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375 NE 94 St (10)Date Time Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector: / Nam Da e Approved n g- - � Type Insp'n 1 I ✓\ C Permit No. - 13P �'r a ` / L u 4Lb Name t2,g94, . Address / ,5 / , i Company �aUGlez, t � �f / N ti Phone # Cc56& MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date e l im Type Insp'n Q� Permit No. • a1)° Name P Z PE 3 Address Correction Re-Insp'n Fee Company Lei . Teet4L. Phone # (3405 c= :355 For Inspectr: J 0 ZName & Date 7__•• MIAMI SHORES VILLAGE, FLA. JOB INSPECTION `t: C�-/' p \' ,WS 2 _ -6 N? 5719 (/ TIME READY C 1 REMARKS : INSPECTOR DATE MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Ins.' fr i 'iii Permit No. / °2 . mte' Name de Addres( 7�� ! / 3 Phone w c 7 2 ,1/45 Company For Inspector; Approve/ Correction Re- Insp'n Fee MIAMI SHORES VILLAGE, FLORIDA 1. BUILDING ❑ DATE / " / ''S l 195 ELECTRICAL 1 PERMIT N? 12485 Contractor's PLUMBING 1 1 License No ROOFING 1/1 Work to be performed under this Permit Owner of Building "-"'. Architect Contractor or Builder Legal Description. Address of Building Lot CONTRACTOR OR BUILDER Subdi- vision Value of Amt. of ! Project $ f _ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install 'flie equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY AUTHORITY Signed • ° BY 1 INSPECTOR In consideration of the issuance to me of this permit Agree ..to..perfcJrm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. e BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Lot MIAMI SHORES VILLAGE. FLORIDA v ❑ DATF 195 ❑ PERMIT 11T° _ . 319 Contractor's License No. 1 ❑ Work to be performed under this Permit B1 Signed. Subdi- vision Address of Value of Amount of Building Project $ , Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6 BUILDING ELECTRICAL PLUMBING ROOFING Owner of .� . Building Architect Contractor or Builder Legal Lot Subdi_ Description II Bl vision CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA . PERMIT N° 5008 DATE 19 Contractors License No. Work to be performed under this Permit Address of Value of Amount of ' Building a f t Project $ *,:. ,4Z.. ' 1 Permit $ fir This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. - ., I , Signed' ' - f `b LkSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and relations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employed. 7 BY AUTHORITY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Jib A � , , 19 Owner's Name and Address l a_ 9 \ _ LA.) _L_ _r_ _ No X3 _d_l/ _E E. Street c l J Registered Architect and /or Engineer Name and address of licensed contractor__ J ____� �. Location and legal description of lot to be built on: Lot Block Subdivision 7 Street and Number where work is to be done State work to be done and purpose of bu cling (by floors)__ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories e To be constructed of KiV of foundation Roof Covering Li e Estimated Total cost of improvements ee p $ ___� � al_.___0 _0 _Amount of Permit $____ � Qa Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I here ",submit all the plans and specifications for said building. All notices wi h reffrence to the building and its construction may be sent tol iY1 A A�SrLj_ ��?_4_ n r t �1 . a 1 S--, A1.12) The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ■ Remarks ( Signed MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 9 1-tc STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No )4 Date ` Q © Read, Sworn to and Subscribed before me. Disapproved • Date ( Signed) { —`�. ►� Building Inspector Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman ,,. Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from / e -NOTE: Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby wade for the approval of the detailed statement os ssse plans and specifications herewith submitted for the build ins; or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 6 d Date...__`..: Owner's Name and Address . ..J� C S „ _ No. Registered Architect and /or Engine'..... Name and address of licensed contactor Location and legal description of lot to be buils on: Lot.Ir. / /� ri �/// T Block 41 Street and Number where work is to be done APPLICATION FOR BUILDING PERMIT State work to be dole and purpose of building (by floors) e Estimated Total cost of improvements $ New Building RemodcUng / / Addition.../ No. of St To be constructed of Kind of foundation Roof Covering Amount of Permit Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of L hur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup tlernenl anti has complied with the provisions thereof, and will require similar compliance from tractors sub- contractors employe � by him in the work to be performed under this permit; and will post or cause to be posted for nape lion on t site of the work such public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such s• • •n• actors, • . /work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) COUNTY OF DADS. ss ' STATE OF FLORIDA, p S� (.0 3y.' ) ��jy } C0( / � ((( t/ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. �7 Permit No.._.... •:/ C l Date . / 0 Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) �+!�. � ................ Building Inspec � r My Commission Expires _ .Chairman Merr,bcr Member .. .. Council Approved Date NOTE: A charge of $1.00 will be made for the Pl.rnnir.g Board. A rc•in fee of 51.00 will be charged materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Repairs PLANNING BOARD DATE e‘.7 11;1— treet_..C, 7 µ ZOI /t7 1 G' /.2-0O '5 to me well known, Member Member Member ...._ __.._....._ -- • -- --•- Disapproved .......... Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 3 (3 19_ Owner's Name and Address 5 k Cam. 9' /T / f 1cycz `L_ No Street Registered Architect and/or Engineer Name and address of licensed contractor / P7( Location and le al description of lott too be built on: Lot Block/.. i! P / 3 / " Subdivision ''T Street and Number where work is to be done Permit No. Disapproved (Signed) -2-11' A t)C i • / Date State work to be done and purpose of building (by ,floors), state exterior colors (submit samples) Remarks (Signed) Date &c 51l/&) C 5 P/Z } 0 3 5h4)1/ / l <32O /.7 hge - 5 / New Building Remodeling Addition Repairs / C No. of Stories f To be constructed of L Kind of foundation 41)11/ P/6 2/ Roof Covering A vL- I Estimated Total cost of improvements S —2----D t, Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to Read, Sworn to and Subscribed before me. C and for no other purpose. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigne.g ees to employ only such subcontractors. on work t be performed under this permit, as are licensed by Miami Shores Village. and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing a %.lication, and that he did sign the same. and that all facts therein by him stated are true. STATE F FLORIDA COUNTY OF DADE. } ss. v / VI 7o 5 / ) / /6V �� Before me. the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. Notary Public. State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ii 10050 N.E. 2nd Ave Miami Shores, Florida 33138.305- 795 -2204 Date 1 ► ) ) 0 Job Address 15 A-'L `( (1 / Tax Folio Legal Description JJ'�� P40-10 // l - Historically Designated: Yes Owner /Lessee/Tenet ' (�P/1 W/ `( de v Owner's Address ✓7f % t s7te 7 fl '' -/ Contracting Co. a wig. l €7< R oo-P711,5 Qualifier f v Permit Type (circle one): State # Municipal # ot. as to Owner an My C. •ssion E �g1/5/°41- Pam, awa1GK BUILDING ELECTRICAL Vif 64 40= e .4 Sig n ature owner and/or Condo President or Cond. Pre FEES: PERMIT ° 1 'N RADON APPROVED: Zoning Building -II -02 Date . O Z Sy My CLrIm . tl=fr4 ouocgS t C.: r i.n. C.C.F Master Permit # Phone 7 . 5 1 ( 2 ( 0 — I ) 6 Pho 30 5 9 J —O I I f Competency # 'Ins. Co. I C;td C IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. PLUMBING MECHANICAL WORK DESCRIPTION: �.�, � e4 Hn +1 ! KleCf r- pj eiC e wlha Mnn71'er & Cvfvr±hrw4ft etlI -He :S SrznNe /oH-ile -P `�`- j'voP S y 5`J��r�S' Square Ft. 36 50 Estimated Cost (value) 00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO 00 SO MAY RESULT 1[N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of Contractor or Owner Builder to Con mmission Notary My f. M Kingsley 1 7- u ractor or Owner Builder xpires NOTARY C8599 BOND DO TOTAL DUESI '7, , -o Date Date 0 U. z Electrical Mechanical Plumbing Structural Engineer C_. identify dimens ons of elevated pressure zones and location of parapets. . 79 W -�-:� i I ( i! 1 F,;iICT - ! 17 1' - l - _ _ 1 1! 1!!!! 1 T t i_t i! !_! 1 1 1 1! 1 1 !- J 1 1 1 ! ; 1 1 1 1 ! i ! 1 ! I I 1 ! ! I 1 ! I _ 1 i ! I t 1 !. i i 1 Ij t 1 1 1 1 1 1 f! i +1+1 -1-1-7; 1 1 1 1 { 1 i 1 111 i 1 t I 1! I I I l i l f I H-1+1-1+1 1 t l ! ! ! 1 1 i ! ! } i I 3 �i t iiTl��� i 1 ! 1 I id r i i i!� 1 I -! 1 t! I 1 E 1 ; f ! i I t 1 l i!Liu] i - 1 -4-H-; —,- ; i t 1[ 1l 1 i I i 1i I! i 1! i!! 1 i i -1 1 j ! 1 1 I 7717 ! i ! 1 1 ! 1 1 1 ! i � t ( ! `I t ! ! i I 1 ! ! 1_1 1 1 1 1 1 1 1 1 1 111 t -1 1 11; 1_1 1 1 1 t i 1 1 1 -;"i- - 'i i i E ± 11 i OH i i t i 1! i 1 1 T 1 i i 1 I i i i i �i 9 1!. i i a '- i- ! i J !!! 1 1 I t!I! i t11a_1_ i!i1!1_i'i? , : i� � I !! :1 r i ;11-1-4-14 1 ;+H-1 4 $-!, ( ! 1 1 1 1! lei _- =a El - _ r l'i�r i 'I i 1� I �' ( t! I i ! V t I ( ,_ mot 1 1 1 1 1 1 „ f; I i !_f 1 i - i (1 � i i l! :711 ��-! I I I IT I - iI i i I i I t 1 l 1 1 ! i i 1 - 1 i 4 ! 11 1Tji'f - i � _i 1 i i i ! i! 1 1 Il f !:11T11 1 1 13'1 '"'ictU iifi1ii!1it - 4 =4 t i ! . i_! � i _ 1_J-11 . _ J I t I i i t l l i i 1 i1 _- I 1! ' 1! 1 1 1 1111 1 I I I 1 1 _i_! 1i 1 i t i l t i1ii1�1�- i t 1 i i! 1 !!! 1 I 1 • ! "i ; 11. 11_ (1 ! 1 i 1 -iTT i1> 1 i1i"f i i I - - ' - 1 - i- . i l! i 11 7 F! -- - __ - i ` 1 1 1 l 1 i 1 i 1 - 7 - i 1 i t f 1 11 I t - - - _i i t i t i!! I t l [ 11!11I 111!1 -__ __= I I 1_t 1 1 t1 i t 1 t l 1 i I t I t l I E y{ 1 1 1 ill I I _1T� I_1 1 1_! • -1Tj%1 1 1 1 _i_I_ ! i t t i I i� t I AO 1 1 11 i=I 1 I i -_!-_- I9EIL_ _ - D-onn\5 Asrci,e_r Florida Building Code Edition 10: High Velocity Hurricane on !niform Permit Application Section A (General of Iti Master 1 rmit No. Process Contractor's N ne P - 1-4a_ut.iotleK Job Address B WE " 6 ROOF CATEGORY k(Low Slope C Mechanically Fastened Tile kcortar/Adhesive Set Tile ❑ Asphaltic CI Metal Panel/Shingles CI Wood ShATei7Sttalces Shingles ❑ Prescriptive BUR-FtAS 150 ROOF TYPE ❑ New Roof fit Roofing LJ Recovering L] Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 15 50 g too X 6 So Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Deck: Type: 0 or, Top PIy Fastener/ Bonding MOteri�l � k Surfacing: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. ,/ NOA No.: 6 6 (. Of — D -oe/Od Design Wind Pressures, From RAS 128 or Calculations: Pmax02- , S Pmax2: ~1 7 Pmax3: 134 "( Max Design Pr ssure, F om the Specific NOA System: (( Gauge/Thickness: Slope: _ Anchor /Base Sheet & No. of Ply(s): 1- Q �1 ass 34 5€ At hor/Baperr Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): I 194, e Ske Fastener Spacing for Anchor /Base Sheet Attachment Field: L I " oc @ Lap, # Rows — @(( 9 " oc primeter. " oc @ Lap, # Rows " oc Comer. " oc @ Lap, # Rows L I @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. er ber I y b v- r\l - FT . 5145 FT. l 0 0 Parapet Height Mean Roof Height 5+r ip v d.r P tivii% prim I y -i Base Sheet Fastener /Bonding Material: PIy Sheet(s).& No. of Ply(s): i ply « ke' 3 Jets PIy Sheet Fastener /Bonding Material: n A L Top PIy � a� Whet f ( -S / \e / nA g Roof System Manufacturer: M O A 1 er Notice of Acceptance Number: 6 1 g i 1 o 1.102 Minimum Design Wind ] Pressures, If Applicable (From RAS 127 or Calculations): P1: "t P2: q 1(°' P3: qb, Maximum Design Pressure / (From the NOA Specific System): 0 v � ` Method of tile attachment: VO 1 i roam. S+ Roof Slope: 5 :12 Deck Type: ype Underlayment: nsulation. Ridge Ventilatio ? NI Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description l � 6 U— LT Fire Barrier. Mean Roof Height: astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covell i [ h i L s t. V &\ is V *V s (a-fe ng: = orl L rt) ,DY1 f117 Type & Size Drip Edge: 3•ic3 white V nr ie Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity MR NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M, Required Moment Resistance* Mean Roof Height - 15' 20' 25' 30' 40' Roof Slope I 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30A 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the IV! f values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. IjL� Me ��s1' (P 'Tl?t x X I. • (P2: b t) x A. b (P x� Section E (Tile Calculations) nt Based ile Calc a -Mg : 1 =Mr - Mg: DI D(/= ��+► e M b =1i. - 1105 Per RAS 127" J NOA Mf � NOA Mf eels NOA Mf_t_/ Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: xl: = x w:= ) - W: x' cos 9: = F NOA F' (P : x 1: = x w: = ) - W: x cos 9: = F NOA F' (P xl: = x w:_ ) -W: xcos9: = F NOA F' HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and 'standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. PA 1. Aesthetics - Workmanship: The workmanship provisions of Chapter, 15. (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion . performance standards. Aesthetics (appearance) issues are not a consideration With respect to workmanship - provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 4 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). . . A 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. V A 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. DA 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. `l A 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. A 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's ig nature CAOOCC >IC- Ilanp`IOCALS^hT.mp.SCCTION $54.d.* /I /off Date Con actor's Signature �41•i %t1'ii 1111; .i'i Ubi 1741 /Y1r1 14. 4., MIAMICAD po i J,7(1.13 „ II 1 :- i III elu1LDINC CODk COMPLIANCE OFviCE METRO -DADE PLAGLER BUILDING a. Ii0 WEST FLAOLER FLORIDA 3300. PRODUCT COI4TROL NOTICE OF ACCEPTANCE (305) 375 - 7901 FAX (305) 775-2908 CONTRACTOR LICENSING SECTION Me rrier Lifetile LLC Raton M1)3/52327 FAX (305) 375.755g x 135 oNTRACTOR ENFORCEMENT sF.CT1UN Boca Ratoo St- n FL 33431 c- (105) 375 - 2966 FAX (303) 373-29na PRODUCT CONTROL DiviSION (305) 37S -z40'_ FAX (305) 377-63 Your application for Product Approval of: Villa do Roll Capri Law Profile Tile governing the use of Alternate Materials and Types of under Chapter 8 of the Code of Munn► -Dade County g g Construction, P a nd completely mi described herein, has been recommended for acceptance by the Mia-1)adc County Building Code Compliance Office (BCCO) under the con4.itions specified herein. This approval shall not be valid after the expiration date stated below BC O reserves the t scctitc this product or material at anytime from jobsite or manufacturer's p quality su;p or modify, nd If this product or material fails to perform in the approved manner, BCCO may - evoke, Modi ry o if it e ; the use of such.prolluct or material immediately. BCCO reserves the right to revoke this app determined BCCO that this product or material fails to meet the rcq {ui: 2ments of the South 'Florida Building Code. the manufacture :. Th e expense of such testing will be incurred by / 1 Acceptance No.:99- 1012.02 (Revises No.: 97- 1124.16) Raul Rodriguez 1 Chief Product Control Division Expires:12 /16/2 THIS IS THE COVERSHEET, SEE ADDITIQIrAL PAG:�S FOR SPECIFIC AND GEN CONDITIONS BUILDING CODE Si. PRODU rrC• REVIEW COMMITTEE Approval has been reviewed by the BCCO and approved by the Building Codc This application for Product App Florida under the conditions set forth allelic. Product Review Committee to be used in Wade County, A 1 A /30 /1999 latern.t mill sdartyft pe +toMftrAtbulldio4ndeo0lioe.eora ranctsco u'ntaita. R A. Director Miami -Dade County 1 of 9 Building Code Compliance Off► biAMU -OADE COUNTY. FLORIDA METRO -DADE FLAGLER RIJILD(N( Memepute: bttp:l/wW.w.Duud ; nscodeoal ; aP.rnto Ho/ ■i'i/ • �• A6104 /2ee1 14:211 Monier Li LLC Villa & Roll Monier Lifcitile LLC Capri Tile Trim Pieces ,4.1' 11 4.1 wi 51,1.i.-1H`).iy1 !AMER LITET LLC ' NOTICZ OF CEP ANC-J:: STANDARD CONQ104Ln 1. SCOPE This revises a roofing system using Monier Lifetile Vi11T, Roll, and Capri Concrete Roof Tile, AS manufactured Monier Lifetile LLC described. in Section 2 of this Notice of Acceptance, designed to comply with thc South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where thc pressure requirements, as determined by SFEC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using thc values listed in srction 4 herein_ The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Low Profile Tile 2. PRODUCT DESCRIPTION T Msnafa T eri ctured by cc Applicant Dinlen;iOn5 l= 16W w — 13" W' thick L= 1T' W= 12 '/,.. W' thick l = varies w — varies varying thickness PA 112 Q) 2 ∎ -;t 1. H 1 SO I I 1 k'. I'IurVj L.r' l L u�v ACCEPTANCE ivn- :994012.02 APPI:O VED EXPIRES :December 30, 1999 :December 16, 7002 product Descrl tion Low profile, interlocking, high pressure extrude'1 concrete roof tilt equipped with one nail hole and double roll ribs. FO direct deck or battened nail -on, mortar of adhesive set applications. PA 112 Low profile. interlocking, hi pressure extruded concrete of the equipped with one nail hole and double roll ribs. For direct deck or battened nai i -on, mortar or adhesive set applicatior.s. PA 112 Accos5ory trim, concrete roof pieces for use at hips. rakes, ridges and valley terminations. Manufactured for each tile prolilc. n Zuloaga RRt- Roofing P Control Examiner Fl6' /134/ 2001 14: ?3 1'_ rode t Rainproof II Ice and Water Shield Wood Battens • Tile Nails Tile Scrt:ws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrere® Roof Tile Mortar #1140 ") `i_144'i .14ti'i 5613385391 Mg-n-F.R LIFEnj LLC QQI E O 2_1 Components or products manufactured by others Winos iom 30 "x7S' 36" x 75' roll or 60" x 75' roll 36 "x75' roll ysitirol Min. l "x 4 " izon Min. I "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. I Odx 3" ts8x 2 `rc." long 0.335" head dia. 0.13 1" shank dia. 0.175" screw thread dia. N/A NIA Test Sneci cBti 5 PA 104 PA 103 Self - adhering undcrlayment Wood Preservers Institute LP — 2 PA 123 ; vt i t t t MUM 1 ti t nt.x.r+ PA 123 3 ACCEPTANCE CE Nu.: 99- 1012.0 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIOI`1S Product Description Singie ply. nail -on underlayment with 2" se!f- adhering top edge. Salt pressure treated or decay resistant lumber bat±-is PA 114 Appendix E Corrosion resistant generic screw or smooth thank nails PA 114 Appendix E Corrosion resistant, generic coated. square drive, galvanized, coarse 'thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Mar►urgciact Pmtect- O_Wr"p. Inc. (with current NOA) W.R. Grace Co. (with current NOA) generic Bermuda Roof Company, Inc. with current PCA Quikretc Construction Products with ent PCA Zuloaga, R.RC Roofing Product Cunrrot E .runner •.• tt, 131; /041 J 1Iil 14:23 Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 154.1'1144,;.1 :5h1 .1.11:1 X11 01 Hi 1 11 1 I CR MONI.ER LIFETILE L•C ACCEPTANCE No. -._29-1012. APPROVED :December 30, 1999 EXPJRES :December 16, 2002 NOTICFLOL ACCERTANCE; STANDAP�'-4 Test Product Zrod�I plcnen3iQsil S gta Descriotl4% Roof Tile Mortar N/A PA 123 Prepared mortar ("BONSAL® mix ^csigned for Root Mortar mortar set roof tile Mix-) applications. Roof Tile N/A See PCA Two component Polyfoam Products. Adhesive pOlyt:rethane Inc. Pol ro® adh�:ivc designed A H16O for adhesive set ") root tile appi'cations. Clips PA 114 Appendix E Corrosion resistant Min. Y : :" width clip~ with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 8d x I ''h" W. IL Bons-al Co. with current PCA Factory premixed See PCA Single component Flexible Products Polyurethane foam roof tilt (with current canisters NOA) adlr :sive Genet is 3. I.IMITAIICNS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile application;, a static field uplift � test shall he performed in accordance with RAS 106. 3.3 Applicant shall retain the set � FA pZCappendix�A't Such testing to perform quarterly rest in shall be submitted to the Building Code Comp• anCe with Office for rapplicable review. oofing 3.4 Minimum underlayments shall be in compliance Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may yt material mm�ufacrurecs the roof slope unless stated otherwise by published literature. } • s shall applications_ a •' 3.6 This acceptance is for wood � deck 29 of the SFBC ` �- be in compliance with chap Zuloaga, RAC Roofing Product Control Examu+tc N6 /R4 /2i111 14: Tile . Profile Monier Lifetiia Villa, ROII, and Capri Tile 56133E45391 MQN4F,,�,,___�IFET LE LLC ,o rCE OF ACCKILEANCE: STA-11 Q NDITIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, xnd Capri Concrete Roo: Tile and its cotnponeuts shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multiptlers - X (ft') (t) 1t (ft') Batten Application Direct Deck A Iication 0.267 0.289 Tile Proflle Monier Lifetile Villa, Roil and Capri Tile Table 2: Restoring Momma due to Gravity - M. (ft -lbf) 3 -:12" - 4 ., :1 2 " 6 ":12" 1 6 ":12" Battens 5.57 Direct Deck 6.30 Monier LIfatile 2 -10d Rin• Shank Nils 8 . Villa, Roil, and 1 -10d Smooth or Screw Capri Tlls Shank Nail _ 2-10d Smooth or Screw 16.4 Shank Nails 1 08 Screw _J 25.8 2 $8 Screw 47.1 1 -10d Smooth or Screw 24.3 Shank Nail Field Cli _ 1 -10d Smooth or Screw Shank Nail Eave Cli•) 2 -lad Smooth or Screw 35.5 Shank Nails Field Clip ________ 3 i 9 Z - 10d Smooth or Screw Shank Nails Eave CIiD) 2 -10d Ring Shank Nails' 43 0 tnstaltetlon with a 4" We heads p and fastgrnars are located a min. ot Battens 5.48 Direct I Battens Deck 6.18 1 5.3 . H 1 ,Y) I 11 t MUN f r K i r tJV�.r 5 ACCEPTp` 1o.: 29-1 APPROVED :December 30, 1999 EXPIRI S :December 16, 2002 D ire ct Deck 6.05 Battens 5.24 31.4 11.8 21.9 25.5 47.1 24.3 19.0 35.5 31.0 Direct Deck 5.90 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Profile (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens 7.1 24 2 22.1 34.8 T. 3 ^ank ZuIoa ". RRC Booties Product Contro► Exrurtilwr 7••:12" or greater _ gra ttens I Di rect O Ack 5.09 I 5.73 28.8_ 4.1 22.9 49.1 011 :.1:, VW mu /VIM i`,�4 •1.1, `f : o1JJn. c, .1g-Q1 iTE__RL FETTLE j,LC ACCEPTANCE No. :�y9- 19j� -0 APPROVED :Decctnber30, 1999 EXPFRL.S :December 16, 2002 Table 4: Attachment Resistance Expressed as a Moment for Two Pat Adhesive Set Systems Tile Appiication Tile Profile Monier Litetlle Villa. Roll. and Capri Tile j Sae manufactures corn onent : t.•roval for installation re.ulremente. 3 Flexible Products Company Tillaeond Avanane weight per patty 11.4 Qr rns. Poi oam Product Inc. Ave wei ht per 0 B ems. Tile Profile NOTICE 4 A_Fk'T: STANDARD C ONDIT_T(3HS i Monier Lifetile Villa, Roll, and Capri Tile 4 Lergepaddy placement of 549ramz of Po Pro" 5 Medium paddy placement of 24 reru of P i Tile Profile Monier Lifetile Villa, Roll, and Carl Tile Adhesive for Single Patty Adhesive Set Systems Tile Application Polyfoam PolyPro TM Polyfoam PolyPr Tile A pl — � - l � - Mortar Set M i M, (ft -Ibt) nlmurn Attachment Resistance 2 Table 4A: Attachment Resistance xprassed as a Moment - M, (ft -tbf) Minirnum Attachment Re sistance A6 45.5 Table 4B: Attachment Resistance Expressed a:: a Moment - M, (tt•Ibf) for Mortar Sot Systems Attachment Resistance 20.60 :aIw RRC Rooting Product Control Rxffininer 5. LABELYNG All tiles shall bear the imprint or identifiable msrkinq of the manufacturer's Warne or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENT 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. . 6.11 Any other documents requited by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systern. 111JI V., 111.1.0V.. . ••. l J :541()1 aat;k.t NIQN-1ER LiFETULE LLC MONIERLIF£TILE VILLA CONCRETE ROOF TILE PROFILE DRAWINGS MONIER LIFETILE ROLL CONCRETE Roof TILE 7 CBC t#1 :.N 1 11 f_ ACCEPTANCE-No. : 99-11)12..02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACC,EXTANCE: _ STANP_pRD T ONA-TTIONS frank Zuloa; , RR1 Itoofuls Product Control Examiner 0 E15/ U3:35 hb /b4/ Lon ► tv: LJ 9544(.11448 DOLJJOJJ71 MQ FR ktFETILE LLC ABC 01 AN-111.1 f •.GE ACCEPTAXCE No.: 99_11Q12.02 APPROVED :December30, 1999 EXPIRES :December 16, 2002 N�'F ST NUA D CfCMIMOC NO'�ICE QF A�EPx�- - MONIER Li 'FETTLE CAPRI CONCRETE r: TILE onga.. R_RC RooGn8 Product Control Examincr ;HM. 196/,04/7001 14:23 561 :11115191 • t NIONIER LIFEI'ILE • z_: ,`, I l i I MUN1EN. { , :l_t tJUI.N r PI OL to " L. ACCEPTANCE No.:j9- 1 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE QF ACC,EFTANCE; STANDARD CO[YDITi;ONS l . Renewal of this Acceptance (approval) shall be considered s fter a renewal application has been tiled and the on :inai submitted documents, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved. products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: " Miami -Dade County Product Control Approval ", or as epeeificaliy stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct Installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no Longer practicing the engineering profession. ah 4. Any revision or change in the materials, use, and/or manufacture of the product or p oce been automatically be cause for termination of this Acceptance, unless prior written approval h requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of arty product, for sales, advertising or any other purposes. preceded by the words Miami -Dade County, Florida,. and 6. The Notice of Acceptance number p followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. g, Failure to comply with any section of this Acceptance shall be cause for termination anti removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8 and this last page 9. END QF TSIS ACCEPTAN rang Zuloaga. RAC Roofing Product Control Examiner .i r MIA MMADE if'l1.Di\C ('ODE COMPLIANCE OFFICE (BCCO) PROD' - CT CONTROL DIVISION 7 PM IFROi{: , flax' TO: 3057518579 } W ! ';';:;51 4"y PAGE • ' 001 `O 021 PAGE: 0'71 OF 021 PAGE: 001 OF 021 x/ 8:29 PM FROM: Fax TO: 305751357.3 PAGE: 001 OF 021 5/2''•/2002 3:18 FM FROM: Fax. 8:51 PM FROM: 2 1:40''M FROM: NOTICE OF ACCEPTANCE (NOA) (:.\I Material Corporation 1361 :Ups Road nc, N.i 07470 Fax TO: 3057518579 Fax TC: 305751•$579 TO: 305751857.3 PAGE: 001 OF 021 - MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLrft 140 WEST FLAG r STREET. SI 114: 1603 MIA %t I, FLORIDA 1.11.10-154,3 ( IAN X r :,, •c ; 't - s.. rC •. : NO.% \o: 02- 0111S.u9 1•:xpirat• 1)ate: 11 1P4'11.5 .\ppr al fate: n- 23:1E2 I'. 1 ',r 21 SCOP : This NO.`, 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 1 Iayin, Jur,sdietiOn (.� \I -I.T). ) -'. shall not he valid after the expiration date stated below. The Miami-Dade County Product i`,,ntn,1 1`i; ision an Miami Dade County) and /or the AI-IT (in areas other than Miami Dade County) reserve the rieht to have Ibis product or material tested for quality assurance purposes. If this product or material fails to perfonn in the c_epted manner. the manufacturer will incur the expense of such testing and the AM may immediately modify, or suspend the use of such product or material within their jurisdiction. BOR. -\ reserves the ri01t t.' r. o!c' this acceptance. if it is determined by Miami -Dade County Product Control Division that this product 0:- r.'.!Lual fails to meet the requirements of the applicable building code. is approved as described herein. and has been designed to comply %with the High Velocity f Iran i ::In : '• Florida Building (`ode. Df :.ti( •12I1''1 . 10\: G.:.\1: Conventional I3uilt -Up Roof System for Wood Deck. I.. \ 111:1,I\(;: Each unit shall bear a permanent label with the rnanufacturer's name or logo. city. state anti !"1' ....in:: statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein. R ' ! :'.1 11, of this N( ).\ shall he considered after a renewal application has been tiled and there has bevat n„ the applicable building eode neitatively attesting the pertorTance of this product. VI ION of this NOA will occur after the expiration date or if there has been a revision or change in the t:-e. and. or manufacture of the product or process. Misuse of this NOA as an endorsement of anx. !;,r sales. advertising or anv other purposes shall automatically terminate this N(7:\. Failure to coutpl\ .:tion of this NO.\ shall he cause for termination and removal of NOA. �.!)'• ; :!ZTISK \II':NT: The \O.\ number preceded by the words Miami -Dade County, Florida. and followed b : ' :tion date may he displayed in advertising literature. If any portion of the N( ).'\ is .iis, :ia. ed. t'r.:• lone in its entirety. 1' , . \ copy of this entire NOA shall he provided to the user by the manufacturer or it li -tr : available 11.4 inspection at the job site at the request of the Building Official. •: nsists of pages 1 through 21. •:1'" " :;e.1 documentation was reviewed h\ Frank /.uloa'sa. RR(.' ROOFING SYSTEM APPROVAI, ( 'atcfiory: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODI7CTS MANUFACTURED OR L.-\BF.LED BY APPLICANT: TABLE 1 Product !1' . \sphalt Concrete i 'rimer ( \IalrixT\t 307 Pc inner) (;. \F \(incral Shieldf ( ;ranules \\ .ather('oat.k :n ;anion (\IatrixTM ed 305 Frnulsion) :`remium Fibcred Roof Coating .'....t i•.'`t System Pro ' . Jim RoolCoatin� . ...l 301) • : ... .l.thlack . \Il '`• ._zither- Plastic Cement \I: :trixT`I Standard \\t. l )r. Roof Cement :'l:i'')1L)i \Ioditied ::II :..,; r. Flashing 'er • nt R :• :!.. \S =80 Ultima Sheet • •.`,l': ;I \S Flex PlyT`r 6 5 /23/2002 10:17 Pi ROM: Fax TO: 3057518579 5 /23/2002 A :51 PM 5/23/200:' :?:40-PM 5 /2!2002 0:29 PM 5 /23/200_ 5:18 PM Roofing BUR Wood -75 psf See Genet Limitation #1 Test Dimensions Specification 5. 55 gallons ASTM D =41 60 Ib. bags 5 gallons I. 5 Qallons 1. 5 eaIIons 5 v ' ih!a�l. 1'rcmium 5 gallons . 13 , 1 , ;! - P2 i 'etnent 39.37" (1 meter) wide 39.37" (1 meter) \side 30.37" (1 meter) wide FROM: FROM: FROM: FROM: Fax TO: Fax T9': Fax. TO: Fax TO: 3057518579 3057518579 3057518579 3 ASTNI I) 2824 Fiberecl aluminum coating. ASTM D 4586 .Asphalt flashing Cement PAGE: 002 OF 021 PAGE: 002 OF 021 PAGE: 002 OF 021 PAGE: 002 OF 021 PAGE: 002 OF 021 Product Description \sphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt. cold process cement or emulsion. GAF \Iineral Shield& Granules shall be used fir flashing applications only. ASTM 1227 Surface coating for smooth surfaced root:. .ASTNI D 3019 Relined asphalt blended with a mineral ASTNI D 3409 stabilizer and fibers. Permits adhesion h, wet and dry surfaces. ASTNI D 4586 Fiber reinforced, polymer modified Flashing cement ASIA( 1) 4601 Asphalt impregnated and coated giass base sheet. ASTNI D4601 .\.sphalt impregnated and coated. iibe, g ,Iass base sheet \ST \I D 2178 Type \'I asphalt impregnated glass'uIt ..ith asphalt coating. \O.\ No: s12 -I14I .n') Expiration Tate: 11'II4. 10 i Approval Date: 05/23102 I'agc• 2 of 21 Product •.3 \l'l7l,. \S Ply 4.1. \tineral :it Cap Sheet l : liminator Perforated <i.\ Y::t.AS R, Flashing (; \l'C!I,. \S R' �'IR: \•f: \ \'li�'I' ;'laminator Perforated ::Iilal.lc l :: l'1'I::(*)il)ii Si3S 1 ::It- \ \ciclr`I Smooth 1 R' Sf3S k a t- \VeIdT \I Granule , ;'!:R i11.)It SI3S t - \',.•Ic1 170 FR 1;1 l:!:ROiD.R• SBS I IL : :I t -\\ el(J P1.['S l'•l'lZ( )11).4 Si3S Pi.['S FR . .. l :l :1:0I1) x SBS 1 !ca :- \Ve1dT`I 25 i i :ROiI) Modified Sheet ::' ..:•piax 20 t \ lop Granule 5 �23�2002 10:1T`p� `�FPOM: Fax TO: 3057518579 57 231290":: 0:51 PM FROM: Fax Tr: 3057518579 S R :40 't•M FROM: Fax TO: 3057518579 5 / 2 J/2002 8:29 PM FROM: Fax TO: 3057518 ;79 5/ 8:18 PM FROM: Fax TO: 3057518579 Test Dimensions Specification 39.37" (1 meter) ASTM D 2178 wide 39.37" (1 meter) ASTM D 3909 wide 39.37" (1 meter) ASTM D 4897 wide D 3672 Various 39.37" (1 meter) .ASTM D 4897 wide D 3672 1 meter (39.37 ") \S•i•\•1 13- wide 6164 1 meter (39.37 ") ASTNI 1)- wide 6164 1 meter (39.37 ") wide 1 meter (39.37 ") ASTM 1)- wide 6164 1 meter (39.37") wide 1 meter (39.37 ") wide .AST\ I D- 616-1 .\ST \t 1)- 6164 ASTNI D- 6164 39.37' (1 meter) ASTNI D4601, wide Type II. UT. •l ype G.2 BUR r s P r P s P m 39.37' (1 meter) ASTNI D 6163 S wide ASTNI D 5147 in m 39.37" (1 meter) ASTM 1) 6222 N wide .\S•1' \I 1) 5147 p m PAGE: 003 OF 021 PAGE: 003 OF 021 PAGE: 003 OF 021 PAGE: 003 OF 021 PAGE: 003 OF 021 Product Description Type r\•' asphalt impregnated glass felt with asphalt coating. .Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating, with ftetnr) perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. V Non- Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non- \\'oven Polyester mat coated with polymer modified asphalt and surfaced w ith mineral granules. Non-Woven Polyester mat coated with lire etardant polymer modified asphalt and urfaced with mineral g,ranules. Non- Woven Polyester mat coated with olymer modified asphalt anti stiraced w ith mineral _granules. Non-Woven Polyester mat coaled with Iirc etardant polymer modified asphalt an'! urfaced with mineral granules. Non-Woven Polyester mat coated with olymer-modified asphalt and smooth urfaced. remium glass fiber reinforced Si3S- odilied base sheet BS modified asphalt base sheet terply sheet reinforce with a glass fiber at. on -woven polyester mat coaied with olymer modified asphalt and surfaced with ineral g,ranules. OA No): 112 •(I.J(IY. 0') Expiration tl;Itc• 11/04;03 . \pproyal Date: 05,23 /02 1'atc 3 of 21 Product R 1 13ER(:)[D R• N IC)P 1 70FR 1:! "r11 41 TORCI I pule • , 1 : 1 • : : 1 I ) 1701'R 1ZC'1I • r�.�.3l2� ,1 10:174M Y.•'Y:`�,��Yjr •`:;::: .. ...:�: ;' ., �,r.:,';.0 PAGE: aa;_.; .5 • 0 'FROM: Fax TO: 3057513579 004 OF 021 5!277/2002 C:51 FM FROM: Fax TO: 3057513579 PAGE: 004 OF 021 ' FM FROM: Fax TO: 3057512579 PAGE: 004 OF 021 X 23 .' 2002 .1:29 FM FROM: Fax TO: 3057513579 PA ,E: 004 OF 021 51 2W200.f .. ! 3 PM FROM: Fax T ^: 305751n579 PAGE: 004 OF 021 Dimensions Test Specification Ruheroid F \ fop Plus 39.37" (1 meter) ASTM D 6222 Non-woven polyester mat (granule) wide ASTM D 5147 polymer modified asphalt mineral granules. RI.T3ER(:)TDNIOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat `smooth wide ASTM D 5147 polymer- modified asphalt surfaced. 39.37" (1 meter) :\STNI D 6164 wide ASTM D 5147 IZL.TIWROIDR MOP FR 39.37" (1 meter) ASTM D 6164 wide ASTM D 5147 i ;'..'Iif:ROIT) R 'I(.)RCI'I 39.37" (1 meter) ASTM D '�:nooth wide 39.37" (1 meter) ASTM D 5147 wide 1:1 :I :1Z: )11) 1: TORC'I I 39.37' (1 meter) :\ST \[ D 6222 . ; •:> ((iranule) wide AST \I 1) 5147 1 11 :IZ( )11) R 'l OR('11 39.37' (1 meter) .ASTM D 6222 wide \STNI D 5147 39.37" (1 meter) \ \'icle . - \ST \I D 6222 .\STN1 D 5147 is[ 1;1 :ROI17R 30 3°.37'(l meter) ASTM D 6163 wide ASTM D 5147 7:7 "r..r:IZ( )ll) k 30 FR 39.37" (1 meter) .aS C \I D wide AST \I D l' t 1.l .R( )II) 39.37" (1 meter) AST\1 1) 6298 T I R \C'I.. \I)R SI3S wide .- STNI D 5147 R Dual FR 3 (1 meter) . \ST\I D 6164 Wide .\STNI D 5147 Product Description coated with and surfaced with coated with and smooth Non - Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with lire retardant polymer modified asphalt and surfaced with mineral granules. 5 147 Heavy duty, polyester reinlin'cecl. asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Ieav3,• duty. polyester reinforced. asphalt modified bitumen membrane. granule surface I [easy duty. polyester reinfbrced. coated with lire retardant asphalt modified bitumen membrane, granule surface. Remy duty, polyester rcina,reed. coated with lire retardant asphalt modified bitumen membrane. granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. 6163 Non -woven fiberglass mat coated wit!: lire 5 147 retardant polymer modified asphalt. an(' surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass r∎a! eoated with file retardant. polymer modified asphalt and surfaced with mineral granules. NOA No: 02-04104.09 Expiration I)titt: 11: ° t')3 .\pprova! 14.:1c• 1151. 3.'0' Page 4 or 21 Product Vent Stacks (metal and plastic) i. \r' , \luminurn Emulsion GAF Aluminum Roof Paint ( \Iatrix.R System Pro Aluminum Roof ('crating Fibered 302) ( \l' guilt -Up Rooting . \splialt R1'131•:ROID NIOD . \sphalt.. \sphalt 1. & \splialt P I i!,••` ! :rt.. ruse Sheet ('ap Sheet Sh; l - � lateT�r : Surface Seal ; \! : :tri\ 602 Sr3 ':rating) t \I' \\ .atheF(':rie R N!!!, !atria 715 \I}3 •,,('r, r? \113' (Matrix 7!5 V!`, ' 'crating) ( \[atria 1 \\ eatherC'ote* 1 :la'tcrmerie Flashing Grade) tatri.x I.ow \'()C !at! i 1!:1 System Pro \dhesivc \ [13) Matrix S' ,t.;m Pro SBS 1 lashin.2 1•'. :rh :.r: ±id N113) \ [atria Sr3S S/13/',002 10.17 • ? *� Y "3srrQ t PM 'FROH: Fax TO: 3057518579 PAGE: 005 O F 021 `. / " /' F.:: S1 PM ' FROM: Fax 5/27;l20: 8:40 PM FROM: Fax 5 /23/2002 A:29 PM FROM: Fax 5 /23/2002 A :13 FM FROM: Fax Dimensions 5 gallons 5 gallons 100 Ib. cartons. hulk 60 lb. kegs Test Specification PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824. Type I TO: :'•057518579 PAGE: 005 OF 021 TO: 3057515579 PAGE: 005 OF 021 TO: 3057518579 PAGE: 005 OF 021 TO: 3057515579 PAGE: 005 OF 021 .-AST)\.•I D312. Interply mopping and surfacing asphalt Types 1, II. III and IV SEr3S modified asphalt Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF' Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non-fibered aluminum pigmented, asphalt roof coating 39.37' (1 meter) AST \I D4601 Asphalt impregnated and coated. fiberglass wide base sheet 39.3T (1 meter) :\STNI D 3909 Asphalt coated. glass fiber mat cap s `vide surfaced with mineral granules. 4 sq. roll Fiber lass reinforced shingle underlavment 30 lbs. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 5 „ allons 5 gallons 5 gallons 5 ealions 5 gallons 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roof.,. Surface coating for smooth surfaced and mineral surfaced roofs. ASTM D3019 Cold Applied \lodilied SI ?13S Asphalt Adhesive :\ST \I D3019 Cold Applied Modified Sr•:13S Asphalt . \dhesive Flashing Grade. .\ST \[ D3019 ('old Applied \Ioditied SI {r3S . \splialt . \dhesive. \O.\ No: 02 -040/4.09 Expirat' Date: 11'04/03 Approval Date: 0S;23:02 Page 5 or 21 • ( Ruhcroid'R. \fI3) Matrix • 202 Select SI3S Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Iatrix 103 Cold Adhesive Matrix 303 Select Fillet-cc! Aluminum Matrix 304 Select Non - Fibercd `131 •R( )m x. Modified 1 Fitumcn Adhesive APPROVED I\S1 ;L:1TiONS: \1 1'l: \Il) isotherm R, R. \. R\ & ',• : ., iu .• i!.. 1•:nergyGuard R. • \1 • Composite ..\ N I 'I J : \EP R • Fiberboard 1 ; i' \ ii R I \.ntia1ite !' i'1:' iI' : ;.\F('. \ \'1'•" `•.1 t'1. \1P Pe:rtnalite Recover 1 ;,yard \I''1 I: \I1' (. ;. \FI•:I) Ir 1 Tapered 1:dgc Strip I,'. \, t ;. \F'1'F•: \(pR 11igh l)ensit' il�_ol��•;lrcl \ 1'ne:' %(;uard, R. 1 t \ [('\ Composite Ener 1:. \ •.; 1 in.,: Product Product Name /?OP2 10.17 PM FROM: Fax 5/2 r::51 FM FROM: Fax 5 /2 7'2002 6:40 PM FROM: Fax 5/21!002 ; :29 PM FROM: Fax 5 '23/2002 P:13 PM FROM: Fax Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4586 ASTM D4586 AST`I D4586 ASTM D3019 ASTNI D 2824 ASTN1 D2824. Type I ASTM D 3019 Type III TABLE 2 TO:' 305751857'SO Tai: 3057518579 TO: 3057518571 TO: 3057518579 Tr.: :057518579 Product Description Polvisocyanurate Loam insulation Polvisocvanurat,2 to)atn insulation W ith high density fiberboard or Pennalite perlite insulation. Fiberboard insulation. Pcrlite insulation hoard. Cut perlite hoard Perlite recover hoard Tapered perlite hoard Mall density Wood fiberboard insulation. Polyisocynurate foam insulation Polvisocynurate wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation PAGE: 006 OF 031 PAGE: 006 OF 021 PAGE: 006 OF 021 PAGE: 006 OF 021 PAGE: 006 OF 021 Product Descri tion Cold Applied Modified SEBS Asphalt Adhesive - Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- tibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NO.'.) GAF Materials Corp. (;: \1'' \lat.;rials Corp. GAF Nlatcrial:c Corr. GAF \laterials Corp G. \F \ lateria Is (.'■rp. GAF: Materials (`o m. G. 1' Materials Corp. (;A \laterials''011). L3\ IC \ .\pache Products t'o. Apache Products NO \o: O2.O41w.O9 Expiration Date: 1 1/04/03 Approval Dale: 0:723'02 ('age 6 of 21 APPROVED NS! ( L ATIONS: Product Name .' '1'ortnt I. II & Composite ISO 95 • ISO 95 _ Composite \Woo;l Fiber I li_h Density \ \good Fiberboard Perlite Insulation Dens Deek ":1:(;'1' &.1 {'NRG'1' PLI. "ltra(;a rl (gold I'iltetGlas' Roo[ Insulation rt!_tndek Multi - \!a%: R. [,:\ ;'ai•'_! .. floard ::r.•: a;' I;oard . PPI2O\ 1 :1) F:\STi. :\h ;RS: Fastener \um her I . (;. \F R (1)611-1 R•) • 1 Standard & I Leavy Duty Rooting Fastener G: \FTITE R (Drill -Tec4 ) .\S. \P G. \Fi i•I 1 R (Drill -Tee R ) Base Skeet fastener and Plate 4. Gah•alume Plates (Drill- Tee 11. \fetal) Polypropylene Plates (Drill -lec Plastic) D.klast Fasteners ;1 2. 14& -15 \ . 5 / 23 / 002 10 . 817':WC - 4MOX: Fax TOd 3o sY y : : `.1 rM FROM: Fax TO: 3057513579 11 PAGE: 007 OF 021 •n•:111 PM FR;tt: Fax TO: : PAGE: 007 OF 021 /= /_)'•:: t::=9 FM FROM: Fax TO: 3057513579 PAGE: 007 OF 021 ! :/:'- 02 F:13 PM FP.Oti: Fax TO: 3057513579 PAGE: 007 OF 021 Product Name TABLE 2 Product Description Polvisocvanurate foam insulation Polyisoeyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation hoard Water resistant _gypsum hoard Polyisocyanurate foam insulation Glass liher. Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation T.',BLt :3 Product Description Insulation fastener for steel. ‘sood & concrete decks. Pre - assembled G.XFTI'[ F: Fasteners and metal and plastic plates. 13ase sheet fastenine assembly. Round ealvalume stress plates. Round polypropylene stress plates. Insulation fastener for Nyood. steel and concrete flecks Dimensions Manufacturer (With Current \O.. \) Atlas Energy Products Firestone Buildintz Products. Inc. Firestone Building Products. Inc. generic generic generic G -P Gypsum Corp. Johns \Ianyill. Johns \ lanvill.: \ tasonite. R \Iax. Inc. Partek. Inc. \Ianuficturer• (With Current at).. ‘) CI Al: Materials i'otp. GAF Materials Corp. GAF Materials Corp. 3" and 3 ': GAF \laterials t orp. 3" and 3 ' : GAF \lateriais ( ol11. Construction Fasteners ittc. NOA No: 02 - 040ti.0') Expiration Date: 11.'01.!03 .lpprosal Date: 05/23:02 Page 7 of 21 • APPROVED FASTENERS: Fastener Number 7. S. 9. 10. 11. 12. Product Name Dekfast Hex Plate Dekfast Lock Plate 12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate Glasfast Fastener 13. Olympic Fastener t, l2 & =14 14. Olympic Fastener . \S.\P 15. (Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard IS. Insul -Fixx Fastener 1 `). Insul -Fixx S Plate 20. Insul -Fixx P Plate 1. Tn1 -Fast 'I•ru -Fast Plates 23. Tru-Fast Plates • 5 /2D/2002 10117� FROM: Fax r •' :• / 1 002 51 n FF.• ?C: Fax 2:/2a2 0:.1i1 P:1 FROM: Fax 5 / 23 / ::00' 0 :29 PM FROM: Fax. T!:: 3057518579 TO: 3057E18579 TO: 3057518579 5/22/20 "2 0:10 FM FROM: Fax TO: 3057510579 TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume : \Z55 steel plate 3" round galvalume; \Z50 steel plate Insulation fastener for steel and wood decks 3" round galvalume . \Z.50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate , yti ,tfv . as TO 3057515j 8579 7 008 OF021' • PAGE: 0f8 OF 021 PAGE: 003 OF 021 PAGE: 008 OF 021 PAGE: 008 OF 021 Dimensions 27.3 "x 3 " x '. ," 3" round 3" square 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NO:\) Construction Fasteners Inc. Construction Fasteners Inc. IT\\' Buildex Corp. ITT Buildex Corp. l3uilclex (.'otp. Johns Manville ()lympic \Ianulaeturimn Group, Inc. Olympic NIanulacturint Group, Inc. Olympic Manufacturing Group. Inc. Olympic Nlanutaeturintt Group, Inc. Olympic 1 :\ Ianufa.turine Groikp, Inc. SI'S `St.1.::cr SI'S Stadler SI'S Stadler The ] u-Fast Corp. The '1']u -Fast Corp. The '1'tu -Fast Corp. NO.% Ni,• 11 :.•►1oS.01) Expiration 1):it•:: 1! o .1). _Approe•al Date: PugeSof21 E% IDFNCE SUBMITTED: 1'cst Agency Factory Mutual Research Corporation I Mutual Research Corporation Factory Mutual Research Corporation Factory N[utual Research C otporation Factory Mutual Research Corporation 1 `'. natech Engineering ('orporalion 1)v.vnatech lingineerint Corporation pr:l .v.phaIt 1'RI Asphalt - 1'cchnolooics. Inc. 11:':'ofS.11. [R 101 S. FI. 1 PH�,FROM: rie FROM: Fax L••S! FROM: Fax TO: 3'71357) P1! FR_'•t: Fax `- ' : ::1 : FM FROM: Fax TO: 10 57 510 57 9 Test Identifier F\ IRC' 1996 r.I. 2B8A4.A \I T.I. 3139Q1. AM .1.I. ODOA8. i\\•f J.I.ODIA8.A1\I r. [. 0Y9Q5. AN•I .1.I. 3X3A2.ANI r.I. 0Y9Q5.ANI ;%3600.02.95 -1 ?4482.02.95 -1 (;.-\F- 012 -02 -02 (1.' \F- 020 -02 -111 02 -005 02 -014 s'00 o TO: 3057518579 PAGE: 009 OF 021 TO: 30S751'15 Description PAGE: 009 OF 021 PAGE: 009 OF 021 PAGE: 009 OF 021 Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FNIRC 4470 - PA 114 Wind Uplift r•' \IRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties r \ST\ f D 4977 TAS 114 TAS 114 Date 01.01.06 07.0' 01.08. 9;!4 07.09.99 07.20.04 04.01.98 08.02.04 07.20.94 02.02.95 02.02.05 11.06.01 02.01.02 01.18.0' 03.22.02 NOA \o. oz.o. ismo F:xpirttion haft.: 11.1s4:03 :Approval Date: nc 23.112 I'uge 9 of 21 Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. Base sheet: Fastening Options: 1 S • ap Sheet: .. .. I .• .� •�`��., a.,, is 3'�• �1.l�M::. :l:l).: _ _ t 7:27 Cn C F-... To: 3057519579 1 FADE: 013 OF 0 ?.I r. _. -..._. : f � i' Fa }: Ti: _:'il7!':F. ) PAGE: o18 ., OF 021 t I T ' M: Fax T.::: 305752 57y PAGE: 018 OF 021 :. _ 9 F :r *: ;:;: Fax T_': : . . )57 !1357.) PAGE: 919 OF 0•?1 r:. F . t TC: ?:.757S22.579 PAGE: 018 31' 021 Wood. Non- insulated New Construction or Reroof I 3 _ " or greater plywood or wood plank decks Base sheet mechanically fastened. (G.-XI:CF AS 80 UltimaT >t Base Sheet. STR.V1'AVENT.R. Eliminator Perforated Nailable. RL'RF.ROID \-toditied Base Sheet. RUBERO1D•R' 20. RL SBS Lleat- \\'e1dTM Smooth or RI ?BEROID SBS Heat -Weld 25 lase sheet mechanically fastened to deck as described below: (; I'(:I.AS R: Ply 4it'. GAFGLAS Flex PIvTM.6. GAFGLAS 'i75 Base Sheet .>r 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.e. in the ticld. (.1 Faximun: Design Pressure —45 psf See General Limitation #7) G. \FG1.:\S.R. Ply 4'R _ G..XFG1.:1S Flex Pk" 6. GAFGLAS 4'75 13ase Sheet or any of above Base sheets attached to deck with Drill -Tec (G.\11 FIE) “12 or 1 :14 Screws and :" Plates. 12" o.e. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. Maximum Design Pressure —45 psf See General Limitation #7) ( \1:G1.:\S Flex Pl•TM 6, GAFGLAS 475 Base Sheet or anv of above B :rs, sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.e. at the 4" lap staggered and in two rows 9" o.c. in the field. (1/aximum Design Pressure —52.5 p See Genera/ Limitation #7) G. \FG1.. \S 75 Base Sheet or any of above Rase sheets attached to deck w ith Drill -Tec (GAFffl'F) +12 or = 14 Screws and Plates. 12" o.c. in 4 roes. ( )ne row is in the sick lap. •fhe other rows are equally spaced appro.ximatel■ 0" o.c. in the field of the sheet. (11aximun: Design Pressure —60 psf, See Genera! Limitation #7) .knv of above Base sheets attached to deck approved annular ring shank nails and inverted Drill -Tec (GAFTITr:) insulation plates at a fastener spacing. of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (1 /axin Design Pressure —60 psf. See General Linutation #7) G. \FG1.. \S "75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTiTF:) =12 or "14 Screws and 3.. Plates. 8" o.c. in 4 ro•..s. O row is in the 2" side lap. The other rows are equally spaced approxim: t:av 9" o.c. in the field of the sheet. (1 Faximum Design Pressure —75 psf, .See General Limitation #7) c )ne or more plies of GAFGI.AS R P1.1• 4A, GAFGLAS R PLY 6•R ply sheet. •St) I • Itima. RI • }3F.ROLD \IOP Smooth or Rt.BEROID 20 adhered in :r fir!' mopping of approved asphalt applied within the EVT range and at a rat: 40 Ihs. sq. (( )ptional) ( )ne ply ofG:\FGL.\S R Mineral Surfaced Cap Sheet adher.•.J in a full moppin, of approved asphalt applied within the EVT range and at a vats of 20 -40 lbs. sq. NO.t No: 112_tt4oN rr'► Expiration Date: 11.041/3 . \pprovai Date. ir: 2 1'Fbec 1S of 21 Surfacing: \ laxinlum Design Pressure: ta:17Vr"fr7 ra E ....:. },7:' 11:17 E+1 F FaX FP.OM: Fax `•:.. ?i ::.o : 4P ra FROM: Fax ' ! 1 • rl•t FROM: Fax r^.S Fr M: Fax See Fastening Above TOi " 3 � . :, '019. OF '62 TO: 305751 ::579 PAGE: 019 OF 021. TO: 3057;18579 PAGE: 019 OF 021 TO: 305751:3579 PAGE: 019 OF 021 TO: 3057518579 PAGE: 019 OF 021 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lhs. /sq with an application rate of 1.5 gal./sq.; or GAF WEATHER CC)AT'1z Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal.'sq.: or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. 200,.3: plus gravel or slag with an application rate of 400 Ibs.!sq. & 300 lbs..'sq.. respectively. Top Coat Surface Seal SB (Matrix 602 SB Coating). Top ('oat MB Plus (\ Eatrix 715 MB Coating).' GAF WeatherCote or \VeatherCote LC W -v( )C applied at rate of 1 -1.5 gal /sq. \U.\ No: (12- 0408.00 •:xpiration 1)alc: 11:04-'03 Approval Dale: 0:.'23.1► Page 19 or 21 M embrane Type: Deck Type 1: Deck Description: System Type E (2): .\nchor sheet: Ply Sheet: (•:.p Sheet: \laxintum Design Pressure: \f:Irimum Slope: 20575113 57 ; 9.;-''PAGE: 020 OF 0'21 PAGE: 02) CF PAGE: 020 OF 02 542 /20 2 ': 2 PM F.') : Fax TG: 31)57 :1, ^579 PAGE: 020) OF n ^1 5/2 ?/2002 0:13 PI1 FROM: Fax TC: 30575:13579 PAGE: 020 OF 0 ^ -1 �•i:. _. ... - . : - LM BUR Wood. Non- insulated w . 3 or greater plywood or wood plank Tile L'nderlav'ment, Base Sheet mechanically attached. C. 480 lJItimaTM Base Sheet. RT.BEROJD14 20 or Tile -Nfate 13ase Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base shut may he applied at a right angle (90 to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One. or more plies GAFGLAS PLY 4R Ply. G.-F(iL,AS FlexPl■T`I 6 sheet, GAFGLAS 480 Ultima RI TBEROID \fOP Smooth or RI5I3F -ROII) R 20 adhered in a full mopping of approved asphalt applied within the PVT range and at a rate of 20 -40 Ihs. ;sq. One ply RI RFROID* MOP. RL.URI•:R( )ID R \I(:)P PLUS or Tile -\ late ('ap membrane may be applied at a right angle (90') to the slope of the deck* adhered in a full mopping of Type R asphalt applied within the PVT range and at a rate or 20 -40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed Membrane may also he installed parallel to the slope of the roof(i.e. strapping). If membrane is strapped. then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NC )A. \lust Comply with Rooting Application Standard R. \S 118. RAS 119. RAS 120 and applicable Building ('ode. NOA No: 02- 0408.09 F:xpiration Dale: 11!04/03 Approval nuts: 05:23/02 _ I'agc 20 or 21 ._ .... 1 : 1'/ PM , F::: F :A Tq: ? ; 7 ' 1 �'S 7 3 PAGE: 021 OF 021 t F' Fax C... ::.11,7'2.1:1!.17',1 PAGE: 021 OF ..:'I . L'� E• ?' Fax ft: :'E: 021 4F 0tit ... F: %.... F .. r: . : :o ie 12 1 c7tr ?':I :1:? PM FE %M: Fax .c:: ..57C, •i .3E: 021 OF 0:31 WOOD DECK SYSTEM LIMITATIONS: 1 •\ slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' 4 Dens Deck or ' TT ype X gypsum board is acceptable to he installed directly over the wood deck. GI:. \r:lz.\1. Li\II'1'A'1'IOxs: Dire classification is not part of this acceptance. refer to a current Approved Rooting \laterials iDir•ectory for fire ratings of this product. Insulation may he installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall he adhered in a full mopping of a :'craved asphalt applied within the F.\ -'T range and at a rate of 20 -40 lhs.'sq.. or mechanically attached using the fastenin, pattern of the top layer All standard panel sizes are acceptable for Mechanical attachment. \\lien applied in approv,:d 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 Bell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet :hall 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 ancl one down the center of the sheet allowing a continuous area of ventilation. Encirclin of the strips is not acceptable. .\ ti" break shall be pla:; cl ever 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be ::t a minimum rate of 12 lbs.'sq. Note: Spot attached systems shall he limited to a maximum desi!in pressure of -45 psi Fastener spacing for insulation attachment is based on a \Iinimum Characteristic Force (F') value of 275 Ihf., as tested in compliance with 'resting Application Standard TAS 105. ifthe fastener value. a li l:l- tested. are below 275 IbI insulation attachment shall not be acceptable. 'asten•_r spacing, for mechanical attachment of anchor base sheet or membrane attac is based on a minimum fastener resistance Value in conjunction with the maximum design Value listed %%111)) specific system. Shoulel the fastener resistance be less than that required. as determined b■ the I'uilding Official. a revised fastener spacing. prepared. signed and sealed by a Florida Registered I nginecr.. \rchitect. or Registerecl Roof may be submitted. Said revised fastener spacing .hall utilize the w'ithdraw'al resistance value taken from Testing Application Standards TAS '05 ::n.1 •' in complian'ee with Roofing Application Standard RAS 117. 1'.rimeter and corner areas shall comply with the enhanced uplift pressure requirements or ti ::r:as. Fastener densities shall be increased for both insulation and base sheet as cal in . ompliance with Roofing . \pplication Standard RAS 117. (When this limitation is spe:iticalh referred within this NO.\, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers. metal profile. and or Clashing termination desi:rns ! : a l l conform with Rooting . \pplication Standard RAS 1 1 1 and applicable wind load requirements. I'Iie maximum d.signe(l pressure limitation listed shall be applicable to all roof pressure zoo::. f i_Ia. perimeters. and ,:orners). Neither rational analysis. nor extrapolation shall be permitA_ct for .:•rhan.:cd fastening at enhanced pressure zones (i.e. perimeters. extended corners and r3rncr�). (When this limitation is specifically referred within this NO.\, General Limitation #7 will not hr applicable.) END OF THIS ACCEPTANCE NO.\ No: to? e4'8 rw Fxpirrtion Date: 11.114:03 .%pproval Date: 415,'23 Page ?1 •r 21 •.t. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Surfacing: Gravel, 400Ibs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, 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). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/ urethane composite, phe- nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite / urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. 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. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. ; 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or - granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). t' Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. 'miry isocyanurate, urethane, perlite / isocyanurate composite, pf'rlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. f c3 Ply Sheet: One or more layers • of Type G1 "GAFGLAS Ply 4:', hot ffc. mopped in place. , Membrane: "Ruberoid Mop FR" (granule). 4 (Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: C -15/32 ., • • Incline: 1/2 ' LOOK:FOR:THE UL: MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 175 Roofing Systems (TGFU)— Continued Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1 / 2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1 /2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type Gl " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1 /2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1 /2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type Gl " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. . 15. Deck: C-15/32 Incline: 1 / 2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR ". (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot • mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch', or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 02 R447381 2002 JUL 18 12:53 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 Commen ement. 1. Legal description of property and street address: 37 5 /06 9 / /4 It. MtAi4 SI,re L '3'2( 1 2. Description of improvement: 3. Cwner(s) -name and address: ' De, 11 IT . 4 0-D 3 75 to G Ct y 4 s; l 't 4 frk, ; 5 4 o s FG 3) / y/ Interest in property: v w ik -c r Name and address of fee simple titleholder: 4. Contractor's name and address: -) , 1<,, c� S�� 'L 3313 g 5. Surety:(Payment bond required by owner from contractor, if F tDA CO tt % Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notice by Section 71 3.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7 13.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) KIMBERLY A MILLER ki' F <o • TAR p My Ccmtr. Exp• 1/5/04 N PUBLIC .. . rC 900099 ii ;flature 01 tt � S� her 'rint.Owrfers Name QM Le 6-V;, h Sworn to and subscribed before me this /2' "day of Jotary Publi ?rint Notary's Na 14 IA— 'Ay Commission Expires: f 5 Oy C — Y"1" 6 ,RV�Y RUVIN, DADS STATE OF & at this is r , E�o: ; of the M VO `I •` =,• 0 215 - we- - II HER ,' filed in the ersn :Xy linovet I 1 ether I.D. (,, Prepared by: hat ,A.) Address: L /gf w Gfa' s71 / Sla et, i t 15/)' 49 2COZ 1fsj 1O y2Kci r other documents may be served as provided 129.0+ -52 2199 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/15/2002 . Applicant: DENIS Owner: ARDEN JOB ADDRESS: 375 NE 94 t s1)._. Contractor KAWALEK PAUL Local Phone: 305 - 218 -3552 Parcel # 1132060136120 Legal Description: Building Permit Permit Number: BP2002 -1248 ' ARDEN DENIS ST Page 1 of 1 MiAMI SHORES VILLAGE NOTICE: Owner is Responsible for Maintenance of Contractor's Address: 485 NE 92 Willage Sidewatits as per Village of Miami Shores Code of Ordinances, Including Driveways, Caused By Current Construction Activities. MIAMI SHORES SEC 1 AMD PB 10 -70 E3OFT OF LOT 13 & ALL OF LOT 14 Fees: FEE2002 -3911 FEE2002 -3912 FEE2002 -3913 Description Building Fee CCF Buildier's Bond Total Fees: Amount $270.00 $7.20 $300.00 $577.20 Total Fees: $577.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/11/2003 Construction Value: $11,000.00 Work: TEAR OFF THE EXISTING TILE FLAT ROOF REPLACE W A MONIER COLORTHRU ALL TILE THE SAME COLOR TILE/ FLAT ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: �' � (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: PAUL R. KAWALEK ROOFING &PAINTING 485 N.E. 92ND STREET PH. 305- 754-0191 MIAMI SHORES, FL 33138-2566 1 OA 1� 63 27/631 FL 2 \ f + I/� �/� a Date 8110 P ay to th V ` lag e d� 1"����; S/ ore 1 $ 1( P O of 0 AC Ifk.0 u,S&A d S s l4c d red Seuerrt y ' BankofArr �c I l NE g f -f-, I3'3 tVc X 16 4 kft, c R/rosa�oo27 n � For3r15 (U'E 9 5 h De s Pa-4 x:063100 27 ?4: 0036606019 lLie 2789 2789 Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 VD4!>I3) 26 P ,d, 4c j) 51 76 2 I 27 ` 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 87 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 - 50 75 100 Owner's Name: b N NI . 1 6`' IZDE _ Permit #: /� GC' a 1 24 S Job Address: 37 5 �- q S M I ,� 1 54 1 S (F Roofing Contractor: Le0 1' /2...o42 it-)4 Nil-- Pam 4.- Q ( ms s Type of Tile: 1, e ^ d' < 1- Date Installed: 9 Civil Engineer: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Lab Certification # 98- 0608.04 Approximate Roof Height: 1 feet Roof Pitch: 12 - Type of Access to Roof* Scaffolds V Ladder Other Approximate Square Footage of Roof ft' Required Testing Force: 35 lbs. Date Tested: / "z 9- --e7 THIS REPORT 5 ED BY: State of FL Certificate Authorization # 4100 SITE SPECIFIC INFORMATION Testing Equipment: Chatillion 100 1' TEST RESULTS P = PASS, F = FAIL 5lo Project N® 2513 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST $KETCH OF ROOF JOB '315 6,i q4 ST � kel eko �L+?z e 1, SHEET NO OF Zi CONTRACTOR '� u) , g' CHECKED BY DATE SCALE o NIn ■■■■.■■■1111 r p ► ■E21 _ n egrarBINIM ■■«IN■■ /.r■■ ■r^�MG■►M■■■ �. �■rr a■ MI 1111MENEMINIIIIIIIIIMENEMIll I11■■rgli\■111 �7 J n MI =I NUL ommaii y■111MMr■■UF ,, i«r ■�7 /A�■ 111 [� ■r01C 111 a rli�r' 1 . P T NOTES.