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5 NE 102 St (8)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 t� 11l sp 26 'PA, Gj �! Tc 1, 51 k/‘ e Ij 2 27 1 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 1 75 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory Owner's Name: EVE-` Y N TI'TT 1:V-4 Permit #. '14 b ,4 Job Address 5 i 102- ST - Wi 1,4J . (4o t2S-5 t Ct Roofing Contractor Cy tm l i'y 1Z 00 , ►.11 y Type of Tile: T�- �>G - FDA, ILA Approximate Roof Height: (4 Type of Access to Roof: Approximate Square Footage of Required Testing Force: 35 lbs. Date Tested 7 • (3 ' q Q ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ge Du Quesne, Engineer P. #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 feet SITE SPECIFIC INFORMATION Scaffolds Ladder Roof 3 000 ft Testing Equipment: TEST RESULTS P = PASS, F = FAIL Chatillion DFIS 100 SKETCH OF ROOF IN BACK Environmental • Civil • Structural Building Inspection Services Date Installed 7 • Z ' T9 Roof Pitch 3 t /Z ' 1 Z Other 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 15856 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 5KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 1 NOTES' $KETCH OF ROOF 108_5__N E /oz SHEET NO OF Z 7• CALCULATED BY CHECKED BY DATE SCALE DATE 1 ■ ■M ■ ■ ■ ■■■■■1mii11 ■ ■'M M MMUu ■E%M% ■ ■ ■ ■ ■ ■ ■ ■11RI■ ■■ ■M S■M■Mi ■r■■■■■ ■ ■■■■■■ ■ROMMAMMWE ■■\ ■NMAM ■ ■ ■ ■■ ■ ■ ■ ■■■ ■■UMEM /■ ■ ■ ■ ■ ■MMUMMIIMM ■ ■ ■■ ■ ■■■■ ■■■UMEMO■M ■■■■ ■■EIMME■EIME ■ ■■M■■■EUMOMMENMER■■■■ MUMME■■■ ■ ■■■■■■MARIC: ■MW■■MMIWUMME■■■■ ■■■■ ■ ■ ■UEN WNEM■■MWa ■i■IN■■ ■■NIM • ■■■■■■■IIU■M E■■M■■■ /IM ■I■■■■E■MJ r ■■■■■ ■■1 mo ■■m■e m m i(;7�■f■■ ■LJ■ ■■ m I IIIIIIIWI1I IUIIi1I I ■■■■1111■ ■■rtsmsd- \■min ■ 111111111111110111111111111 immommommimmemmikammeammall ;6r .�© 1111 . ■■■■ ■ ■ ■■■ ■■■ ■m ■ ■■ommikom ■ ■■ ■ ■ ■ ■■■■ �� il11 ■ ■1 ■ ■ ■■ � .�/�'� ■i %�\ \1/,111 ■1111■■■EMEM■EWIWOMMIC MERa■■■ mardemmummummommin NOTES' S PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date •4 -:1 5-99 Job Address 5 N . E . 102 Street Tax Folio 1/- 12 o S " p /3 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Evelyn Tittles Master Permit # OwneesAddress 5 N.E. 102 Street Miami Shores Phone 758 -2854 ContractingCo.Quality Roofing Contractor, Tnc_ Qualifier Carlos Arocho State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code, install galvanized eave drip and valley metals where required, mop on with type III asphalt one layer of 901b. ASTM felt, install Spanish S �P, colorthru tile with adhesive foam setting. Flat roof to tin cap base sheet, mop modified. Square Ft. 32q• T i l e 1 sq. Flat Estimated Cost (value) $ 11,500.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 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 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 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 owne` • or Condo President Date Signature of Contractor or Owner- Builder • Date . Notary as to Own' and/or C My Commission Expires: APPROVED: Zoning Mechanical FEES: PERMIT RADON MARYLOU HERNANDEZ MY COMMISSION k CC 680474 EXPIRES: October 10, 2001 h ' Bonded Thni Notary Public UndenNitters Building C.C.F. ) ;Eri Address 13800 N.W. 1st Avenue SS# ?Phone 751 -0382 wne Builder 1 Date i �fi ., MARYLOU HERNANDEZ :•. u� ':._ MY COMMISSION # CC 680474 -�-�� EXPIRES: October 10, 2001 " RF ; °'' Bonded Thar Notary Public Undenvdters Notary as to Co - ac or or 0 My Commission Expires: NOTARY Electrical LP, BOND TOTAL DUE Plumbing' Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 5 N .E . 1 02 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile and flat roof. 3. Owner(s) name and address: Evelyn Tittles Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: QUali ty Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: se Notary Public Print Notary's Name My Commission Expires: 99821 , 5481 1999 APR 27 09:2 TAX FOLIO NO //— 12 o /,S' y 5 N.E. 102 Street Miami Shores, Florida 33138 N/A 7. Persons within the State of Florida designated by Owner upon whom no ces or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N /A 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: N/A 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) Signature of Owner Print Owners N ( e ,E V E kyN 1J L$ Sworn to and subscribed before me this 2 G 7 day of aria , 19 �1 q MY EXPIRES: October 10, 2001 Bonded Thru Notary PuWk Undervrtiters _?Y- t; .r. r f -' i, t ESS my hand n.id Of %iciai Sea. VEY RUVIN, CLERK, of s uit and CountyCQ,, Prepared by: Carlos Arocho Quality Roofing Contractor _Address: 13800 N.W. 1 s t Avenl_ MARYLOU HERNAND ' 1. ' i , Florida 33168 7 Contractor's Name: OV : \ ReOf f Ctor'‘) -C ar Or Job Address: S N _ I 2, & ee+ • d (Low Slope Application) ❑ (AsphaltfFiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) FL Ft. A 123.01.78 8/98 ❑ New Roof roofing ❑ Recovering ❑ Repair ❑'Maintenance Flat Roof Area (ft 2_ Sc1 , Sloped Roof Area (f) :; Total (ft 3 iJ ,Scj , Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Appendix "E" . UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Deck type: .1.0OOc \Xl; DETAIL 1 & 2 ROOF CATEGORY ❑ (Nail -On Tile) / _ ROOF TYPE Q" Re- ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ctr e e 9" tala,t 1,1 0 // /l ATTACHMENT 1 Fastener Type: Il k; flAj S v.\<-nc.`. Ss SPACING �� 11 1 Field:•'. 0 ,L Pcrimeter: w 04— Corner: (o 6 ,C . Page -1 (Mortaresive Set Tile ) ROOF PLAN 39_ -- 4 Deck type: Unticrinyment: ,, Insulation: N 11 Ridge Ventilation, ( ) 1 Fastener typo & spacing: MEAN HEIGHT lb I AL u“ 11100Y ILOYs D S T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SL OPED SYSTEM DESCRIPTION Cap Sheets Roor overing: Page -2 (c'`o.c._ G.os (.o'`o-r.CoCner -r6ec :, Fr lS �( y , tA.`tt,w l . ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS S n ,� , 31 ��- tAf (Pmaxi: �� .3 x X (Aerodynamic Multiplier): 11A-11) - M :'� 0 == M )'7.(0 PCA: L o -S (Pmax2: 103.1 (Aerodynann . S ) - M:4 , b ° M PCA: (01.9D 1� e (Pmax3: 0,9 x ? (Aerodyn uio Multiplier):3 ) . S ) - Mg: , g 0 ° M, 135 PCA: UG t . c1 • • u�. ' , ou c awuwa PRODUCT CONTROL NOTICE OF,ACCEPTANCF Santafe Tile Corporation Ladrillera Santafe Bogota, Columbia Your application for Product Approval of: Santgfe Tile Corp. Nall -On, Mortar Set or Adhesive Set "San afe S" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code go eming the use of Alternate Materials and Types of Construction, and completely described in the plans, speeificatipns and calculations as submitted by: The Center for Applied Engineering, Inc. and Tesiwell Craig {.aboratories do Consultants has been recommended for acceptance by the Building Code ompliance Department to be used in Dade County, Florida under the specific) conditions set forth on pages 2 thro gh 11 and the standard conditions set forth on page 12. The approval shall not be valid after the expiration date stafed 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 +e 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 -he South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Off ce reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this pproduct or material fails to meet the requirements of the South Florida Building Code. The expense of such testing 111 be incurred by the manufacturer. I I A No.: 96- 0318.02 Revises No. 94- 1017.07 F.xpires: 10/10/94 Approved: to /10/96 . Butu 1Ng This application for Product Approval has beeni 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. 1 VV .13 \Va. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.net PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372 -6339 Raul Rodt'guez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County ROOFING SXSTEM APPROVAL Applicant: Santafe Tile Corporation Ladrillera Santafe Bogota. Columbia Category: Prepared Roofing Sub Category. High Profile Tile Type: Nail- on/Mortar Set/Adhesive Set Sub•Tvpe• Clay Product Control No.: 96 0318.02 Product Control No • : 0318.02 Approval Date: Qttitoher 10.1996 Expiration Date: October 10, 1999 ran uloaga T� ?tin Exarnirar, Prc.ducr Control Div. .Ladrillera Santafe, located in Bogota, Columbia, manufa urers clay roof tile for nail -on and adhesive set applications. All Ladrillera Santafe tiles are available n standard unglazed and a glazed color finish. "Santafe S" tile profile, Refer to $ppropriatp Product Control Approvals for other the Ladrillera Santafe tile profiles have matching trim pi ces used for rake hip, ridge hip. and valley terminations. These accessories form a part of this Product Control Approval. The Ladrillera Santafe's "Santafe S" tile profile has be �n tested in compliance with the South Florida Building Code requirements for clay, nail -on and adhesive set tile applications. The minimum roof slope for Ladrillera Santafe's "Santafe S" nail -on tiles shall be 4 " :12 ". The minimum roof slope for Ladrillera Santafe's "Santafe S" adhesive set tiles shall be 2 ":12" Sqe the "Profile Drawing" section in this approval for the "Santafe S" profile drawing. The "Santafe S? tile profile has been tested for static uplift performance only. Therefore, any consideration For installation shall be done as an 'Uplift Based Syrem'. Data for attachment calculations is noted in Tables 1 and 2 of this approval. Santa Fe Tile Corporation is the sole. approved distributo of Ladrillera Santafe roof tiles. Contact , Daniel Bernal General Manager Santafe Tile Corporation 7225 Northwest 2Sth Suite #306 Miami, Florida 33122 (305) 593339 Product Dimension! Santafe'S' Clay Roof 1 * 18" Tile von l Ph" IA" thick Trim Pi cces TRADE NAMES OF PRODUCIS MANUFACTURED OR LABELED BY APPLICANT 1 - varies w w varies varying thickness us ASTM C 167 ASTMC1Il67 Product Control No.: 96- 0318.02 Product »eseription High profile, interlocking, one•plece, shaped, clay roof tile equipped with two nail holes and a single roll. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. gran ;Luloaga. • Plans Examiner. Product Control Div, 1 V x le uo rt<1 09; 04 FAX 305 3726339 i• Product Dimustpin 00 Pelt N/A Mineral Surface Cap N/A ASTM D 249 Sheet Mopping Asphalt Flashing Cement Asphalt Primer Roofing Nails a N/A Ti;i Caps min. 32 ga. min. 1s4" o.d. max. 2" o.d. TRADE NAl11ES•OF PRODUCTS N/A ASTM D 4 / 586 N/A , ASTM D 41 BCCDjPRODDCT CONTROL Test Soee_ inc lions ASTM D'226 type ! ; It43 Coated Base N/A ASTM D 626 Saturated and coated generic Sheet organic base sheet for single or double ply . underlayment. ASTM D 312 type III or 1V M 114 Appendix ,E 4 YIANUFACTURED OTHERS Product Control No.: 96 0318.02 Product Deicrlpjlort Saturated organic felt to be used as a nailed anchor sheet. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Asphalt for bonding a generic mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Cutback, asphalt based coating used to facilitate bonding of dissimilar materials. min. 12 ga. with • . PA 114; Annular ring shank, 3 / 1 " head Appendix E hot dipped, electro or i mechanically galv. . roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Manufactitrjj generic generic generic generic generic generic Q017 . _.Product Tile Nails Tile Screws Roof Tile Mortar ( "Ti!eTiteTM ") Roof Tile Adhesive ( "Polypro® AH 160 ") Hurricane Clip & Fasteners Valley Flashing Drip Edge . • Dimensionk min. 10d x 3" #8 x 2 long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter N/A N/A Cllns min. %a" width min. 0.060" thick Cli Fas eners min. 8d x 1'/." min. 26 ga. tin. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test • Spedticati PA 1141 Appendix PA114! Appendix E PA 123 See PCA' PA 114 Appendix E ASTM A 5 5 PA 111 1 . 5 Product Control No.: 96.0318.02 Product Descriptiort Corrosion resistant; ring shank nails. Corrosion resistant. coated. coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Corrosion resistant bronze, aluminum. stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Galvanized steel valley flashing Galvanized steel drip edge #ran Zuloaga • Manufacturer generic generic Bermuda Roof Company, Inc. with current PCA Polyfoam Products, Inc. with current PCA generic generic generic Test Acencx The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. Tho Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Testwell Craig Laboratories �4c Consultants, Inc. TEST REPCRTS Test identifier 25- 7205.4B 25.7205.4A 94.156 -2 94.156 -1 Project: 07.07 -00 -91 (307023) Lab #MK -1 Alberto Ramire2 Product Control No.: 96.0318:02 Test Name/Report i Static Uplift Testing 04/95 PA 102 (Two Nails) Static Uplift Testing PA 102 (Two Screws) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Driven Rain PA 100 Physical Properties ASTM C 1167 Franc Zuloaga Pr t !Nv 04/95 0 08/94 09/94 08/96 Deck Type: Deck Description: SYSTEM D: Slope Range: Underlaymeat: Roofing Tile: Comments: a SYSTEMS (CONTINL ED) Wood, Non- insulated New construction 1A / „” or greater plywood or wood plank. ' Mortar Set or Adhesive Set Application 2 ":12" to T':12" Note: System D is only acceptable In this slope range. Product Control No.: 96 0318.02 Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #S.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, is /,;" plywood is an acceptable substrate. • u oaga ,.. 1.... ;• .._ I n;. Product Control No.: 96. 0313.02 - SYSTEM LIMITATIONS The standard minimum roof pitch for Ladrillera Santafe's "Santafe S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanica 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 'tiiized shall provide a minimum characteristic resistance load greater than or equal to the requir uplift resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Ladrillera Santafe "Santafd S" tile profile has been tested for static uplift performance only, there£ re, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done a an 'Uplift Rased System' For mortar or adhesive set tile applications, a fle static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. For mortar set tile applications, 30/90 hot mop ed underlayment applications may be installed perpendicular to the roof pitch unless stated othe ise by the underlayment material manufacturer's published literature. 6. All tiles shall bear the imprint or identifiable narking of the manufacturer's name or logo for identification in the field. Applications for roofing permits shall include a' completed Section 11 of the Uniform Building Permit, a copy of Ladrillera Santaf6's current specifications and details, a copy of this Product Control Approval and a copy of the Product Cont 01 Approval of any Roofing Component used in the proposed tile application. Reference shall b made to appropriate data for the required fire rating. 5. The applicant shall retain the services .df a Dada Courtty certified testing laboratory to maintain I quality control in compliance with the South Florida Building Code and related protocols. 9. Any amendments to these provisions shall be in cgrnpliance with Sections 203 and 204 of the South Florida Building Code. 1 Frank Zuloaga Plans Examiner, Product Control Div. 10•'11/96 FRI 09:U9 FAX 335 3726339 Santafa S Clay Roof Tile t>wu ravviA,1 %,v0Aw. DATA FOR ATTACHMENT CALCULATLOHS Table Average Weight (W) and Dimensions (lx w) Tile Profile Weight-W (lbf) Length - 1(feet) Width -w (feet) Santafs S Clay 6.60 1.50 0'96 Roof Tile Table 2: Min mum Characteristic Resistance Load - F' (lbf) Tile The Minimum Characteristic Profile Appiicatipn Resistance Load (lbf) Nail -On Sy tem Two Approve Nails' Nall -On System One Approved, Screw Mortar Set I y Adhesive;Set 85.10 The two nail holes shall be located at 2.5/16" and 2" from the head and 2.518" and 2 -5116" from the interlock edge, respectively. I 2 The screw hole shall be located at 2. 5116" from the;head and 2 -5/16" from the interlock edge. Minimum 3" headlap. I I 10 Product Control No.: 96.0318.02 31.00 26.50 33.60 • PROFILE DRAWING LADRILLERA SANTAFt "SA Aft S" CLAY ROOD TILE • Product Control No.: 96- 0318.02 . Santafe Tile Corporation (.adeillzra Santafe 8ogota; Columbia ACCEPTANCE NO.: 96- 031 .02 APPROVED EXPIRES •' . . ' :► :►1 •►1 •. Product Control No.: 96- 0318.02 Oetnher 10. 199e October 10. 1999 1. Renewal of this Acceptance (approval) shall be 4onsidered after a renewal application has been flied and the original submitted documentation, including {est supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permane tly labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product ontrol Approved ", or as specifically stated in the specific conditions of this Acceptance. 3, Renewals of Acceptance will not be considered itt a) There has been a change in the South _ lorida 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 saute product (identical) as the one originally approved: c) lithe 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, used 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 endotlsement of any product, for sales, advertising or arty other purposes. 6. The Notice of Acceptance number preceded by the words 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 swings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspectinn at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any sectlonr of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 12. END OF THIS ACCEPTANCE uloaga Plans Examiner. Product Control Div. Exterior Research & Design, LLC Trinity Engineering Roofing and Waterproofing Consultants Roof Systems Analysis and Design ;10.24.97 — VIA FAX AND OVERNIGHT MAIL Mr. Daniel Bernal Santafe Tile Corporation : 10302 NW South River Drive, Bay #I6 Medley, Florida 33178 fAX: (305) 888 -0050 iubject: Santafe Tiles as a Moment Based System Dear Daniel, As requested, we've completed an analysis of static uplift data for Santafe's mortar set, adhesive set and mechanically attached tile systems ( Santafe S and Santafe Royal Low 5). The analysis entailed review of existing static uplift data, completed under Protocols PA 101 and PA 102 by the Center for Applied Engineering, and conversion of this data from iplift Based System data to Moment Based System data. :This conversion is based on load placement at the time of resting and Toad placement criteria in the subject Metro -Dade Protocols. i The subject CAE test reports are: Santafe S Tile: Royal Low S: Data generated in this analysis includes R Moments Due To Gravity (Mg) and Attachment Resistance Expressed 4s A Moment (MO). Analysis and results for each tile using each method of attachment are summarized on the attached srreadsheets. This static uplift data in conjunction with the aerodynamic multiplier data provided in my letter of 10.02.97 comprises all d necessary for analysis of Santafe S and Santafe Royal Low S tile systems as Moment Based Systems. I have compiled this information on pages 2 of this letter for your convenience. Should you have any questions, kindly contact the writer. Your sincerely, EXTERIOR RESEARCH & DESIGN, LLC. TRINITY ENGINEERING' Robert Mills for the. firm Adhesive Set: Mortar Set: Nail On (one screw): Nall On (two nails) Adhesive Set: Mortar Sec Nail On (two nails) 94 -156 -2 94 -156 -1 25- 7205 -4A 25. 7205 -4B 94 -154 -8 25- 7205 -1 94.156 -9 Colin Murphy, RRC Main Office: 1000 Lenora St • Suite 401 • Seattle, WA • 98121 • Plx • 206-467-0054 • Fax: 206 - 467.5840 Laboratory: 600 West Nub • Seattle, WA • 98119 Emair!' ExDies4Cc nezam • Ferl ID: 911691951 G: lclients I SANTEFE I PROJ4571 \ 1r 1024974)A- DATA.FOR ATTACHMENT CALCULATIONS MOMENT BASED SYSTEM Table I: Aerodynamic Multi tier 7� (t • Tile Profile _ Nail -On, Direct Deck Mortar or Adhesive Set ' S antafe S 0.34 0.31 — I Santafe Royal Low S 0.32 0.29 Tile Profile ;Santafe S 'Royal Low S Tile Profile lantafe S oval Low S Table 2: Restorin Moment Due To Gravity — Mg (ft -Ibf) 2:12 3:12 4:12 5:12 6:12 4.9 4.8 4.7 5.1 ' 5.0 4.9 Table 3: Attachment Resistance Expressed as a Momen _ t - Mf (ft -Ibf) Two Approved One Approved Mortar Nails Screw • Set 21,8 • ' 18.4 23.6 . 14.2 . • N/A 48.6 4.6 4.5 4.8 4.6 Daniel Bernal - 10.24.97 Page - 2 7:12 4,4 4.5 Adhesive Set 61.9 89.0 Expires: 06/19/00 Approved: 06/19/97 1 PRODUCT CONTROL NOTICE GS Rooting Products Company, Inc. 5525.MacAuthur Boulevard, Suite 900 Irving, Texas 75038 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 manufacturers plant for qualir conuol 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 r. Acceptance No.: 97- 0520.01 Revises. No. 95- 0502.04 • THIS ISTHE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE 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. Internet mail address: postmaster @buildingcodeonline.com erg , Sr • METROPOLITAN DADE C i i �f ., . :fie,'. Ovny FLORIDA'; ;;; 9'"" '. METRO -DADE FLAGLER•;,Btj .1LOIIVG 1 BUILDING CODE COMPLIANCE METRO.DADE•FLAGI_ER BUILDING`,':x;� 140 WEST FLAGLER STREET, SUITE 1603.; i MIAMI, FLORIDA 33130 - 4563 (305) 375-2901 FAX 005) 375-2908 PRODUCT CONTROL (305) 375 - 2902:. >'; ' FAX (305) 372 -6339 ' Raul Rodr uez Product Control Supervisor - es 1 ger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Applicant: CS 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 -Type: SBS /APP ROOFING SYSTEM APPROVAL System Description Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 .. (803) 744 -7451 • : 1 J1' 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 restilt.of years ofinanufacturing experience and product development and have been proven by years of experience 'in' the •construction' field. GS offers a variety of approved' insulated'and . nori = insulated roofing systems. For detailed system constructions, refer to the following publications: ; 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. ran • uloaga -Plans Examir roduct Control Div. • .Insulation Types Fibrous glass Per lite • •- 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.: 4 ;7 - 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. • uloaga-Plans Examt ct Control Div. Wood Deck System Limitations: A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be. installed on plywood decks as an option. 2 Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the base sheet, a ply sheet of ASTM D 4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20- 401bs./sq prior to installation of membrane. 29 Product Control No.: 97 - 0520.01 ' • • uloaga -Plans Examin , ' ••uct Control Div. Product Control No.: 97-0520.01 GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312, type 11I or IV requirements and approved by applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. $ All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA 111 and the wind Toad requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. All details shall comply with the provisions of the South Florida Building Code. 1 0 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA 105(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may 'submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA 105(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. 1 1 Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. lf:F', as tested, is less than 275 lbf., insulation attachment shall not be acceptable. 13 Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(A)(3) of the South Florida Building Code. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with the provisions of M�ii�Si►i ; ; ;: ° .. Lion Standard PA 117. 30 4 , fir~ ' aga -Plans uct Control Div. 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re -covery applications, prior to.the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA'I34 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code for the roof in question. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Subsection 3401.10(m), (n) of the South Florida Building Code. 1 7 Roof goods shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with ro riet adhesives may be used prior to the application of the insulation layer. p p �' or approved 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 3I Product Control No.: 9 0520.01. uloaga -Plans xam , ' ••uct Control Div. CS Roofing Products Company, Inc. 5525 MacArthur Suite 900 Irving, Texas 75038 ACCEPTANCE NO.: 97- 0520.01 APPROVED: June 19. 1997 EXPIRES: June 19, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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: "Metro -Dade County Product Control Approved ", or as specifically 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 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 sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro - 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 32. END OF THIS ACCE 32 nurr Product Control No.: 97- 0520.01 roduct Control Div. Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non- insulated Deck Description: 19 / 1 ." 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 -1 Glas Base. Flex -I Glas FR Base or GS Poly SMS base mechanically fastened 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- I -Glas Base, Flex-1-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 Ibs./sq.. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply slieet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet Surfacing: (Optional) Install one of the following: 1. 400 IbJsq. gravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application rate of 60 IbJsq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 %] gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 27 • • Product Control No.: 97- 0520.01 Frank Zuloaga -Plans Examiner, PP oduct Control Div. - ROOFING SYSTEMS (TGFU)-- Continued Membrane: )ne layel "Flintlastic GTA (•3 se or -1 sq), GiS' (modified bitumen), heat fused or "Flintlactic CMS'. hot mopped. Surfacing :, APOC "No. 212 Fibrated •Aluminum', at 1-1/2 gal. 100 sq/ft. oeck: NC • lnclInei 3/4 Vapor Retarder (Optional): Type GZ 'Glasbase base .sheet or UL Classing° vapor retarder, Insulation (Optional); One or more layers or combination of the following: Ultragard Premier, polytsocyonurate, pettier. glass fiber or wood fiber insulation. Rasa Sheet: One layer of Type G2 "Gtasl:ese" base sheet. Membrane: One layer of "Fctntlastic STA (modified bitumen), heat fused. Surfacing: Karnak 'No. 97 Flbrated Aluminum ", at 1 -1/2 eaL per 100 gjtft. Beck C - 15/32 Incline: 1/2 Insulation (Optional): Schuller International "UltraGard Premier', polyisoryanurate. wood fiberboard, partite, fiberglass. Isocyanurate, any thickness. . Base Sheet: One or more plies of "Glasbase ", hot mopped or mechanically fastened: Membrane: One ply of "Flintlastic FR' (modified bitumen), hot mopped in place. Deck: TLC Induce 1/2 • Insulation: Polyisocyanurate, glass fiber. perlite, wood fiber, hot mopped or mechanically fastened, any thickness. ease Sheet: Type 62, mechanically fastened or hot mopped. Membrane: "Flintlastic GTA or STA ", heat Rued. Surfacing: Henry Co. "Henry 520 Aluminum', applied at 1 -1/2 gaVsq. oack: NC. Indira' 1/4 Insulation (Optional) :•Glass Ober, perlite or wood fiber board Ply Sheets Type G2. mechanically 'fastened. •• Membrane: "Flinttastic STA ", "GTA", 'GTA Black Diamond' or 'CIA Whits Diamond ", heat fused. Surfacing: Karnak Chemical Corp. "Karnak No. 97', 1 gaVsq. Deck: NC Incliner 1 Insulation: Potyisoryanuratt glass fiber, perlite. wood fiber, mechanically fastened or adhered with hot roofing sphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: 'Flintlastic CMS", 'CMS Premium ", adhered with hot roofing asphalt - Surfacing: Karnak Chemical Corp. "Karnak No. 97 F'sbratcd Aluminum A phalt Roof Coating', 2 -1/2 gal /sq. 'Jack: C•15/32' Incline :1 'Act joints blocked with 2x4's. Insulation: Glass fiber, perlite. 3/4 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintlastic GMS ", adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. 'Karnak No. 97 F'ibrated Aluminum o sphalt Roof Coating', 2 -1/2 gal/sq. Deck: NC Iodine: 1/2 Insulation: Polyisocyanurate, glass fiber, partite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintlastic 5TA ". "GTA , 'CIA Black Diamond' or "CIA White Diamond', heat fused in place. Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum _Aseliaallt Roof Coating ", 3 gaVsq- Indioa: 1 Insulation (O tiont) Ts7lttr ~'glass.filn_polyurethane, isocyanurate, phenolic combination socyanurate /perlite, po rtthane /pe rwood fiber, any thickness. hot mopped or nailed. Membrane: "Flintlastic STA', "GTA', "CIA Black Diamond', "Flintlastic GTA White Diamond', "CMS', 'GMS -5M', "CMS Double Coverage' or d GMS Premium', heat fused or hot mopped in place. Surfacing: Grundy Industries, Inc. 'at MB Aluminum Roof Coating" at 1r2 Deck: C -15/32 Incline: 1/4 ' Insulation (Optional): Any thickness polyicoranurote, glass fiber or perlite, mechanically fastened, joints in insulation must ba offset 6 in. from joints in deck. sate Sheet: Typ GZ base /ply sheet, mechanically fastened' or hot mopped. Ply Sheet: Type G2 base /ply sheet, mechanically fastened or hot mopped. i Me mbrane: "Flintlastic STA', 'GTA White Diamond" or 'GTA Black Diamond'. Surfacing: Grundy's "al MB Aluminum koof Coating' at 1 to 2 gal/sq. Back NC Incliner 1/2 • Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any cor.ibination, any thickness, mechanically fastened, • . LOOK FOR MARK ON PRODUCT 1// •S .. .� ' Insulation (Optional): Pcrtlte, glass fiber, me ■ , mopped in pace, 2 in. max thidase s. • • • .. :. e�jjY Base Sheet: One or more layers of Type 62 'Flex -i -gla caned or not mopped ROOFING SYSTEN.S (TGFU)--- Continued Base Sheet Type G2, 'Flex- I-Vas FR' or'Flindastic ill Base', mechanics fastened or adhered with hot roofing asphalt. Membrane: - Flintlastic FR -P", "Flintlastic Premium FR "Flintlastic- FR/PG' or "FUntlastic FR Cap', adhered with hot roofi asphalt • .y?, 12 Dock: C- 15/32' Iodine: 1/2 ".I "AU joints in deck blocked •vith 2x4's. • Insulation (Optional): P•:lyisocyanurate, glass fiber. partite. e combination. any thickness mechanically fastened. Base Sheet: Type G -2. mechanically fastened or adhered with hyt r� asphalt n• Membrane: 'Fllntlasac FR-P", 'Flintlastic Premium FR -P".or 'F1in_ FR/P.G r adhered with hot :oofinq asphalt . Y3 IOC tn.�ints 1/2 * : insulation -(Optional): E'S. any thickness. covered with 1/2.ih:; perlite or wood fibe:, met hanicaUy fastened. Base Sheet: Type G2. men hanically fastened or adhered with hot asphalt. •a Membrane: 'Flintlastic Fl -P'; 'Flintlastic Premium FR -P' or 'RI * FR/PG', adhered with hot roofing asphalt. rR 14. Beck; NC Incline•. 1/2 . - Insulation:. Polyisocyanurate.. glass fiber, perlite. wood -fibe combination, any thickr.eis,'mecitanically fastened. •• • ; . Base Sheet: Type G2 or 'Rex- i -glar. . adhered -with. hotroo Ply Sheet — Poly SMS Base Sheet'. adhered with . hot roofing:asp Me "CMS'. adhered with hot roofing asphalt sa e s ;! Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrat.ed::A Asphalt Roof Coating ", at 2 -1/2 gaVsq. 5. Ueda NC Iodine 1 /4 +;� • Insulation (Optional; : Polyisoryanurate. glass fiber, perlitejwo any combination. any thickness, mechanically fastened or adtie hot'roofing.aspltalt c; Base Sheet Type G2 or• "flex -i- glass, mechanically fastened'o, with hot roofing asp salt. _ ':r`r: Ply Sheet (Optional): Type G2 or 'Flex- i- gtas', mechanic 4r,� 14'x•: adhered with hot rolfing asphalt :•• ' '� ::+ -re• ' Membrane: "Flintla! tic Ghl5 , '6115 Premium', adhered with hoel 1 .' Surfacing: Asphalt Products Oil C.orp. "APOC-400 Sunbritel•;i .' ri;;47:: Glass fiber, pertite, 1 in. m insU �;t' : f , ? 6. Beck C -15/32 Insulation: offset 6 in. from j in deck, mechanically r '. J y fastened.. r r• r . • Base Sheet Type G2 or "Flex- i -glas "..mechanically fastened fix 1 , ' with - hot roofing ; sphalt :�.ur • y ,f r;•;;,, Ply Sheet (Opt Type G2 or "Flex- i -gtu ". mechanically.. M . adhered with hot roofing asphalt. : r ;•a'r Membrane: 'Flin'lastic CMS', *CMS Premium', adhered witlitho .ii.i asphalt •' ^ -• ' � 1 : :4i Surfacing: Asph;.lt Products Oil Corp. "APOC-400 Sunbrite'J" ' J 'fi . Deck: NC Incline: 1/2 . '.. Insulation (Optional): Polyisocyanurate perlite.' glass fi fiber, any thickness, mechanically fastened or hot mopped... 4 i Sheet One or more layer of Type G2 or "Flex i-glas • fastened or hoc mopped in place. •:+c:a Ply Sheet (Optional): One or'more layers or Types 61, 62' mechanically fastened or hot mopped in place. . • »• i...;' GTA', 'GTA Blade Diamond', 'CIA W or 'STA ", haat fused. Surfacing: Karnak Chemical Co. "No. 97', applied at 8. 0 eels NC "• ' ladinc• Ply her�l 4D lion l).ed in : ne o lace. :r more layers of Types 61• or "Poly Shi Base Shee mith fastened or fiokiDap Membrane: "GTA', 'GTA Black Diamond', 'GTA Whitt:'Diam (teat fused . • • • st. 1 Surfacing: APOC No. 212 Aluminum Coating,•appliedra 19. Deck C - 15/'2 Ind -;:Y• lne:1/2 • Insulation: Glass fiber or perlite. min 1 in. thick meth or hot mcppcd in place. •• aase Sheet. Type G2, "Flax- I -GLas' or "Flex- I•Glas FR Bas f••stanad or hot mopped in plats. . : „ Membrane: 'Flintlastic FR -P', - Flints stic Premium FR ;i'''os •- r i FR/PG', tot mopped in place.: • 20. Dodo NC �'�' • Yndinc 2 . ,.��• ;t"'S ?�a, ?r; Insulation (Optional): Pertite, glass fiber. polytirethen phenotf. combination isocyanurote /perlite. potyureth fiber, a ry. thickness, mechanically fostuned or hot moo' • Base Sheet .Rex -I -Glen FR Base', Type G2 or "flea -T -GL fastened or hot mopped in place. 4 dfir • Hernbr FR.P" ?I. Deck C -' lnsula or hot Base Memb pact C• rnsuL� combf must Base roofir' Base with Ply ' Bass Men 7fp (Sect lnsl Fag Bas adh gal, ,.. 'f ail • 9j Mr Co Square Ft.�' -O PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 10201 -19 Job Address Legal Description /:[ /3 tr /y Owner / Lessee / Tenant G !/e /ter Owner's Address Signature o wner and /or Condo President Date: /q 4S Notary as��"�-r and /or Condo Pr sid My Commission Expires: ,e /— /. 1,7 F1e s / Contracting Co. J4 (>4..4.0 /tGr� 6 .46, Address 4/00 'Y gl /,e. Qualifie h2 /t //c a SS #t Phone /'�� -3d S'- Loki-10o doefi -J State Ok 9/'/ 1 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION £ AL, " "4-/ 6 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 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 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 done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1P aY PV OFFICIAL NOTARY SEAL O CRESENT MARRIOTT 2 1 � * COMMISSION NUMBER CC202129 MY COMMISSION 47 XP. e kFtO *JUNE 2 ** * * * * o FEES: PERMIT 3 C�. RADON C.C.F. APPROVED: Fire Zoning Buildin Estimated Cost(value /Jed-4;© ! Notary as of act My Commission Expires Mechanical Plumbing Tax Folio // • .? Z vG y o Master Permit # 7,378y5,4= Phone azure of Contractor or Owner- Builder Date: 9 L LLL. OLUokl i'IVIA��OGL CRESENT MARRIOTT i , COMMISSION NUMBER +;n^ < CC202129 9l 6 MY COMMISSION EXP. OF FL° JUNE 26.1996 * NOTARY TOTAL DUE ?' Other Electrical Engineering BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the appro\•a1 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. F7 i J O HS JUT ?U Data.._ ._. . • ,9 ' Owner's Name. and Address No._. _ S q e � Ale /01 • ST htigittivild Alhkl(i ( alit!//t1F khtiliet!i:i,. 1 u„• :!•11. uaituuwiu ultuualinuwiutlauli NNitiffilllittfillilflilit N.: It1LatUMIIMtHtiittitHilitNtiit dittfiiiititki►NiN Name and address of licensed contractor...... ►12Uzff .. UOr NG Cd: /iv l - — Id/ .�/w ` ». ., /Y/fM Location and legal description of lot to be built on: Lot.. ..... Block. Street and Number where work is to be done State work to be done and purpose of building (by floors) � E - /e0OF , 0 Tf`E _... .1:q3 / -?Q / 51fINC-cE I//.E and for no other purpose. New Building Remodeling Addition... Repair..._........ ✓ ...._ No. of Stories.. —. 1 To be constructed of .— Roof Covering _SS /N JIE Estimated Total cost_of improvements $ ,lip ;. — _Amount of Permit 7, 00 Zone cubage required .Plan Cubage. Remarks.. __ - -• - Chairman .._. Member ..._ Member . Council Approved Disapproved D (Signed) �� Building Inspecto MIAMI SHORES VILLAGE Subdivision NE /0.- Kind of foundation..__...... 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 Sec ;ion 5966, Compiled General Laws of Florida, Pennanent 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 s • subcontractors, on work to be performed under thus - permit, as are licensed by Miami Shores Village. (Signed) STATE OF FLORIDA, COUNTY OF DADE. j u• 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. G} Permit No. / " Date. Y=.1:-..24. N_? / Read, Sworn to and Subscri bed before me. -t- Notary Public, State of Florida My Commission Expires. NNINC BOARD_._ -- DATE Member Member Member - - ..... _... _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 kern the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for Inspectiop oe faulty materials and /or workmanship. • • 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 ' .f •