9Pj City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip Contractor's Company Nam Contractor's Address's I, r%c Phone # City State Qualifier Name %/ / %/V z Zip Phone # - - -- State Certificate or Registration No. (. 62169 Certificate of Competency No. 550 fd ml 1 -7 Architect/Engineer's Name (if applicable) Value of Work For this Permit Type of Work: ❑Addition Describe Work: Phone # Square / Linear Footage Of Work: SS S . ['Alteration ❑New VA repair/Replace 0 Demolition OEM oft to ***** * *,** ***** ** * ** * * *** k * ** * ** * ** *****F *W , ******* *,* ** * * * * * **** ** * * *** * *,* *,* **, *** ** Submittal Fee $ Permit Fee $ S 00 CCF $ 1 1.6 .250 CO /CC Notary $ Training/Education Fee $ 4 ,(00 Technology Fee $ Scanning $ 12-- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ eMkAak Total Fee Now Due $ �i �� See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue • th- absence of such po notice, the inspection will not be approved and a reinsp -ction fee will be charged The forego day of,/ Owner or Ag nt trument was acknowledged be . e me this 20 07 by Contractor trument was acknowledged before me this 20/97 by `"i_" own to me or who has produced as identification and who did take an oath. who is person known to me or who has produced who is personal As identification and who did take an oath. NOTARY PUBLIC: Slgn�' Print P' My Commission Expires: DaSPFY. k2z, ADA PEREZ g MY COMMISSION # DD 264746 EXPIRES; January 2, 2008 Bonded Thor Notary Public Underwriters 41. m /1D : +' MY COMMISSION EXPIRES: January # 2, 2008 46 B 'ded Thru Notary Public 2;, 2008 APPLICATION APPROVED BY: (Revised 02/08106) My Commission Expires: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Le al description of property and street/address: / e` % 1111111111111111111111111111111111111 11111111 CFH 200780699238 OR Pk 25779 Ps 2955; t1ps:' RECORDED 07/16/2007 09:44:35 HARVEY RUVIi'1r CLERK OF COURT IIIANI- C'AC'E COUNTY? FLORIDA LAST PAGE 2. Description of improvement: PC' t -UO'�j ' 3. Owner(s) name and address: M44/4 f. y it�Att/I✓ /(71 mg.. feJ Sfi hil �R' .i Situ s /1 LAG 3-?13P Interest in property: . b+4Veg.. Name and address of fee simple titleholder: A/41, 4. Contractor's-name and address: w� /Z-C) 6 6� t1?J G1 gf35. 5•W / 07A- ..9t o 2- "4 i %, Ft 33/ .7( 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 'ger- \ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, rr/A- Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Com ncement: (the expiration date Is 1 year from the date of recording unless a specified) diffe ;nt dat d ature of Owner ®,� Print Owner's Name r1/2 Sworn to and subscribed before me this Notary Public Print Notary/6 Nam My commission ex 123.01 -52 PAGE 4 8/02 day of "d 7;4--y , 20 O ??"`‘'°. eon ;1RE$ : Jan .D264746 Prepared by AP* Address: Yris—g w. t!o 742 "t., wt j/ 33%it STATE OF FLORIDA, COUNTY - _ F DADS tha olgina! kW in rile. v of WfTNEsS my hair HARVEY RUVlN, By D. u !_ow 0 Asphaltic Shingles 0 New Roof Are eare r Gas Vent Stack,_ u Yes 0 4 No Type:- Natural M� Re- Roofing 0 Recovering 0 Repair ROOF SYSTEM INFORMATION Steep Sloped. 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S11fa111Utssali1a1a1UUMiissssa .silasl11sUa1s Ii1ai aa7asi-l- aalfi7iilissl :aa!l1ali111111111lalli111XNE iriaslsMUSISUIS:s11aalalUSlUSa iIiUUR!_:1`i11aiU11slir" faalslUUU.US�SililliaODUSSii alUMa11iSa11a as UaaIIII MIaSIrIIISISINISMalrrUlSS1114�11S11 S111111MOI IIIMS�11.1iSISILI MI 11! f1iS111UasSUU11SSU laiSUSaiUIUllS11USaUSassa t!. • • .•.0• 123_01.4&" 5/03. PAGE 2' SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement.between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for t ' purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. / Renailing wood decks: When replacing roofing, the existing wood roof deck may ha e to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Ste, � Common roofs: Common roofs are those which have no visible delineation betwee neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. /j ' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roo ` d- eking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. J Ponding water: The current roof system and/or deck ofxhe building y not • drat' ,!ell and may cause water to pond (accumulate) in low -lying areas ofethe r68f, : • . Ponding can be an indication of structural distress and may require the review of a • . • • professional structural engineer. Ponding may shorten the life expectap.gyand performance . • of the new roofing system. Ponding conditions may not be evident uiitiltle origi+riaI roofing • • system is removed. Ponding conditions should be corrected. • • • • • • 6. /'J ,'' Overflow scuppers (wall outlets): It is required that raiDwater flow also that • e ro f is not overloaded from a buildup of water. Perimeter /edge wall 9.e .other ;oaf.. eef • . • extension may block this discharge if overflow scuppers (wall outlets)•are hot prtMded. It • may be necessary to install overflow scuppers in accordance with the requirements or Sections R4402, R4403 and R4413. 7. L - Ventilation: Most roof structures should have some ability to vent natural a ' o -` through the interior of the structure assembly (the b.ilding itself). The existing - amount of attic ventilation shall not be reduced. It may be,beneficial to considej additional • nting which can re t in extending the service lift the i /.mot Owner /Agent's Sit ature Date / /7gjL �TT� Contractor Signatur High Velocity. Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System} Roof System Manufacturer: kJ•1 Pt`etetsa. 9_04- •.d,to,Q.. Notice of Acceptance Number: 0 2_ 0 9 1 • l Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax2: Q0 ° Pmax3: c.?-0` 6r Pmax1 • < • Maxirmurn Design Pressure _ (From the NOA Specific System); • Deck Type: ype Underlaymeit: insulation: Sloped System Description Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: • • -4':.,i • • .N•. • ••• • • ••• . • •. • .• • • •..• • • .. �••.. •••• ••• 110 ••• • •••.•• • .. . ••.• ••• '. ... • --T - ••••• .• ra i btu % t� ype Cap Sheet: Mean Roof Height: tL", Roof Covering: " s-m Type &Size Drip • dge: • 7-(p c4A.,,4. Florida Building Code Edition 2002 Nigh Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile C•aicuiatlonsl For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mowith the values from M H 11 the Mt valves are greater than or equal to the Mr values, for each area of the roof, then the Me attachment method is acceptable. Method -1- `Moment -Based- TileEalculatiions- Per:RA: 127'.'__.__ (o �O ZD..J NOA M4 4' • (p2: Q,3- •;1 q=,,?7ifd'3) -Mg Y =r . �• ? NOA Mr sA' " (P3: 95• I z x l�gt7 = 1.4,3) - Mg: .1,211.e....41,1_2124 $ NOA Mr J Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NO Mr Required Moment : ante *. *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' valves are greater than 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 1 (Phi — z l: = z wt.. ) - W: r cos 8: _— = Fri: Non's*" " • • . (P3:*_____x 1• z w: .•—) —W: z cos 8 :_ - -= Fr2 NOJ,f ,.!_ • (P3 : _ :1: = z w: _ ) — W: z cot 8: e = Frig NO•&.1.:.n. -- • •. • ': •. • Descri • tion . Design Pressu:e Man Roo Where to Obtain Info S bol PI or P2 or P3 H Roof • e. M, Mt _ on .. • •.•••• A Aerodynamic Multiplier • Restoring Moment due to Gravity Attachment Resistance ' Requited Moment Resistance Haimnm Attachment Resistance Required Uplift Resistance Avemge Tile W W T e D' oas.. 1* length vr. width All be submitted to the Bwiding Official at the time o(pecmit application. NOA - NOA Calculated NOA Calculated NOA NOA • • • 123_01 -48 5103 PAGE 5 •..• • • • ••••• • ••..• • • • • • ••••• • t MIAM•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) f\11AMI -DADE COUNTY, FLORIDA, • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 331'30-1563 (305) 375 -2901 FAX (305) 375-2908 Hanson Roof.,, d b.ar Pitzt cln t� tolr.7`ilc 134` SW 34°' Ave Deerfield Beach, FL 33442 SCONE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami- Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction °(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product*Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. , This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone'ofthcFlorida Building Code DESCRIPTION: Palema Double Roll and Hacicnd� Danblc Roll hoof Tile rt� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state imd following statement: County Product Control Approved ", unless othcrwi c ngted herei : n••• ••••:• , RENEWAL of this NOA shall•be considered after a renewal application has been filed and tAere has Seerino • • •••••• • ...,•. change in the applicable building codc negatively affecting the performance of this proc q t ;•• •••••• TERIMINATION of this NOA will occur after the expiration date or if there has been VT vision orrkgjt ;ci in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etl8afsement of any . product, for sales, advertising or any other purposes shall automatically terminate this NCi,`. T•ailure20Ic haply ; ••'•• •• .. ••■• .•.••• with any section of this NOA shall be cause for termination and removal of NOA. •••••• •• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; Fleri:a, and d®llowedby..'.:. the expiration date may be displayed in advertising literature. If any portion of the NO, is ilis�playec�,•titcn it shah••. •: be done in its entirety. ••' • •••. • INSPECTION A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA consists of pages l through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No. :. 02-0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category Material: SCOPE This renews a rooting system using Hanson `Pa1icma Donbhc #tail Al Hacienda-Roof Tile, as manufactured Hanson Roof Tile d.b.a: Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the Locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Roofing Roofing Tile Condrete PRODUCT DESCRIPTION Manufactured by Applicant Hanson Palema Double Roil Tile Ilanson "Hacienda" Trim Pieces Dimensions Length: 16%" Width: 13" '/__" thick Length: 171/4 Width: 13" %" thick Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 TAS 112 Product Description, Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct, deck or battened nail -on, "mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. . 2.1 ComPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Dimensions Vertical. Min. I"x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Tile Nails Test Specifications Wood Preservers Institute LP — 2 Min. l0dx 3 TAS 114 Appendix E Product Description Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails 0.460 • 411.'. 4646••:,: • • • . s• • •.s • • •0.s.• • lW+�aufactturer 46 46 • . •.•••-• •.... • ...••. •.„ 46. : -461 .:. • - -• ...Generic •••• ( Nit ids c :Trent NOA Generic (With current NOA) NOA 'No.: 02- 0916.11 Expiration' Date: 12 /16/07 Approval Date: 12/19/02 Page 2 ; of 6 1_.••46.:0: Product Dimensions Tile Screws Hurricane Clip & Fasteners #8x 2 W' long 0.335" head dia.. 0.131" shank dia. 0.175" screw thread dia. Clips Min. W' width Min. 0.060" thick Clip Fasteners Min. Sd x 1 !!A" Test Specifications TAS 114 Appendix E Product Description Manufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse (With current NOA) thread wood screws Corrosion resistant TAS 114 clips witht corrosion Appendix E resistant nails. renerit (With current NOA) LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 maybe required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature.' 3.6 This acceptance is for wood deck applications. Minimtim deck requirements shall be in compliance with applicable building code. INSTALLATION ... 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its componerts 41%1 be ins'tftFled in strict compliance with Roofing Application Standard RAS 118, 119, & •• . .•• �. ••••• Data For Attachment Calculations •••• Table 1 : Aerodynamic Multipliers - JX (ft3) ..4..° ••••• Tile Profile X (ft') Batten Application 0.267 : Table 2: Restoring Moments due to Gravity -1111 (ft-Ibf) Tile Profile 3M: 12" - 4 ": 12" 5 „: 12" 6". 12" 7 " : 12" or greater Hanson Patema Double Roll and Hacienda - Battens Direct Deck Battens Direct Deck Battens .Direct Deck Battens Direct Deck ` Battens - Direct Deck 5.92 L_: 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 3: Attachment Resistance Expressed as a Moment.- Mt (ft -tbf) `. For Nail -On Systems Tile Profile Hanson Palema Double Roll and Hacienda Tile Fastener Type 2 -10d Ring Shank • Nails Direct Deck (Min 15/32" plywood) Direct Deck Battens (Min. 19/32" plywood) 27.8 37.4 28.8 1710d Smooth or Screw Shank Nail 8.8 2 -10d Smooth or Screw Shank Nails 16.4 21:9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -1Od Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 19.0 19.0 , 22.1 35.5 31.9 35.5 • • 34.8.••• ...''. 31.9 32.2 • .••. . 4141..." • 2 -10d Ring Shank 43.0 67.5 Nails' Installation with a 4" tile headt p and fasteners are located a min. of 2'/2 from head of tile. '0,' •••••• 50.9 • 4141.. • NOA No. :;02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12 /19/02 Page 4 of 6 ..4100 . .00040 41•■•■■ ■■■■■;■ , Table. 4: Attachment Resistance Expressed as a Moment Mt (ft -lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application - Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Adhesive 26.1" 2 See manufactures component approval for installation requirements. 3- Flexible P Company TiteRond Average wei ht per patty 11.4 grams. Pol oam Product. Inc. Avera e wei. ht .er . att 8 rams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Polyfoam PolyProTM .8 Polyfoam PolyPro TM Fy 4 Large paddy placement of 54grams of PolyProT'". 5 Medium paddy placement of 24grams of PolyPro TM. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the fe ile +rittg: 6.1.1: This Notice of Acceptance. •••••• 6.1.2 Any other documents required by the Building Officialiir a'pNtcabl:•••:• building code in order to properly evaluate the installation or +his . •. ••. • system. • •• . :. • ■■ ■ . • .. _ 1 .. -.. • • ■■■•■■ a • **4009 • • • •••• s • • • : :• .••' s. *••s • • • i': •••• •••►•ii; • :. ••. • �__•...., NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 PROFILE DRAWINGS HANSON PALEtMMA DOUBLE ROLL ROOF TILE FASTENER IIOLES .4111°A' UNDERLOCK OVERLOOK HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK END OF THIS ACCEPTANCE • • :•' • !•7 • •. • •••••• ••••. **as 1 s •• 0111 . �s••••• • • • • ire • •-• • ••lS •••• . ••• • • • •• NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 •••••. • • • •••••• ••••• ••••• ••■••• • • '•.• -• • s • MtAM MIAMI -DADS COU1,rrY, FLORIDA METRO-DADE FLAMER BUILDING SUILDINC CODE COMPLIANiCE OFFICE (BCCO) 149'WrST FLAGLER STREET, SUITE 160.3 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 NOTICE OF ACCEPTANCE t> OA Poly!oam Products, Inc. 11715 Boudreaux Reid Tombsll, TX 77$7S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in 3vrami Dade County and other areas where allowed by the Authority' Having Jurisdiction (AHJ). This NOA shalt not be valid after the expiation date stated below. The BCCO (In Miami Dade County) aerator the AEI (in areas doter than Miami Dade Comity) restive the right to have this product or materal tested for qualify assurance purposes. Tf this product or material fails to perform In the accepted manner, the manufacturer will incur. the =pease of such testing and the AEI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reservers the right to revoke this sccepfanee, if it Is determined by BCCO that this product or material fails to meet the reathemetus of the applicable boitfimg code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Plorida Bong Code. DESCRIPTION: PoIyprot M60 • • • • A • RENEWAL of this NOA shall be eonsideted after a renewal application has been fwd and there has be if 8 • • • change bi the applicable by t code negatively affecting the pesormaace of this product. •11" •• • • • • •••••• ItlIMINATION of this NOA ws'il occur elate expiration data or if there bas been a revision or charge in the • • materials, use and/or ralimfacturt of the product orp recess. Misuse of this NOA as an endorsement of >l . • • •. • Product, for sales, advertising or any other purposes shall automatcally terminate this NOA. Failure to app ly. • with any section of this NOOA shall be cause for termination and removal of NOA. • • • • • • ADVERTISEMENT: The 140A number preceded by the words Miami Dade County, Florida, and tna'ted by «s .. ' •" • • the expiration date maybe displayed in advertising literature. If any portion of the NOA. is displayed, then it shall • • be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to theuser try the nta ufactuter or its.diibutors and shall be available for inspection at the job site at the request of the Btuleling Official. This NOA renews NOANo_01- 0S2I.02 and consists ofpages 1 through 7 The submitted documentation was reviewed by Jorge L. Aeebo. NOANo.: 06-0201.02 BspiralienDnta: $5/10/11 Approval Date: 04/13/06 Ppge 1 of 7 ROOFING ASSMISLY APPROVAL: Category: Roofing Sub Category: Roof tale adhesive Materials: Polyurethane SCOPE: This approves Polyprog A/1260 as menufacntr dby Polyfoam Products,, Inc. as desce bed in Section 2 of this Notice of Acceptance. For the lions where the design pressure requirements, as determined by applicable building code, does not exceed the design pr. ire values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, lope, and high profile roof tiles system using Poiygco0 AH 160. Where the atta^thment calculations art done as a uszosxcaat based system for single patty plat, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® A111.60 N/A TAS 101 Fosanpro® RTF1000 N/A ProPack® 30 & 100: N/A PRODUCTS MANUFACTURE) BY OARS: Product Description Two component polyurethane foam adhesive DispeasiugEquigznent Dispensing Equipm 1t • Any Ktsmi Dade County Product Control Accepted Roof Tile Assembly having a current NOA wrack' list moment resistance values with the use of Polypro AH160 =fine adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile St engtb Water Absorption Moisture Vapor Train mission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASIM D 2127 ASTNI B 96 ASIMD2126 A,SIMD 2856 'Results 1.61bsift.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.1Ft2 3.1 Perm /Inch +0,07% Volume Change - 40 °F., 2 weeks +6:0% Volume Change @158°F.,.100°%0 Rurality, 2 weeks 86% •••••• .0000. • • • •••• , •••••• .. •• •••••• • :. ., • .. • . • •• -.. • •••••. • 0.00 •••• ••• • • ... •••••• • 010.0. • •, • • •.•••• • • ••• •• • •••••• •••••• Note: The physical properties listed above are presented as typical average values as determined by accepted AMYL test methods and are subject to normal manufacturing variation. NOA No.: 06- 0101.02 >xpration Daze.: 05/10/11 Approval Date: D4/13/06 Paget of 7 EVIDENCE SUBMITTED: Test Agency . Test Identifier Test Natne/Reiort Center for Applied Engineering 494-060 TAS 101 257818 -IPA TAS 101 25- 7438 -3 SST)) 11-93 25-7438-4 25-7438-7 SST) 11 -93 25- 7492: SSTD 11 -93 NB-589-631 ASTM D 1623 Mlles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Inistitnte Trinity Engineering Ceiotex Corp.. Testing Services 9637 -92 01- 6743-011 01- 6739-062bLlj 7050.02.96 -1 528454 -2-1 528454 -94 528454-10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109-7 520191 -1 520109-2-1 Date 44/08/94 12/16/96 10/25195 11/02/95 12/12195 02/01/94.. ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS101 TAS101 10/2.3/98 01 • ■•■•• TAS 101 03.9 0 : •• • . •••• • •LXMITATIONS s .... • ••••• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemb1 .:re • .: INSTALLATION: 1. Po1yp, ® AH160 may be used with any roof the assembly having a current NOA that lists uPlift resistance values with the use of Polypro® ARI 60. 2. PoIypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted beerrdn. The roof tile assembly's adhesive attachment with the use ofPolypro® AH160 shall provide sofficiel Fttstrl+uir-nt resistance, .expressed as an uplift based system, to meet or exceed the upliit stance deteaniced in compliance with Miami -Dade County Roofing Application Standards LAS 127. The adhesive attachment data is noted in the roof file assembly NOA 3. Polypro® AH160 roof tile adhesive end its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam 1?roducts, Xac. Polypro® A11160 Operating lnst roc Lion and Mainte sane Boot 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoa!n Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calif raitou of the Foemproe dispensing egcuprnent is required before application of any adhesive, The mix ratio between the "A" component and the "B" component shall be maint8inedbetween 1.0- 1.15 (A):1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at ca]ibration. No other settings shall be approved (a. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equip rent only 7. Polypro® AIi160 shall not be exposed peamancatly to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after PQlypro® AH160 has been di p used. 9. Polypro® AEI 60 placement and minimum patty weight shall best accordance with the 'Placement Details' herein_ Each generic the pile requires the specific placement: noted herein. •.• • •. ••••• ••- Table 1: Adhesive Placement For Each Generic Tile Profile .. .. • Tile Profile Placement Detail , Single Paddy Weight Min. mss) Two Paddy Weil'' per paddy Mini; : • s ants • Flat, Low, Hid. Profiles #1 35 N/A . 4. - Hii Profile (2 Piece Barrel) #1 17 /side on cap and span N/A. • • • • Flat, Low, High Profiles #2 24 NIA `• Fiat, Low, I gh Profiles #3 8 LABELING :: All Polypro® ARI6O cantatas shall comply with the-Standard Conditions listed herein. BYl1LDING PERMV iT REQU RE ENTS: As required by the Bulling ng Ofcial or applicable building code in order to properly evaluate the installation of this system. •••• . •• • • •••••• • • ••••• •• - • •• •_•••• . • _ • • '•l.. •••••• • •♦ •. • .••• .•••• • • • •••• - • - •••.•• •• NQA Na :. 06-0201.02 Expiration Date: 05/1G/11 Approval Data: 04113/O6 Page 4 of7 •••• • i• %• • • • •• • ♦! •••• • • • • • •• • NOA No.: 00- 0241,02 3L1ticn Date: 40/11 ApprwyaI Date: 04113/06 Page 5 of • • • •. •._: °.•_,. .0000 • ••s• •• 1••• O. •• ••• • • O. • • • r. • • • ••!•. • ••• • 0. •••• •••• • •000 stoote Emcitsgri • It • • •••• •l•l•: • • • •: •• '. • •00 • • •••••• •• •••••• •••••• • • • . •••••• •••• • • • • • ••A••• •••• • ••••• • • •••••• • •• ••••• ` • • , • :• •• •••• :•••••• • • •••• •. •:. ••• • .. - • • - • • ADHESIVE FIACEMENI D TAU.. 3 Dotr3x2 PATTY • . •... • • • • .. • ••• • • ...... 11 ....• o •••••• • • • - . •••••• : •••••• •- 0. *' • • • •... • •• •• ••••' •.•••f • • •.• • •. • •. • • • 000.0 • •s.•' • • • O. •••• ' • • 000.0• • • ;• • • '• END OF nns ACCEPTANCE NOA No.: 06- 0101.02 XVIratian Date: 05/10/11; ppp'°91 Date:. 003/06 ?Inc 1 of 7