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RF-08-193Inspection Date: 03/11/2008 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: LITHGOW, AMELIA Job Address: 1250 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ZARA INC e�. Nit 12 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060144070 Lot: Phone: 305- 856 -6123 Building Department Comments FLAT RE -ROOF OVER CAR PORT (NO LIVING AREA) . BOUNCED CHECK. HAS TO PAY BY CASH OR CREDIT CARD. 269.25 +35.00 BANK FEE. t) 6 t Passed N 'I/ Inspector Comments Se_ 17}-drou-9---e' ri-- 4 kr( al° 10 7--- i A-) ( 19 L A L...--------------- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, March 10, 2008 Page 2 of 2 RE: Permit # U8 (Print name and circle License Type) License #: Vadate Skote4fetlei90 14 D 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 3054954204; Fax 305456.8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT , licensed as a FS 468 Build ng Inspector / Engineer / Architect, On or about ae716 j Zed a , , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at (Complete Job ' ite Address) Based upon th. examination I have determined the installation was done according to the Hurricane Mitigation t Manual (Based on 553.844 F.S) State of Florida County of Dade: FEB27 The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this q day of Notary Public, Sate of Florida at Large . tst s c1ssi `1 °A10 =+iia+n4e°e *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the' deck for each is inspection 214L1113 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 12-"F F1 Master Perntit No. BUILDING PERMIT APPLICATION FBC 2004 FEB c z 2008 LJ BY: �--�► Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) D c # v► e •r∎ s L e t - Phone # 3o s— ^34 (• 3 Owner's Address (2 So / . E s4- . City mil' a S k o,/ e S State FL-- Tenant/Lessee Name zip 3313-7 Phone # Job Address (where the work is being done) (5.-- -e.._) ,/az-z) City Miami Shores Village County . Miami -Dade Zip /3$ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ZA ` XNC0R'0RATED Phone # 14, 420 SW 18 TERRACE MI .MI [ iate331294°21 Zip Contractor's Address City Qualifier Name j � Phone # ,? 7.q - ,y 1`-1 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Jr-6V- Square / Linear Footage Of Work: 6. Type of Work: Addition QAlteration ONewEIRepair/Replace O Demolition * * * * * * ** ** * * * * * * * * * ** ** * * * * ***,r��jj,**** Fees ** * *** *,t, , * **** **** * * * * *,r ** * �r�r,r,t * * * * ** Permit Fee $ [#5-0 d� . CCF $ 3.a.) COO/CC Notary $ Training/Education Fee $ 1 -00 Technology Fee $ CO '( ZS Scanning $ 614.30 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Submittal Fee $ Zoning $ Total Fee Now Due $ 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 Sta. °' Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien li brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice ' co mencement must be posted at the job site for the first inspection which occurs seven (7) days afier the building permit is is , , d n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregommstrument was acknowledged before me this 36' day o , 20d$, by Signature ctor The foregoing instrument was acknowledged before me t day of , 20 who is personally known to me or who has produced - who i As identification and who did take an oath. 6 —as-id fication and who did take an oath. NOT Y P : LIC: NOTARUBLIC: or who has produced Sign: Sign: Print: �tvrae,, o� e°'.V Fir p Samantha A, s ann Print: ' Au ust 22, 2010 My Commissi4 9r4p�ro August antha A. McCann , F sae a- Band rdyFain • insurance, Ina eOO4OM * * * ** * * * * * * * *t* * * *5t* 5k44W*�k' 44( *i * ** 4c** *** ** ** * * **** *** **** * *, e** ** * *,ttY &>ti*** tir, atYir ,t** * *** * ** **** * * * * * * ****** APPLICATION APPROVED BY: (Revised 02/08/06) 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. /1- .%' 6 -d/ ft - 1/07-1D 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. Legal description •f property and str-i et/address: , MSC) -it • 9 2. Description of improvement. o F ✓� 3. Owner(s) name and address: d:G"-• e f°� Interest in properly: f ems" Name and addre f ,; s' QQi� 4. Contractor's n e , ' a • • rddeltittiMnY ' 420 1 R TERRArF 5. Surety: (Paym •,. eq ' ed frrA tractor, if any) Name, address a n Amount of bond $ 6. Lender's name and address: G rc-.. -- 'F LA , ¶'i-- i ra tcz„ 7. Persons within the State of Florida designated by Owner upon whorr('notices or other documents may be served "as provided bVI,, •74 Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 1111111111111111 .11111111111.;11111111111111111 C N 200880098797 OR 8k ::26199 Ps 29711 (1Ps RECORDED 02/06/2008 ►8 09.14: 57 HARVEY RUVII4r CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE ace above reserved for use of recording office 3.N8 x-71 8. In addition to himself, Owner designates th di o -wing person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Noti of Commencement: dVa,//®b (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s of ,Owners • e . ,er(s)' uthorized Officer /Director /Partner /Manager By '. at By Print N- 6!.: „t E- PAr .-, Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Th egoing instru was acknowledged before me this Individually, or ❑ as for Personally known, orproduced the following type of identificat Signature of Notary Public: Print Name: is mantha A. McCann g Commission # DDe87g78 (SEAL) °;' '4 Expires August 22, 201, VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATU ial" ®om1®arroyForn.Inaaana, Ua 31�90f® Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu B 123.01 -52 PAGE 3 11/07 ner(s)'s Authorized Officer /Director/Partner/Manager who signed above: &Fie eq ` v ,g7• By STATE OF FLORIDA, COUNTY OF DADE t HEREBY CERTIFY that this is a true copy of tha anginal filed in this Ocean 6 6 i3/2�: -''__. "►� AD20 1l t+v1 NESS HARVEY YU%r'��r •'. col Ge ty NA STREET CITY STATE TELEPHONE FAX SCOPE OF WORK JOB LOCATION PROPOSAL USMITTEQ TO Alltr ZARA INC. General Contractor Jorge Zeragozl / Qualifier / State General Contractor License Nos. Q80010919 / CGC003567 MIAMI, FLORIDA e -mail: zerainc@bellsouth.net (788)11 j • (305) 285 -1898 PROPOSAL # / (- �y� - arrnA DATE-V,474/Aff /7, arras REROOF 0 NEW ROOF 0 REPAIR Take off existing roof down to workable surface, and dlsposiof debris. Replace up to a71r'a lineal feet roof rotten wood included In contract price. Any sheathing exceedingid afpwed.amountwl9 be changed.$ -per lineal foot additional. Fascia to be replaced at $e lineal foot. Rafter ends to be reps d at $ 6 . per lineal foot. ❑ Install layer of asphalt saturated base sheet mechanically fastened/loose -laid ❑ AQ WI stacks/plumbing pipes protruding through the roof shall receive new covers. ❑ Install new 26724' gauge galvanized metals on overdrips, valleys and gravel stops & metals. ❑ install new fiberglass shingles, fungus resistant for years, color to be owners choice. ❑ Install one layer of #90 surface elate set in hot asphalt. ❑ Tile attach ❑ Mechanically C3 Foam Adhesive ❑ Mortar One Nye base sheet r LayertiOf fiberglass ply felt set in hot asphalt InstaN one layer of : . ? Mineral surface cap sheet ❑ Ruberold/Moditied top ply la Insulation ❑ Paint aluminum on surface for dun reflection. )d 4 w i! &, year(s) contractor warranty on labor, manufacturer warrants materials. ❑ =r all material is guaranteed to be specified, and the above work to be performed in eccordan submitted. Work shall be completed In substantial workmanlike manner for the sum of $ with payments to be made as follows: 4-0 gip acceptance of proposaVcontract start -up and motiglization em © tin cap inspection approval ® #90 dry-In inspection approval 1rgn cp Final Inspection/Approval Job Completion NOTICE TO OWNER YOU, THE BUYER, MAY CANCEL. THUS TRANSACTION AT ANY TIME PRIOR TO THE THIRD BUSINESS DAY AFTER THE DATE OF THE TRANSACTION. see ATTACHED NOT@ OF CANCELLATION FORM FOR EXPLANATION OF THIS RIGHT. CONTRACTOR MAY HAVE LIEN ENFORCED AGAINST THE PROPERTY. CONTRACTOR WILL use ESCROW OR POST BOND FOR DOWNPAYMENT, ADVANCES, AND ANY PAYMENT RECEIVED PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK all meteilel la guaranteed to be as specified. Ad work Is to be completed in a workmanlike manner mumble to standard practices. My enter iden, deviation or addition from the ribose are Involve brae mat end veil be wxecutee only upon written work order tram the owner. aril you must carry lie. tornado and other naoarsery Insurance for the above tvmk (right of subrogation weevai . tee a t1 provide Public thsbMIy Insurance. You, the owner. will be reaponelae for all 00 mmassaee fret may occur w emerge In case of litigation er depute over any .sped of tie oontreat. ACCkP.TANCE-OF PROPOSAL I. the owner, understand that upon endorsement by Cnrtmctor, the proposal wlU be considered accepted end become binding on Contractor and Owner under the terms and agreements ee outlned In the proposes. 1 consider trig above prices, epeoitoetone and oondltona satisfactory. l hereby swept the proposal. You., 013 Contractor, ere authafxed t do the mut are epsatfted. Payment will be made as outlined above. At amount. •ir,:. «•. , t Nis interest per month. Data o1 Ascaptencw Owners 9Ignature Representative's Signore; lr Accapianee of r - `lt Accepted by: ■• Owners Signature: oattone and cortdlaone moat be approved by Contractor's endorsement below: Data; j9,/ Aline • Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 January 14, 2008 Dianne Fisher 1250 Northeast 95 Street Miami, Florida Project: Dear Sirs; Visual Roof Strap Inspection Residential Home 1250 Northeast 95 Street Miami, Florida Project Number: 08- 0029 (Testing Laboratory Certificate # 06- 0501.15) In accordance with your request and authorization, on January 11, 2008, a representative of Reileh Engineering Corporation performed a visual roof inspection for the slope roof at the above referenced project. This inspection was performed, by means of visual observations and conducting field examination, to examine the strapping of the roof trusses along the roof perimeter of the structure. Based on our field observations and evaluations, metal straps were noted to have been provided. However we could not identify the actual type of strap used, and the number of fasteners used was noted to be inadequate (THERE WERE ONLY THREE NAILS PER INSPECTED TRUSSES). Therefore, it is our professional opinion that right angle gusset bracket shall be installed as per section 201.3.2 -- Prescriptive method for roof to wall connection. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Please review the result reported and if you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation (0401.) ohamad Sonny Salleh, P.E.49014 Project Manager 1 sib :...., 1,. • :.. r.: is Ai:. 3 EMI 5 3 7 8 ii MMIMEMINEMPir 1 l � r � ., L l 1, 0 FEB C 1 2008 21,:eill! , B Y: k---" fQJG Florida Building Code Edition 2004 Nig Velocity Hurricane Zone Uniform Permit Application Form • ,I n (General Information) Process No AN' 47.60 ROOF CATEGORY El Mechanically Fastened Tile n Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 v) 0 0 CO Fri 7P ROOF TYPE 0 New Roof 11Re-Roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ❑ Wood Shin's tls/ 0 Maintenance Total (SF) Section B (F#oof Plan) Sketch Roof Plan: Illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 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System fatairaottos • NOAH &t9. ' ry • ' DadanWind Promos, Prom fiA$12 ar iations: GOVIMNOWS u am Sheet & inatilaitanli Later *Dose inetadloa sae and Tap Malabo Top intosagon Slauod Top Insulation RadonegBon ngMate** Flafter Bpaeleto :brA of Sheol Madinat Rat Irma ism IFRoas. Podrootir „•'oa0 Lops Paws,, a .. "pia Comer 4CkOC. so clap pReis,1. • . •_ n r4• Number of Fastanars Per Insulation. 'Board . Field — Iltutsbrats Companions Noted and Details as Apptksbls: Wes. Gutter. lEdgpo "Tor►. /kipping, 0. Ca Cleat, Csat 1311113# FloshIno • Counter- f tasatling. Ma. • ifeight ease Medi% **ma *41111114 Matddat' Thkienoss, F , Fo er Speatnp •or 8ubft Manursolxsm D MI eat Comply vab RAS 111 std Cta.p(or 14. Baia milt ai arpq .6.`i ear 410, .14;64*" Ne a 41 bA6 •••• • • ► tibeat(s)A Na, of Rye* Phi Top PrFailtenayandipa •• •• •• ••• 3k1 24 1. citfv. • • • • • • • • •• • • •••• • • • • • •••• • • •••• •• • • • • HIGH VELOCITY HURRICANE ZONES SECTION 124 REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS • 1524'1 As it pertains to this motion, 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 gevem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained, F-- 1. Aestbetles•.Worl anship: The workmanship provisions of Chapter 15 Zone) are for the purpose of providing that the roofing system meets the wind resistance tar and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor, 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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. 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. 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, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off ao that the roof is overloaded from a build up 'of water. Perirneter /edge walls or other roof extensions may block this discharge not 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 7. Ventilation: Most roof structures should have some ability to vent natural . w oti •:lh • . .. interior of the structural assembly (the building itself). The existing amount of attic vexation not e reduced. It may be beneficial to consider additional venting which can result in extendi g ice shall feehe roof. s Agent's Signature Z,Lt t Date Contr • • .. • • • • • • • .... . • • .... • • • .. MM t��Ai3� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST 1 LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). 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 Aar (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built.Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County:Florida, and'fGlk4ed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed '04eit at shall '. be done in its entirety. • • •. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactirplar its disllytbrs and shall be available for inspection at the job site at the request of the Building Official.. This NOA renews NOA #02- 0408.08 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC .... . • •• • • • • • • •• • .• • NOA No: 03 -b60XM Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 • • • • •� • • • • Deck Type 1: Deck Description: Wood, Non - insulated 18/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Uhlman( Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat-Weldni Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: 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) GAF GLASS Ply 4t1), GAFGLAS Flex P1yrm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFIT1E) #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. se General L1mitatlnn #7 GAFGLAS Flex Ply'' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the fie t l d. Maximum U Pressure -52.5 , See General Limitation #7) 1 LAS #75 Base Sheet or any of above use s is attached to deck with Drill -Tec (GAFTTTE) #12 ar #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -6i1 psf, See General Limitation #7) GAFGLAS #'75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c -in 4 rows. One row is in the 2" side lap. The other rows air equally spaced approximately 9" o.c. in the field of the sheet. Ply Sheet: Cap Sheet: (Maximum Design Pressure --75 psf; See General Limitation #74 • • • • One or more dies of GAFGLAS® PLY 40, GAFGLAS 0 P1.PPY64 ply slreut, • • #80 Ultima, RUBER or RUBEROID 20 atittettrin a Mil • • mopping of approved asphalt applied within the EVT range WWI rate o f 2 40 lbs. /sq. • (Optional) One f 1 of GAFGLAS +? Mineral •Surfaced Ca • • • • • • • • Cap Y �lheredin a. full mopping of approved asphalt app wt 20-40 lbs. /sq. rase sad at a rei'eni • • • • • • • • • ▪ • • • •••• • • • • • •••• • • • • • Nth No 83-0E45 • Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 14" Dens Deck or Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL Lrn+lq'mATioNS: 1, Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials .Directory for flee 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. An other layers shall be adbeeed in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached naing the fastening pattern Of the top layer 3. AB. standard panel sites are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4'rnaxfmum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed sheet cell insulations when sheet is fully 4 {�V'Yi=?:+i -• If no `y i.4ri1 1� is used the ilGK;'v shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mapped 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 meter 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minim= rata of 12 Ibs sq. Note: Spot attached systems shall be hued to a maximum design pressure of -48 paf. 5. Fastener spacing for insulation attachment is based an a Minbrium Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ib. insulation attachment shalt not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a mitimurn fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener recce be than ; r required, as determined by the Building Official, a revised fastener spacing, prepared, _' .' and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be y • hied. Said revised fastener spacing shall utilize the withdrawal resistance valve taken from Testing Application. Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas, Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with R.00fmg Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs • • shall conform with Roofing Application Standard RAS 111 and applicable wind load zcquircrzlent1 • 9. The maximum designed pressure limitation listed shall be applicable to all roof p; u zon^,�•(i e field, pedn eters, and corners). Neither rational analysis, nor extrapolation shall ba s nitted3Fo1.. • enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners all corners). • (When this limitation is specifically referred within this NOA, General Limitstion#7 wijxt�t. be applicable.) •••• •••• 10. All products listed herein shall have a quality assurance atelit in accordance with'ihe 'fcirida • • Building Code and Rule )1372 of the Florida Administrative Code. • • • • • END OF TRES ACCEPTANCE • • • • • • • • •••• • • •••• NI•A Nfo: 03- 46).7ils Expiration Date: 11/04/118 Approval Date:10123 /03 Page 21 of 21 .• • • • • • • • ••••• • • • • • • • or Class A T Deck: C -15132 Incline. 3 y - .. A lnsnlatan (Optional): — One or more layers p te,�w r, AlaSS • } emirate, .1 • w urethane, perlitelisocyanurate composite, pc.rlitelurethane composite, wood fi6er/i ocyanurate any thiknesr.. Ply composite., heet P or more layers Type GI " GAFGLA By 4." car ", GAFGLAS Ply 6 ", hot mopped. . Surfacing: -- Gravel. . Deck: C -15132 Incline: 2 Insulation (Optional): -- One or more layers perlite, wood fiber, glass fiber, isocyaaurate, urethane, perlite/osacyanurate composite, perlitelurethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: -- Three or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6". Cap Sheet: -- One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 1 Deck: NC Incline: 2 insulation (Optional): -- One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlitelurethane composite, wood fiber/isocyanurate composite, phenolic, 2 in_ mac. Ply Sheet: --- Two or more layers Type 01 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet : --- One layer Type 03 " GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: --- Any UL Classified gravel surfaced Class A asphalt glass Tiber mat system. ,�s. • sa 5. Deck: C- 15/32 Incline: 1 1 tionaI): --- Red rosin a r, nailed to deck. _... Base Sheet: -- One layer Type 02 "S #75 S Base (may be nailed). Ply Sheet: -- One or more layers Type GI " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: -- One layer Type 0-3 " 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 01 " GAFGLAS Ply 4" or "GAFGLAS.eI.b. ". Cap Sheet: -- One layer Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet "•••••' • •••• • • •• • • • • • •• • • • • • • •••• • • • • •••• • • • • • • • • • • • •••• • • • • • •••• • • h p:' ' database. ul. cor legi- bin/XYV/template/LISEXTl1 FRAMF/showpage. hml ?name.. 11718202 • • • • •