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795 NE 94 St (9)Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor peared Disapproved (Signed) APPLOCATOON FOR is UOLDENOi PE MOA(ailO SHO Building Inspector BUILDING INSPECTION DEPARTMENT. R cy„ ,a PLANNING 130 Fes' Chairman Member Member ...... — - - _ ._..__....._ Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of $1.00 will be charged materials anti /or workmanship. ES \0LLA C 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, tahether herein specified or not. A copy of approv •: plans and specifications must be kept at building during progress of the work. Date — No . Stmt_. Location and legal description of lot to be built on: Lot Block Subdivision j Street and Number where work is to be done . • - - _ ' 4 State work be done and purpose of building (by floors) ..._........ 9P tv t� - - n:1 . . - 2 -... .. - - -- Amount of Permit $ plan Cubage Size of Building Lot Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building. Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference RD DATE MOT / Notary Public, State of Florida Commission Expires and for no other purpose. New Building Remodeling bra Addition Repairs No. o(Stories 1 To be constructed of Kind of foundation Roof Covering (. .tZ.c S 6 t ©0 to the building and its construction may be sent to - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be poste for inspection on the site of the wo sn >lie notice or notices as are required by the Act. The undersigned agrees to employ only such ubcontractors, on -w•rk to be rme u'der this pennit, as are licensed by Miami Shores Village. Remarks (Signed) 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- 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.__L I Date / r ead Sworn to and Subscribed before me. Member Member Member -•-.-- - Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is mode neceaaary by improper notice for insp a faulty Owner's Name and Address.. tide Registered Architect and /or Engineer Name and address of licensed contractor and legal description of lot to be built on: Lot Block Street and Number where work is to be done Estimated Total cost of improvements $ 2 ® 6 Permit No Disapproved (Signed) Chairman Member 8 'I SH RES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING s E ; MIT 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. Da ( e Subdivision 29 /if Date State work to be done and pu pose of building (by floors) New Building Remodeling Addition Repairs No 2- 9,5 — Street To be constructed of Kind of foundation Roof Covering C. Sa6 /Qs Amount of Permit $ Zone cubage required -Plan Cubage Distance to next nearest building._._ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent SuPplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, 4 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. No. of Stories Building Inspector My Commission Expires PLANNING BOARD DATE 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 the Planning 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. PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: 2. Description of improvement: /T P Y o o T 6. Lenders name and address: Sgnaw a or Owner Print Owners Name J) of-; 5/ 3 r LL,h Sworn to and subscribed before me this : f C /79J NOTICE OF COMMENCEMENT TAX FOLIO NO. 3) G d G 7 c' X c 9384 33392 1998 SEP 04 10: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the loltowing information is provided in this Notice of Commencement. 1 . Legal description of property and street address: 77.5 N E 9 f S T , 777 i s .1 I Shores FL, 3 3/ 38 7 Shores Src 3 Leoj274 - EN /or 26 5/k 47 3. Owner(s) name and address: /q n n S a b P l l a 7 q . 5 NE 9l./ ST. 771, , .,. 5 33/ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /,r) li j e Seri / . n c, ) 0/ 0 5 h P t m ci n S!, No / /ycuood FL. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat= is specified) PE Owner/Lessee / Tenant /4 / h S b e // FEES: PERMIT Si ature of owl and/or Condo President as to Owner an ommission Exp d/Y/S4Gt r kM UW W. C.> 1 III'll' AIFIFILIICATIION IFOIR MIIAMII SHORES VILLAGE Date 7// (7 Job Address 7 `r NF 7 ST; Tax Folio/ f L O 0/Y . 3 P' /6--3 Legal Descriptio 41-, 7y' 5 Ar 1 „104- 6 tj % l; 7 Historically Designated: Yes V3' No ?<- Master Permit # / ?_s- NE �� S T, � aoyJ� Contracting CO. .Sti�re Phone 305-7S6 5,2 h Ire S P a / 33/35 ss o 2 O / p 5'A e i- n, ern ST, /,/o / /Gy wo od S S# Owner's Address Qualifier / I o 6 e F State # CC'C 054 3 67 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle o .. I,:U1ILDINO ELECTRICAL PLUM IINO MECHANICAL ROOFING i "AVI[NO FENCE SIIGN WORK DESCRIPTION TIION /Fe r oof Square Ft.o2 •i ©0 . Estimated Cost (value) / o I WARNING TO OWNER: YOU MUST RECORD A NOTICE #IF COMMENCEMENT AND YOUR ]FAI[LUR]E TO DO SO MAY RESULT IN YOUR PAYING TWII CIE ]FOR IMPROVEMENTS EMENTS TO YOUR PROPERTY (IF YOU I[NT]END TO OBTAIN FINANCING, CONSULT WITH YOUR LIFNDE I" 0 I AN ATTORNEY BEFORE RECORDING YOUR NOTIIC1E OIF 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be don 'compliance with all applicable stated. laws regulating construction and zoning. Furthermore, I authorize the above -named - • n i act r to two Date Condo President Date OFtICIAI. NOTARY SEAL JAMES M JOHNSON NOTARY v.muc STATE OF FLORIDA COMMISSION NO. CC718059 MY COMMISSION EXP. FEB. 19,2002 I.. .) - __ -_(29/ Phone 93S2r ?..2 Signature of Contractor or 0 er- Builder No wner- Builder 1 OFFICIAL NOTARY SEAL JAMES M JOHNSON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC718059 MY COMMISSION EXP. FEB. 19 c' as to Contractor ommission Exp APPROVED: Zoning Building Mechanical Plumbing Electrical RADON C.C.F. 7 2 69 NOTARY BOND 3 TOTAL DUE ,3 9/ — Engineering STATE +i. FIORI7a., COUNT'/ Or 4 rho 0 tiEREF,? CERTIFY t a' his i; a try o. in; 110,1 r r s oo r F on ° % --- ,L '.4 is i , i I. 01^ and Counts/ Court: A.C. W T'JE nr• IFAi iVE 9y 1. Legal description of property and street address: 7178 , , Shor Sec 3 I-er.; 27 4 E N /o7" 2 41k 47 2. Description of improvement: R e k ©o 7 3. Owner(s) name and address: 4 n i . S a b e // 6. Lender's name and address: Signature of Owner Print Owners Name �}}p) N 5A I) Sworn 10 and subscribed before me this / day of SEPr Notary Publ Print Notary's .me My Commissio Expires: NOTICE cCE OF COM iE CE , iE T PERMIT NO. TAX FOLIO NO. /1 3) G G'( V �. z , I c STATE OF FLORIDA: COUNTY OF DADE: 98R438892 1998 SEP 04 111044 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. 7 75 NE V/ST, S'4rotes FL, 33/38' r na Sh c r es FL , 3 3 / Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: td hire S e.' a / . h c, a C' / D She/ - m a,r ST, Hc9 / /Lf tcJOOd FL, 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat: is specified) , 199 . A • a. • • I to 0 UAL NOTARY S N NOTARY PUBIC STATE OF FLORIDA . CC718059 MY COMMISSION EXP. FEB. 19 7 c is NE 9y Sr, Prepared by: h; Te Sea / Ii,c • Address: / � 0 10 S h e r hid , iS! //oil o oci /-L, JJ 3 3a a o May-18-98 08:42A Miami Shores Village 305 756 897? • UNIFORM RO® G }PERJ%'8 rr APIPUCATION PROCESS No. ' J. TT .fob � ; 4 (WI r7 6 (5 . N t 6 1 1 / _s' �� 77 's Name: �'L /! / / L' S C' a l / 1- i t C - f tic: Contractor's _._ — �-- 0 (Nail - Oa 'file) 0 (Asphalt/Fiberglass Shingles) ❑ ( Mil RoofAWood Shingles & Shakes) ❑ New Roof jI rootrang ❑ Recovering ❑ Repnir 0 ntantesta Z b`r' Total (ft') z4 �Z1 A9�stes' Permit No. Flat Root' Area (it') 0 U Sloped Roof Axes ( Facposvre category (per ASCE 7 -88): Building Classification category (Per ASCE 748 table 1): 0 (Low Slope Application) Ft. ROOF HEIGr AND SYSTEM DETAILS (Draw details as needed) c Fastener Type: ATTAQ'6L6A P!d3: L tip, RS Yli,171 DETAIL I & 2 Qgodades Moamar end Adheriv2 Set We c , Page -1 r r ROOF PLAN I � 1 I I 1 P.01 I • ..y - 1 V C. Deck A9M�ON�H' / 0 ppcuuM. a., UNIFORM ROOFING PERMIT APPLICATION PROCESS No. • DETAIL 3. Page-2 Illig_CALCMATIONS. (P r: 7 '; (Acrudy.rdmic Multipiter: - L9 ) - !D. 10 66 PCA: _ (Pmai2. / 76, 3 x A. (Aaesfyiteanic M,�tc 3 ' ) - t /0.3 M22 PCA: _ x A ( A�+sca (Pmac3: � /G ic Multiplier): L ) - Mg: /J' 3 a M.,: Z _ $PCA: , j A'rrACEIMENt S REQUIRED 1) Firm Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Linton c) General Limitations d) AppLible Detail Drawings 3) iviernictal Permit Aopilcttion 4) Other Component Approvals AUG -2 1(OPi 3:55 FM ARC. SUFFLY. PRODUCT CONTROL NOTJCE OF ACCE JJ.AIVC Monier Lifetile LLC 133 NW 20th St. ]Boca Renton, FL 33431 The expense of such testing will be incurred by the manufacturer. NAX NO X54 43( X44 r J AAETROPOLITAN DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 3UILDINQ CODE COMPLIAFlCI OFFICE M TRO -DArJ FLAGI BUILDING 140 WEST FLAGLER STREET. SUITE 1603 M)AMI. FLORIDA 33130 -1563 j� (305) 375 -2801 FAX (305) 379.2908 PRODUCT CONTROL DIVISION (305) 373.2902 FAX (305) 372.8339 Your application for Product Approval of: Monier Lifetile LLC "Mission S" and Espana ML son Roo(rng Tile under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials arid Types of Construction, and completely descrlbed in the plans, specifications and calculations as submitted by Center for Applied Engineering, Inc., Professional Service Ifndustrles, Inc., and Redland Technologies, has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for qualify control testing. If this product or material faits to perform in the approved manner, the Building Code Compliance Offce may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. ACCIEPTANCE NO.: 97 11124.17 Renews: 95 0322.O5 EXP1RES: 96 /25/01 93 03I6.03 "aul Rodriguez Product Control Supervisor THXS fiS T 1I E COVERS111EET. SEE ADDJJTIO3lAL P FOR SPECJFJFIC AN1 ENERAIL CQNDITIONS J�IIIIUMN$ CODE COJ\IMITTE)E This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVEI3: 06/25/98 1 Internet mail addraes: postmaster Zbufdingcodeonline.com Charles Danger, P.B. Director Building Code Compliance Dept. Miami -Dade County I f0m® page:' tettp : / /wWW.tlulldingcodaontlne.eom AUG -31 -98 MON 3:56 FM ABC. SUPPLY. MON1ER LITETLLE LLC Monier Lifetile LLC Espana Mission Tile Trim Pieces ruoduct Rainproof II Ice and Water Shield T1tADIE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test lProthuct jDimensions Specifications Monier Lifetile I = 16 %2" PA 112 LLC Mission 'S' w= 13" Tile ''A" thick L 17" W .= 12 3 /g" W' thick I = varies w = varies varying thickness 30" x 75' roll 36 "x75'roll or 60" x 75' roll 36" x 75' roll PA 112 PA 112 The imensioms. Specifications PA 104 Page 2 of 15 FAX NO. 954 491 4454 Product Control No.: 97- 11124.17 Product Pescriptfotn, High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applicat ions. High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Product pescription Manro faetturer Single ply, nail - underlayrnent with 2" self - adhering top edge. Protect -O -Wrap, inc. (with current NOA) PA 103 Self- adhering W.R. Grace Co. underlaynient (with current NOA) ran . uloaga, RRC Roofing Product Control Examiner AUG -31- MON '3:55 FM ABC, SUPPLY, MONII R LIFETILE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti lcTitel m ") Roof Tile Mortar ( "Quikretc® Roof Tile Mortar # 1140 ") Roof Tile Mortar ( "BONSAL1D Roof Tile Mortar Mix ") Roof Tile Adhesive ( "PolyproZ AH 160 ") Hurricane Clip & Fasteners Dimensions Vertical Min. 1 "x 4" horizontal Min. 1"x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 8d x 2 %," or min. 10dx 3" 148x 2'/," long 0.335" head dia. 0.131" shank dia, 0.175" screw thread dia. N/A N/A N/A N/A Clips Min.'/," width Min. 0,060" thick Clip Fasteners Min. 8d x 1 'A" Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA Page 3 of 15 FAX 110. 954 491 4499 Product s_si - ip_Qion Salt pressure treated or decay resistant lumber vattens Product Control No.: 97- 11.24.12 Corrosion resistan screw or smooth shank nails Corrosion resistant, 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. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. NilallInLi factuu'er generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA #94- 0401.01 Generic r. uloaga, MC Roofing Product Control Examiner AUG - 31 -98 MAIN 3:56 FM F1,,, sUFF1Y. MONIER >Lf:FETII..IE LLC ;Test A eetc Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. EVIDENCE SUBMITTED Test Ifttegatifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94-.083 25- 7094 -3 25- 7094.9 25- 7094 -6 25- 7183 -4 25-7183-3 25- 7214 -3 Page 4 of 15 FAX MO. 954 491 4489 F 4 I'esR Neme/Repot-tt Usle Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift; Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Product Control No.: 97 -I<1211, 17 April 1994 Oct, 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 oaga, Roofing Product Control Examiner AUG -31 - 9R Mind 3 :57 FM ABC,. SUPPLY, MONICIER L11)F1E;TI3✓E L LC Test sine The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering Professional Service Industries, Inc. Teat Ilciientif t r 25- 7214 -7 7161 -03 Appendix I1 Report Dated Aug. 1, 1994 P0647-01 PO402 Project No. 307025 Test f #MDC -78 R1.894 R2.894 R3.894 224-47099 Page 5 of 15 FAX 1'•10, 954 491 4489 Product Control No.: y7-1124.17 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Irate March, 1995 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Wind Driven Rain Oct. 1994 PA 100 Physical Properties Oct. 1994 PA 112 Physical Properties June, 1994 PA 1 1 2 Frank Zuloaga, RRC Roofing Product Control Examiner A11f, -'31 -9$ MON ?:57 FM AFC. SUPPLY, MONT R L)iFETILE LLC Product Control No.: 97- 1$24.117 Deck Type: Deck Description: SYSTEM A: Slope Range: Underlayneent: Vertical Battens: Horizontal Comments: Roofing Tile: Wood, Non- insulated SYSTEMS New Construction 19/32" or greater plywood or wood plank. Counter -Batten Application FAX 110. 954 491 4489 1• 6 2 ";12" to 7 ":12" Note: Counter -w attens, as noted below, are required for slope rage 2 " :12" to less tbaaa 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":112 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Install vertical battens in compliance with Miami -Dade County Application Standard PA 118 Miens: Install horizontal battens in compliance with Miami -Dade County Application Standard PA 118. install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 6 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner A1.1G -;1 -98 1ti4O1I 3: 5 7 FM ABC SUFFLY, FAX 140, 954 491 4489 MONIER LIFETILE LLC Product Control No.: 27 Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. SYSTEM ID: Direct Deck Application fllndcrlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Slope Range: 4 ":12" to 7 ":12" Note: System 113 is only acceptable in this slope range. For slopes less than 4 ":112 ", refer to System A. For slopes in excess of 7 ":112 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 7 of 15 Fran Zuloaga, RRC Roofing Product Control Examiner AUG-31 -98 MO'1 3:58 PM ABC. SUPPLY. FAX NO. 954 491 4489 MONI EIR ILI{FFTI E LLC Product Control No.: 27- 11124.17 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19/32" or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in ettcess of 9 ":12" and are optional for slopes of 4 " :12" to 7 " :12 "_ For slopes Bess than 4 ":12 ", refer to System A. Underlaymeat: Install underlayment system in compliance with Miami -Dade County Application Standard PA 119. Horizontal ]Battens: Install horizontal battens on compliance with Miami -Dade County Application Standard PA 119. Roormg File: Install tile in compliance with Miami -Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re - roof applications, 1 plywood is an acceptable substrate. Page 8 of 15 Frank Zuloaga, R.RC Roofing Product Control Examiner AUG -31 MMON 3:52 PM ABC, SUPPLY, FAX NO. 954 491 4409 MMON TJE.R )i•_,IIll:'ETIL>E LLLC Deck Type: Deek r escription: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non- insulated New construction 19 /32" or greater plywood or wood plank. Mortar or Adhesive Set Application Product Control No.: 7 -w4 17 2 " :12" to 7 ":12" Note: System D is only acceptab1e Ere tieis slope range. For slopes in eneess oP 7 " :II2 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation 05.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner AUG -31 -98 MON FM A?C, S1iFFLY, SYSTEM LIMITATIONS FAX Nt. 954 4' +1 44 n 1' 1U MMMMONIER UFETE[.EE LLC Product Control No.: �7 - 1fl2,4j7 I The standard minimum roof pitch for Monier Lifetile LLC's "Mission S" & Espana Mission, high profile tile shall comply with Miami -Dade County Application Standards PA 1 18, PA 119 or PA 120, depending on the method of installation. 1 For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Protocol PA 115 or PA 127. The tile profiles listed herein have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section dl of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. 8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples takers shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification shall not be part of this acceptance. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: erodynamic Multipliers - X (irk ) X (ft�) Direct Deck Application Tile Profile X (ft') Batten Application Monier Lifetile LLC Mission 'S' Tile, Espana Mission Tile 0.26 0.27 Table 3: Attachment Resistance Expressed as a Moment - Ga' (ft -ibf) for Nail -On S stems Tile Profile Tile Application pproved Flails Approved Screws Approved (field Clip With: Approved EEeve Clip Pith: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Lifetile LLC Mission 'S' Tile Espana Mission Tile Battens 2.80 6.80 7.30 9.20 18.10 31.30 29.80 43.20 19.00 23.10 38.60 27.60 24.00 29.30 41.80 38.10 Direct Deck AUG-'1-98 MON 3:59 PM AFC, SUPPLY. MONIER LIFE LLC Tile Profile Monier Lifetile LLC Mission 'S' Tile, Espana Mission Tile Batten $ 7,77 Table 2: Restoring Moments due to Gravity - M (f•Ibf) 3 ":12" 4 ":12" 8 " :12" 6 ":12" 7 ":12" or Direct Deck 8.34 Batten s DATA FOR A'u - ll' ACRMENT CALCULATIONS 7.65 Direct Deck 8.20 Batten s 7.49 Page 11 of 15 FAX NO. 954 491 4489 1', 11 Product Control No.: 974124.17 greater Direct Batten Direct Batten Direct Deck s Deck a Deck 8.03 7.30 7.83 7.10 N/A 1 Data noted in Table 3 is for instal ation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of thls Approval. Clips on eave tile ere not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Roofing Product Control Examiner Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail Systems Tile Profile Tile Application Two (2) 1Od x 3'° long naffs Monier lifetile LLC Mission S Espana Mission Tile Direct Deck New Construction (min. 194" plywood) 48.10 Direct Deck Recover /Reroof (min. 15 / plywood) 33.10 Battens New Construction 45.20 Table 4: Attachment Resistance Expressed as a Moment - Mg (ft-lbt) for Mortar or Adhesive Set Systems Tile Profile Tile _ Application Attachment Resistance Monier Lffetile LLC Mission 'S' Tile, Espana Mission Tile Mortar Set 24.50 Adhesive Set 66.50 .HUG - ? 1 - q 8 } ON, 3:59 FM ABC. SUFFI,Y, MONIIER LLkET1iLE LLC DATA FOR A >< F'AC'>E MENT CALCULATIONS (CONTINUED) FAX NO 954 491 4489 Y. 12 Product Control No.: 97.11k£1,17 1 Tile installation with a 4" headiap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 12 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner AUG -31 -98 IOU 4:00 FM ABC, SUPPLY. NOME " LEFETTLE LLC PROFILE DRAWINGS Page 13of15 FAX NO, 954 491 4489 Y. 1 IYI4�NIDElt$ ILIIFIf;TIfLE LLC MISSION ° S ° TIME Product Control No.: 27- 1124,1.7 MoNir R LIII1'IETIILE LLC IESPANA Ml xSSlfoN TILE Pen Zuloaga, RRC Roofing Product Control Examiner AUG - ?1 - 98 MON 4;110 PM ABC. SUPPLY. I140NIIER ]LiIFETILE LLC Product Control No.: — db —o.ao PROJF'DLIE DRAWINGS (CONHDNBIED) Page 14 of 15 FAX 110. 954 491 4489 F ,...14 1.10• 0,131 AIPPR DVE D SCREW FOR SCREW DATA 1[N TABLE 3 Frank Zuloaga, RRC Roofing Product Control Examiner AUG -91 - 9R MON 4:00 FM ABC, SUPPLY, MONI ER L1.FETT,F ILILC Product Control No.: 97 -1 124,117 Monier ILifetile 1LILC. ACCEPTANCE NO; 97- 1124.117 135 NW 20 St APPROVED : June X5, 39,$ Boca Raton, FL 33431 ]EXPIRES : June 25, 2001 N�7fl[CiE OF ACCIELTANCIE STANDARD QONOIITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered iP 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 sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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 any product, for sates, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the 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 times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE Page 15 of 15 FAX NO, 054 401 44 0 r. 1 Frank Zutoaga, RRC Roofing Product Control Examiner METRO --- ]PRODUCT CONTROL N GS Roofing Products Company, Inc. 5525 MacAuthur Boulevard, Suite 900 Irving, Texas 75038 TICE OF ACCEPTANCE Your application for Product Approval of: GS Roofing Products Modified Bitumen Roof Systems Over Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 31 and the standard conditions set forth on page 32. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by th man ac A r. Acceptance No.: 97- 0520.01 Revises No. 95- 0502.04 Expires: 06/ 19/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Approved: 06/19/97 Internet mail address: postmaster ©buildingcodeonline.com BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod!' o' uez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Oi Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Tvpe: SBS /APP ROOFING SYSTEM APPROVAL System Description Product Control No.: 97- 0520.01 Product Control No.: 97- 0520.01 Approval Date: June 19, 1997 Expiration Date: June 19, 2000 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual ". GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1 -800- 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744-7451 ran uloaga -Plans Examine uct Control Div. u Insulation Types Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -45.0 psf Maximum Fire Classification Material Classification Wood Class A Product Control No.: 97-0520.01 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 Fran uloaga -Plans Exami r7Preoduct Control Div. Product All Weather /Empire Base Sheet Flex- 1- GIasTM Base Sheet Flex- I- GIasTM FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA, GTA -FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS /GMS Premium Flintlastic FR/FR -P Premium Flintlastic FR -PG TRADE NAVIES OF (PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39'/ x 50'; RoII weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39'/ x 33'; Roll weight: 90 lbs. (I square) 39 '/0" x 33' 3 "; Roll weight: 105 lbs. (I square) 39 '/ 0 " x 24'9 "; Roll weight: 92 lbs. (% square) 39'/ x 34' 2 "; Roll weight: 100/105 lbs. (1 square) 39 '/ 0 " x 34' 2"; Roll weight: 105 lbs. (I square) 39 '/ x 34' 2 "; Roll weight: 105 lbs. (I square) Test Specification ASTM D 2626 UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base ASTM D 4601, sheet. type 11 UL Type G2 ASTM D 4601 type 11 ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type G I ASTM D 5147 Product Control No.: 97- 0520.01 Product Description Asphalt coated, organic base sheet. Modified Bitumen, coated fiberglass base sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced, SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with a dual carrier reinforcement for mop application. 4 Frank Zuloaga -Plans Examiner, Product Control Div. Product Flintlastic FR Cap GlasBaseTM Base Sheet PoIySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Stormshield Dimensions 39' / x 34' 2 "; Roll weight: 90 lbs. (I square) 36" x 108'; Roll weight: 69 lbs. (3 squares) 39'/ x 64' 4 "; Roll weight: 90 lbs. (2 squares) 36" x 36'; Roll weight: 90 lbs. (I square) 36" x 75'; Roll weight 75 lbs. (2.25 squares) Test Specification ASTM D 5147 ASTM D 4601 UL Type G2 Product Control No.: 97- 0520.01 Product Description Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Asphalt coated, fiberglass base sheet. ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103 Slag surfaced SBS Modified Bitumen sheet ASTM D 1979 with fiberglass reinforcement for peel and stick application. 5 Frank Zuloaga -Plans Examiner, r•iuct Control Div. Product ACFoam 11 E'NRG'Y -2 or PSI -25 ISORoc E'NRG'Y -2 Plus Multi -Max Hy -Therm AP UltraGard Gold Pyrox ISO 95+ High Density Fiberboard High Density Wood Fiberboard Fiberglas Paroc Cap Board Perlite Insulation Dens Deck Dekfast Fasteners #12 or#I4 Dekfast Hex Plate Dekfast Lock Plate Olympic Fastener #12 or #14 Olympic Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various various PA 110 various various various various various various various various various various various various 2 7/8" x 3 1/4" 3 "x31/4" various 3.25" round PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 100 Wood fiber insulation PA 110 PA 110 PA 110 PA 110 PA 110 PA 1 14(E) PA 117 PA 1 14(E) PA 117 PA 1I4(E) PA 117 PA 1 I4(E) PA 117 PA 114(E) PA 117 6 Polyp plastic p Product Description Polyisocyanurate foam and rockwool composite insulation Polyisocyanurate foam / wood fiberboard composite insulation Wood fiber insulation board Fiber glass roof insulation Rockwool insulation Perlite insulation board Gypsum core / fiberglass faced coverboard Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener Product Control No.: 97 0520.01 Manufacturer Atlas Energy Products (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) RMAX (with current PCA) Celotex Corp. (with current PCA) Johns Manville (with current PCA) Apache (with current PCA) Firestone (with current PCA) Celotex Corp. (with current PCA) generic Johns Manville (with current PCA) Partek, Inc. (with current PCA) generic Georgia Pacific (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Olympic (with current PCA) lympic (with cu ent PCA) ner, Product Control Div. Product Olympic Standard ESI Fastening Systems Insulfixx or HD Insulfixx Fasteners Roofing Nails Tin Caps Red Rosin Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Chopped fiberglass emulsion Fiberglas Flashing Cement Modified Cold Process Cement Modified Plastic Roof Cement Non Fibered Aluminum Coating Static Asphalt Fibered Emulsion al MB aluminum roof coating Karnak 97, 97AF or 169 Prograde Fibered Aluminum Test Dimensions Specification 3" round various various Minimum # 12 Min. 32 ga. x various PA 1 14(E) PA 117 PA I I4(E) PA 117 PA 114(E) PA 117 PA 114 PA 121 1, 5, 55 gallons ASTM D 3019 Type III ASTM D312 ASTM D 41 ASTM D 1227 PA 110 ASTM D 4586 or ASTM D 2822 ASTM D 3019 Type 111 ASTM D4586 Type 1 ASTM D 2824 ASTM D 1227 Roof Coating PA 121 PA 121 PA 121 7 3" round galvalume AZ55 steel plate Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Rosin paper for barrier layer on wood decks Asphalt emulsion Fibered asphaltic general purpose lap and ply cement. Type III or IV hot asphalt bitumen adhesive Asphalt Primer Roof Coating Product Description Fiber glass roof insulation A trowel - grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Adhesive Flashing Cement Roof Coating Aluminum roof coating Roof coating Fibrated aluminum roof coati Product Control No.: 97- 0520.01 Manufacturer Olympic (with current PCA) SFS Stadler Inc. (with current PCA) SFS Stadler Inc. (with current PCA) generic generic generic Gardner (with current PCA) Gardner (with current PCA) generic generic generic generic generic generic generic generic generic Grundy Industries (with current PCA) Karnak (with current PCA) Monsey Products Co. current PCA) Product Control Div. Product k 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 APOC 212 Sunbright 400 MBA Test Dimensions Specification 1,5,55 gallons, or 10.5 ounce tubes. ASTM D 3019 (Type 111) and D 3409 PA 121 Product Description Rubberized all- weather flashing cement, trowel grade, modified adhesive. Fibrated aluminum roof coating. PA 121 Aluminum roof coating. PA 121 Roof coating ASTM 3019 Asphalt based cold applied Type 111 adhesive. Product Control No.: 97- 0520.01 Manufacturer Tropical Asphalt Products Corporation (with current PCA) Tropical Asphalt Products Corp. (with current PCA) APOC, Subsidiary of Gardner (with current PCA) APOC, Subsidiary of Gardner (with current PCA) APOC, Subsidiary of Gardner (with current PCA) 8 A` uloaga -Plans Exarni uct Control Div. Test Agencv /Identifier Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. United States Testing Company, Inc. United States Testing Company Name Physical Properties Current Insulation Fastening Requirements PA 114 (FMRC 4470) Fire Classification Compliance ASTM D 5147 ASTM D 5147 TEST REPORTS 9 Report 28013 FMRC 1994 1.1. #3Y8Al.AM R11656 97457 -4 97- 457 -2R Product Control No.: 97- 0520.01 Date 06/02/87 01/01/95 03/23/96 07/1 3/87 06/03/88 12/02/87 Frank Zuloaga -Plans Examiner,1 Control Div. Product Control No.: 97- 0520.01 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non - insulated [.Deck Description: " /, or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas ER Base or GS Poly SMS base mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex-1-Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: I. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/ gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation tl2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: STA 2 -3, GTA 2 -3 26 Frank Zuloaga -Plans Examiner, Product Control Div. Test Date Contractor Roof Pitch Tile Type TEST SUMMARY TEST RESULTS: PASSED ROOF EPO IT TE I- 1 i PA 106 -95 Doff The Uplift Test Report 10/13/98 Project Address 795 NE94 St. Miami Shores, FL Permit Number 43482 Whiteseal Roofing 3:12 Tile Installation Date 10/10/98 Adhesive Type Polyfoam S, INC. Monier Lifetile Espana (56 1) 434 All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 31 31 100% Corner 8 8 100% Perimeter 14 14 100% 0 100mnn mimn m See Attached Sketch for Further Details ® cca Ii ..— u � � Al Maccagli, RRC #11 g G : ors A.> .\s\ o ONSU1Th Dade County Certified) Testing Agency 0 94-0916-11 3281 Lake Worth Roads Suite Ei Lake WorthiFlorida 33461 Roof Consulting & Testing ®Visual Surveys & Evaluations Roof System Design O Moisture Surveys 3' 1 1 r 00' 1 T 1 1 1 Flat Koof 1 1 1 11 1 1 1 1 1 T PERIMETER = 3' WIDE CORNER 3' X 3' 795 VIE 94 St. Miami Shores, FL Dade County Certified Teetind Adercy # 94- 0916 -11 1 r T 1 1 43' 3281 Lake Worth RoadO Suite E® Lake Worth ®Florida, 33461 Roof Consulting & Testing O Visual Surveys & Evaluations Roof System Design O Moisture Surveys 1 SYNERGY Certificate of Ca librati Labs, Inc Manufacturer. CHATILLON Model Number: DFIS200 Serial Number: 25220 Customer SN: 25220 Description: DIGITAL FORCE GAUGE Customer: ROOF REPORTERS, INCORPORATED Certificate Number: 66054 Environmental Conditions: Temp: 21 deg C Relative humidity: 45% This certifies that the above equipment was calibrated in compliance with the requirements of ANSI /NCSL•Z540- 1994, MIL -STD 45662A, ISO 9002 4.10/4.11, ISO Guide 25, ISO 10012 using applicable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards, natural physical constants, consensus standards, or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or other recognized national standards laboratories. Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: NONE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Calibration Date: 8/20/98 Calibration Due: 11/20/98 Reference Standards Used: Manufacturer Model Number Serial Trace Number Number Cal Due Date AMETEK -M &G WG -23 18830 48037 4/28/99 Synergy Labs, Inc 8211 NW 64 ST #3 Miami, FL 33166 Ph (305) -477 -5414 1a ill William Everett Quality Assurance 7.11 The Inspector shall mark any component which 'fails' or becomes 'loose' as a result of the test and shall request that the roofing contractor repair such components using an approved adhesive. 7.12 Components which are repaired pursuant to 7.11 shall not be retested. 7.13 The Building Official shall review and advise the Contractor whether to require and replace the tile assembly or repair the existing assembly. 7.14 Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7.15 The Inspector shall retest the tile assembly following repair or replacement. DO NOT TEST TILES THAT WERE PREVIOUSLY TESTED. 8. Report 8.1 The final test report shall include the following: 8.1.1 A copy of the Roof System Assembly Product Control Approval. 8.1.2 A sketch of the test site roof which indicates 1) the field, perimeter and corner areas. with dimensions; and, 2) the location of all components on which a static uplift test is conducted. Indicate those attachments which were initially tested and, if applicable. those attachments which were tested in the extended testing. 8.1.3 A tabulated set of test results, signed by a Professional Engineer or a Registered Roof Consultant. Page - 6 JAN PA 106