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80 NE 94 St (10)MIAMI SHOR S VILLAGE BUILDING .° k ?ARTMENT 305- 795 -2204 Building Inspection Request Date ,-G ►r reviC, Type Insp'n ) L- 1lin Permit No. Correction Re- Insp'n Fee Name ►X12Q_, O'C Address Company Phone # ail} 1 Inspection Date �1 } 1 Q$ u ice-0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time o- Type Insp'n _ ..?3 Permit No. :C) Dr Name C. --(; , -�- Address 1 `ice company 1— e Phone -3 D For Inspec or: 05—)Name & ,1 � Approved \ l\ . Ef‘ ..– Correction ❑ Re- Insp'n Fee ❑ Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address Company Phone # For Inspecto Name & D.te Re- Insp'n Fee " a1A, rte,03 o MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305.- 795 -2204 Building Inspection Request 5 v t t Date Type Insp'n Permit No. . / / - L tP AT Ole ek Name GLJ4 ^ Address — 4 ^ Company Phone # Appro For Inspector: Correction Re-Insp'n Fee ❑ 2003 - — r 0 cf-t- Th_jr �� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit No. Name Address FO /V ( q: V l - Company Au), �(z, i�CJ�.p /2 Phone # For Inspector: o Approved / Correction Re- Insp'n Fee b 0 (`,> Na to l MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Address - Company Phone # For Inspect Appro e / Correctio Re- Insp'n Fee 2o s Name & Date Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1847 Printed: 10/29/2002 Applicant: AUGUST Owner: WOLFE JOB ADDRESS: 80 Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060130300 Signed: Signed: NE 94 Legal Description: Building Permit WOLFE AUGUST ST Permit Status: APPROVED Permit Expiration: 4/27/2003 Construction Value: $14,000.00 Work: REROOF TILE TO SANTA FE TILE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. (INSPECTOR) BY: (Contractor or Builder) BY: Page 1 of 1 MIAMI SHORES VIL AGE NOTICE Owner is .Responsible for Maintenance of Contractor's Address: 10221 SW 16 Village Sidewalks as per Village of Miami S ores Code of Ordinances, Including Driveways, Caused By Current Construction Acti;i:ies. Fees: Description Amount FEE2002 -6112 CCF $8.40 FEE2002 -6113 Building Fee $292.50 FEE2002 -6115 Buildier's Bond $300.00 Total Fees: $600.90 Total Fees: $600.90 Total Receipts: $0.00 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, serva t or employees. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. REG C01 103102 1047 MCU01 002430 CASH $600.90 'EMT NO. TAX FOLIO NO. ;TATE OF FLORIDA: : OUNTY OF DADE: 02R675. 766 2002 OCT 31 09 :15 HE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with :hapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. . Legal description of property and street address: tr i • Description of improvement: i.' . Owner(s) name and address: Iterest in property: ame and address of tee simple titleholder: Lender's name and address: / Section 7 13.13(1)(a)7., Florida Statutes, ame and address: ON. IHE'JOB SITE lVo`fc of COMMEAJ int Owners Name Al QT, I otary Public int Notary's Nam y Commission E 1 usr Contractor's name and address: _1-4 .y . t ` pQ /,9 -�y,,J z i � �r�M. � Ic�L I T � 33e6C w � Tc: Surety :(Payment bond required by owner from contracto', if any) ame and address: mount of bond S Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided r In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ection 713.13(1)(b), Florida Statutes. ame and address: Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a tterent date is specified) piceS NOTARY i'L No�ary Se vies & Bonding, Inc. i, 030 FW moo NC 9 � 7. 57 . Nom to and subscribed be ore me this f `/ otQdr6ti s h a r.eS re 3 3(.3 7 7 A / 1 STATE OF FLORIDA, COUNTY OF DADE $ HEREBY CERTIFY that this is a day original filed] t •Rice on ,AD20 Seal. uit and County Courts D.C. WITNESS my hand and Office HARVEY RUVI By T. too /4 4 g F a T INSPECTION Address: £ Q �71" . 5r—. i -Ki 54 f Prepared by: )rc c ° L • I� nl TL o-L) -I Sw (‘ sr- ` 3 3i4 12301.52 V93 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it'jiertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as- part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. CI;s 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. CO 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zoi es)'of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. _ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Ck " 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inter' of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Date :ntractor's Signature OD OCC NIC- 14mp'LOCALS- 1NTemOSECTIO\ 13:1.duc Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PE RMIT APPLICATION FORM AND . ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: I Roof System Low Slope Application Prescriptive BUR -RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Required Sections of the - Permit Application Form A,B,C A,B,C A,B,D A,B,D Attachments Required I See List Below 1,2,3,4,5,6,7 4,5,6,7 1,2,4,5,6,7 1.2.3.4.5,6,7 1,2,3,4,5,6,7 Wood Shingles and Shakes Other I As Applicable 2. 4. 5. 6. 7. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings A,B,D ATTACHMENTS REQUIRED: Fire Directory Listing Page 1,2,4,5,6,7. 1,2,3,4,5,6,7 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Component Notice of Acceptances Municipal Permit Application Owners Notification for Roofing Consideration (Re- R oofin g Onl Any Required Roof Testing /Calculation Documentation Master Permit No. Contractor's Name Job Address ROOF CATEGORY ❑ Low Slope [] ❑ Asphaltic Mechanically Fastened Tile ❑ Metal Panel /Shingles Mortar/ Shingles Wood Shingles /Shakes_ ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re_Roofin 9 ❑Recovering 0 Repair ❑'maintenance ROOF SYSTEM INFORJVfATION - Steep Sloped Roof Area (SF) Total (SF) 3 ( Sketch Roof Plan: Illustrate Sec levels i B on .(Roof Plan scuppers and overflow drains. Include dimensions of sections scuppers, identify dimensions of elevated pressure zones and location of Peers, overflow parapetnd, levels, clearly ; .._ - .. _ •- I parapet. `�r.�•��:: Low Slope Roof Area (SF) veioc Hurricane Zone Uniform Permit Application Form. Section A Zo General Information Process No. L3 • i I Roof Slope: 12 rierida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section D Stee• Slo•ed Roof S stem Roof System Manufacturer: ""z \L�. p2� Slow Notice of Acceptance Number: o o — \ Z Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculatio ns P1: '. P2: 29 .oa P3: 2y. Maximum Design Pressure From the NOA S • ecific S stem : v c t , s . Method of tile attachment: Ridge Ventilation? Stee• Slo • ed Roof S stem Descri . tion Deck Type: &5- ype Underlayment: Insulation: Fire Barrier: W o d •/� Fastener Type & Spacing: \Adhasi•JP Type ype Cap Sheet: Roof Covering: Type & Size Drip Edge: I va fl 0 fit, L -::'- 1 I ice 25' S0' 40' 712.2 38.2 39.7 36.0 37.4 - 39.8 33.8 35.1 - .37.3 31.6 32.8 34:9 29.4 30.5 '32.4 27.1 28.2 30.0 1 Floridg E)uilding Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. • Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: t i (o. -xJl 2'4 = . 13.813 ) -M Z g: S.� = I\Ir�.. NOA M( (P2 :1 00.6 x11 = -Mg: .g7 = nl r z 2 1 . (P :t 00. , x Z°! ,� = 2y 84 NOA M - iV lg: ��' =11a NOA M Method 2 `Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M Mean Roof Height Roof Slope y, 2:12 3:12 4:12 5:12 6:12 7:12 M Required Moment Resist 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 • 32.2 30.1 28.0 25.9 a *Must be used in conjunction with a list of moment based tile systems Broward County Board of Rules and Appeals. endorsed by the For Uplift based tile systems use Method 3. Compared the values for Ft.with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: xI: = x w: =_ ) -W: xcosB.• _ NOA x %v: = ) - R': x cos 9.• = Frz: NOA F' (P3 : x l: = x = ) - w: x cos 9.• _ Fra: NOA F' Where to Obtain Information Description Symbol Where to find r s;gn Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on 1SC.7 7 Mean Roof Height H Job Site - - -- - -- - Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Average Tile Weight Tile Dimensions B M Mr M; F' F, W I= length w= width All calculations must be submitted to the Building OttiLial at the time of .ermit a Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA ication. • 'VS. 9e. `1 LUk k. II—J ( (7rnek. To: ---1-; ? From: Co. I DO G l. ! %'1 .From: .� Co. /Dopy. 3b . 33 - 2I�_ - : rhono: p,,,,,..: uofe: E -Mall: 07/05/2001 14 :37 305ese0050 • tittit I� oADc ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01 /2006 APPROVED: : 02/01/2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.V. South River Drive, Bay 1416 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. SAN1TAFE TILE CORP PAGE 01 MIANTI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 3UIL.DING CODE COMPLIANCE OFFICE ^:mTRo -DAD[, PLACJLER [WILDING 1411 WrIST FLAG'. STRLEI'. _ VIT, 103 MIA :` FLORIDA 33130 -1563 (305) 375. FAX (305) 375 -_9 coNTRAcrolz LIC_ENSlNC sk :e (305) 375 -252 FAX (305) 375.355a CONTRACTOR ENFORCU1EN'r L IVIS1O` (305)37S-2966 FAX (305) 375.2903 rItouucr CONTROL D1vISlO (30'3)375-n02 FAX (305) 1 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under. Chapter $ of the Code of Miami -02de County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the i\4liami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration. date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW' COMMITTEE This application: for Product Approval has been reviewed by the BCCO and approved by the Building Code and Praduct.Rview Committee to be used in Miami -Dade County, Florida under the conditions set forth above.; ,..: Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office D c04S0001 \pc2000\1cemplate :ln•octce acceptance cover page.dee Internet mail addres$: postmasterrbuildingcodeonline .com i Homepage: http : /iw•ww.buildingeodeonline.com 07/05/2001 14:37 3058800050 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Cate :ion Roofing Sub - Category: 07320 Roofing Tiles Materials Clay Roof Tiles Deck Type: Wood 1. SCOPE This renews a roofing system using Santa Fe "Santafe 'S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the valves listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Test Product Dimensions Specifications Description 1 =18" =11.5" 'i" thick 1= varies w = varies varying thickness SANTAFE TILE CORP PAGE 02 Approval Date: February 1, 2001 Expiration Date: February 1. 2006 PA 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. PA 112 Accessory trine, clay roof pieces for use at hips, rakes. ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Manufacturer Tile Screws #8 x 2-VI" long PA 114 Stainless Steel generic 0.130" shank dia. Appendix E 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications. a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA I l2. as.: • hall be submitted to the Building Codc Compliance Offic -Eo. �...t'' �� 1 uloaga. RRC Roofing Product Control Examiner 07/05/2001 14:37 3058880050 SANTAFE TE,E CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 1: Aerodynamic Multiplyers— )(ft Santafe 'S' Tile Profile X (ft Batten Application 0.274 X (ft Direct Deck 0.297 Tile Profile Santafe S Table 3: Attachment Resistance Expressed as a Moment- Mf (ft-Ibf) For Nail -On System Tile Two Nails Application Direct Deck Battens 21.8 One Screw Two Screws 29.16 . Approved screws as noted 'Product manufactured by others' 3 SANTAFE TILE COPP PAGE 03 38.28' One Screw Two Screws w/ Clip w/ Cli� 57.31 57.60 61.77 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Mortar or Adhesive Set Systems Santafe 'S' Tile Profile Tile Application Mortar Set Adhesive Set Attachment Resistance 23.6 61.9 rank Zuloaga. RRC Roofing Product Control Examiner Table 2: Restoring 3 ":12" Moments due 4 ":12" to Gravit - M 5":12" ft -lbf) 6 ":12" 7 " :12" greater Battens or Direct Deck Tile Profile 2 ":12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.35 5.8: 5. ?3 5.69 5.56 5,53 5.32 5.29 5.03 N/A 07/05/2001 14:37 3058880050 SANTAFE TE,E CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 1: Aerodynamic Multiplyers— )(ft Santafe 'S' Tile Profile X (ft Batten Application 0.274 X (ft Direct Deck 0.297 Tile Profile Santafe S Table 3: Attachment Resistance Expressed as a Moment- Mf (ft-Ibf) For Nail -On System Tile Two Nails Application Direct Deck Battens 21.8 One Screw Two Screws 29.16 . Approved screws as noted 'Product manufactured by others' 3 SANTAFE TILE COPP PAGE 03 38.28' One Screw Two Screws w/ Clip w/ Cli� 57.31 57.60 61.77 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Mortar or Adhesive Set Systems Santafe 'S' Tile Profile Tile Application Mortar Set Adhesive Set Attachment Resistance 23.6 61.9 rank Zuloaga. RRC Roofing Product Control Examiner 07/05/2001 14:37 3058980059 SANTAFE TILE CORPORATION 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, 6r following statement: "Miami -Dade County Product Control Approved ". 6. BUILDANG PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE 4 SANTAFE TILE CORP PAGE 04 ACCEPTANCE No.: 00- 1212.06 Frank Zuloaga. RRC Roofing Product Control Examiner 07/05/2301 14:37 30588'80050 SANTAFE TILE CORP PAGE 05 ' I SANTAFE TILE CORPORATION ACCEPTANCE No. : 00- 1.212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 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 perrnane.ntly 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 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) 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 subrnittfd, 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 Miami -Dade County, Florida, and followed by the expiration dite may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, thFn 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 bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all tinges. 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 Acccptr}nce contains pages 1 through 5 END OF THIS ACCEPTANCE Frank Zuloaga, RRC Rooting Product Control Examiner 5 CONTRACTOR Name q =s co .--p creed a A-) License No. G G C 0 04‘76 --- y ., Address / oz 2/ ,jGcJ s4 vT / 1/l / 51/4 , / r `G- 3 366 r Telephone 30S S Sr - 9y7LFax 2 -7-m, 6. / Fax Qualifier Name r6. L 1 a 4 . .2_40'� v'7Z . ' PROPERTY OWNER Name Ao v b + j r . � 1 .-� Address 8<,23 tN E R 4 + s1 ►'vk, :■( S kolss FF S3 ■30 Home Telephone 30 S 7s - 6 _38 9 s / Business Telephone ,..FjO 5-! - -, S _ 0 8 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment 'Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Apt. City State Zip Folio Number 11-32s* —0 13 0 300 d escription of Work /2 E /'a o f 77 (p f — Q .5.� a�+ Lot 1/Z F &K' /2 5 Block J F' 71 6, Subdivision 'MC JCI►kt $ti01fc PB PG Zoning - � Linear Feet Current Use of Property 5 Square Feet 9 9 ® Units 7 Floors Proposed Use of Property 5r=-A— X Value of Work if / 0 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other • 1. ea q 4 "h S t m ■A inki PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 7 7 F - # �2a ®3 Master Permit No. Subsidiary Permit No. PERMIT APPLICATION 331'30 ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdictioii. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STS_". I R IP : , CQ - r Y OF MIAMI -DADE Si V .,, Print Name ,C Sworn to and subscribed before me this a day of OG� v`" Signature of Notary Public SEAL: State of Florida ELIFA BONILLA MY COMMISSION # DD 011888 AsIke'aducixEm illfiicatio t . Ai'A}9 JO1ARY FL Notary Service 85onain `. Type of Identtficagon.l5coduced: PERMIT APPLICATION STATE * -• Apr Aie Si Lt Ti Contractor / Qualifier OUNT 1 I I -DADE 5eia /1 �v Print Name Sworn to and subscribed before me this Pei day of atu Signature of Notary SEAL: _ Personal! blic - State of Florida .} ELIFA BONILLA ri"'1• MY COMMISSION # DD 011868 y��a EXPIRES: March 25, 2005 "( la otOtvgragiu6644494.fi tion Type of Identification Produced: ELECTRICAL Tl Minimum Fee O . i . l , ' Dryer QTY mg.: Outlet, Appliance Om . . i , I , ; Service Repair ,)T1 A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TV QTY. Minimum Fee TYPE Q'l'V. Condensate Drain TYPE; Generator Q'F'Y. TYPE qrl. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTV. 'T'YPE Miscellaneous Fixture QTY. TYPE Soakage Pit Q'fl. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinlder Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official / Page 4 OFFICE USE ONLY CHECKLIST O OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review Notary $D94,s $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: ( x ¢ . x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 0© CONDITION OF Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL G (305) 795 -2207 FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1-18-96 Job Address 80 N. E. 94 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Kathy B i r k o f f Master Permit # 595 Owner'sAddress 80 N.E. 94 Street Miami Shores Phone 756 -5491 ContractingCo.Ouality Roofing Contractor, Tnn 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, mop on with hot asphalt 1 layer of 901b. ASTM felt, install metal eave drip and valley metal where required, and install Spanish S Ti1P mortar sPt approved. Flat roof with modified bitumen. Square Ft. 39 s q. Tile 6 s q. Flat Estimated Cost (value) $ 14,500 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. Signa of owner and/or Condo FEES: PERMIT I15 RADON APPROVED: Zoning Mechanical sident Date Building Plumbing a - 91 Notary as to t er and/or Co }�e - - � , RYI RNANDEZ My Commission Expires: ' ., F' MY COMMISSION N CC 324212 'a ' EXPIRES: October 10, 1997 o; ;''' ' Bonded Tin Notary Public Underwriters SS# C.C.F. l NOTARY TOTAL DUE 913( Address 751 N W 99th Street Notary as to Co (if actor or My Commission Expires: Electrical Phone 751 -0382 Signature of Contractor or Owner- Builder . Date 1 u1 1� _ f�T Mlt "YLC�! > >�it , r16' e;n ...Ye .! MY COla:o_ ;10!.: _ ;: :;24212 EXP' w C:,:' 4 r i0, 1997 Bonded Thr., ;:a :: ; ;i .';:c Undenvrlters Engineering STATE OF FLORIDA, COUNTY 0.= DADE t HEREBY CERTIFY that this is a true o of rho origina:f:Iod in this offer on W.TNESS my h HA ;WE : By NOTICE OF COMMiNCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 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: 80 N .E . 9 Street 2. Description of improvement: Install new Tile and Flat roof . 3. Owner(s) name and address: Kathy Birkoff Interest in property: nwnPr • 6. Lender's name and address: N/A nd County Courts ®.C. 80 N.E. 94 Street Name and address of fee simple titleholder: N/A 251 N.W. 99th Street 5. Surery:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 Miami Shores, Florida 4. Contractor's name and address: Quality Roofing Contractor Inc. 96R097 122 1996 MAR 07 09:21 331 38 Miami Shores, F1 nri da 3'11 'R Miami, Florida 33150 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: 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) Signatur ner ,L \ Print Owners Name K if L 1 >N G I R )107 y Sworn to and subscribed before me this 2.9 day of F_P Notary Public Print Notary's Name My Commission Expires: •r n 1!1 V ��. �lr MY COMMISSION N CC 0212 EXPIRES: uctober 10, 1957 Bonded Thru Notary Public Under,V 1ters Prepared by: Carlos Arocho Quality Roo i nc3 .on ra - or, Inc Address: 21 tv ,..W _ 99 Street Miami, Florida 33150 123.01.52 2/93 Job Address: go f3 ,E. SIreef Contractor: Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Type Size in i Soffit: Type(p i ' y O Size _L4214 in' orl � Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Job Address: �O {l . E . S'( Mortar or Adhesive Set Tile Systems Page - 4 Contractor: Ridge Venting: (tram/scab/0 Dcck: Type: - b.) O O Thickness: 1 1(I a Underlayment: 3 01 b . A.Sfi µ 7 Fawner: Underlayment t 1 . Fastener: 1 / d 1 r ,, , x5 I'IAnK— 12" FILL IN APPLICAI3LE ROOFING COMPONENTS WIIICII MAKE UI' TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SIIOWN ON THIS PAGE. ( Where Roofing Component not uscd in Tile System Assembly, fill in with "N /A ". ) Head Lap Dimension: „2V,e " (minimum 2' unless otherwise specified in the tile system assembly Product Control MprowO Mortar /Adhesive: T:1 1 C_ )-, I-t 3' 1 Tile: SQ(ntiist S Clc 111-1-ti.sc, T IL Tile Fastener: Edge Metal or 9utter Fastener: I 1 /42 . f ; r.s S 11 a.4,1— nct; IS Bird Stop: Of applicable) Edge Metal or Guttcr: or Proposed / enting: (; " /5f0' - vl�'' /O 46 3400 . /So z4 DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. { C o /7 Process No. Job Address: g0 1) E. q -/ Sire e Job Address: 0 ►l) . E. N N STS c t Underlayment (continucd): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: 19 / ASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: Manufacturer: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): ❑ Other: Type: Length: Manufacturer: Ridge Height: Eave Height: Roof Mean Height 12 feet / 0 feet / 1 feet BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 ❑ 19" overlap O 6" overlap LIY'4" overlap O 19" overlap O 6" overlap O 4" overlap Lid" Mineral Surfaced Roll Roofing with: ❑ 19" overlap ❑ 6" overlap V4" overlap Check one of the following which apply to the proposed underlayment attachment: • Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1' / tin cap: Length: l i / y " Manufacturer: Contractor: OW, �� Po j 0 . Contractor: Mortar or Adhesive Set Tile Systems Page - 3 Exposure Category: Classification Category: Basic Wind Speed at Building Location Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground Level Type: Dimensions: 110 mph Field: L2. " o.c. Type: Manufacturer: Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) (' At Ilurricancc Occanlinc?: Y ✓N C_ oct- q4 rocess No. Spacing (per tile system assembly Product Control Approval): Laps: (, " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): er ck v\ rib 'C LL Gauge or Thickness: Finish: C j. 0c„ v‘J z_ C Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: d Flashing Cement: A SrntA 1'3 t-i S "fib G Gv� Job Address: W Il), E. 11-1 Si Project Information (continued): If the proposcd undcrlayment is sclf- adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Tile: Tile Name: Manufacturer: Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri m, nk, corrossion reisistant nails)? no no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile Ma rial: Clay O Concrete O Other: Product Control Approval Number: Mortar or Adhesive: Job Address: g O '.) , r , c 1 LI sr. -SG Sean Te ccaccri-k IVAA.sc. "r; le Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhcsivc Set Tile Systems Page - 2 Contractor: Qi,t y"f h / r" Process No. Contractor: caL Mortar or Adhesive Set Tile Systems Page - 7 Ud Mortar: Manufacturer: erer icki: Mixing Ratio: 3 I O Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses and is less than or equal to 7 ":12 "): Check one of the following which fasteners (for the first three courses) system assembly: O Minimum 12 ga. galvanized roofing nail: O Other: Type: Length: C7N /A Underlayment: Length: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: if roof pitch exceeds 5 ":12" apply to the proposed tile for use with the proposed tile " Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is Icss. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. otti t(%Process No. Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) Job Address: 'O A) E. I Li ST The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared ('rte,' I of h f i0c „ who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed 199( % . Job Address: O 10.E. 9`/ S T Il. General 2. Documentation 123.01 -158 My commission expires: 1 � —��v Licensed Contractor / Owner Signature before. - ieANs,._ • . _ , �// 4':� % "''' MARYIOU HERNANDEZ ( r. ?.. MY COMMISSION # CC 324212 EXPIRES: October 10, 1997 c - Bonded T m, Nosy Public Underwriters No 1ryPublic State of Florida APPENDIX METRO -DDADE UNIFORM BUILDING PERMIT SECTION II MORTA 0 ': ADHESIVE SET TILE SYSTEMS The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. All documents attached herein, filled out and completed in full. 3. Project information Check one of the following: 0/ New Construction g Re -Roof Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: 01A.� / T Y (1-0 r) ' I Mortar or Adhesive Set Tile Systems Page - 8 Contractor: a(4/ T RGDl �r J Mortar or Adhesive Set Tile Systems Page - Il ye& no Ale Process No. Process No. Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): O Nominal ''A" Plywood (for re -roof only) O Nominal '/," Plywood Er Wood Plank VG, " O Other (fill in) Roof Pitch (fill ink: ,2 " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/ : ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Ap ° royal for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembly? METRO METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay "Altusa S" Roofing Tiles 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 Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 EXPIRES: FEB 1 4 1997 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES 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 Coun, Florida under the conditions set forth above. APPROVED: FEB ? 9 1995 Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471-5830 1 Product Control No.: 94- 0914.01 Approval Date: Expiration Date: Raul Rodriguez FEB 2 2 1955 FEB 1 4 1991 Test Product Product Dimensions Specifications Description Altusa 'S' Clay Roof 1= 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with ''Y2" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies varying thickness ASTM C 1167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez Product Control No.: 94- 0914.01 Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. ASTM D 312 type III or IV ASTM D 4586 3 Asphalt for bonding a 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 Clashing applications. 1 r Raul Rodriguez Product Control No.: 94- 0914,01 Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92-1116.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Adhesive ( "Polypro® A H 1 60 ") Dimensions N/A min. 12 ga. with 3 / 8 " head min. 32 ga. min. 1 o.d. max. 2" o.d. vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2%A" or min. 10d x 3" min. #8 x 2'/s" or min. #10x N/A N/A Test SpecificationR ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular 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. Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. '/2" width min. 0.060" thick flip Fasteners min. 8d x 11/4" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic 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. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge generic generic Raul Rodriguez s Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Product Control No. 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) 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. si c sth shank nails r Raul Rodriguez Wind Driven Rain PA 100 Physical Propertie ASTM C 1167 Pik Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Roofing Tile: Product Control No.: 94- 0914.01 Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not Tess than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 10 Raul Rodriguez • C. SYSTEM LIMITATIONS Product Control No.: 94- 0914.01 1. The standard minimum roof pitch for "Altusa S ", nail - on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail - on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail - on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System 3. For nail - on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail - on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this 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 Dade County Protocol PA 115 or PA 127. 5. For nail - on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not less than one roofing nail every .1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category I (examination for loose tile) or Category 2 (uplift testing of tile). 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. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodriguez 12 Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altusa Tile'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. Reference shall be made to appropriate data for the required fire rating. 1 1. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriuucz Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 1 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile ' 3 ":12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A L. . DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. Raul Rodriguez Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) ----- -- _. - from PA Testing, Tile Profile .Tile Profile . A. (ft') Batten Application Tile Application Attachment Resistance Altusa 'S' Tile . 0.29 • .. Mortar Set . 24.507 Adhesive Set 66.50 L. . DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. Raul Rodriguez Tabl91: Aerodynamic Multiplier - X (ft') from PA 108 Testing - Tile Profile . A. (ft') Batten Application X (ft') Direct Deck Application Altusa 'S' Tile 0.29 0.31 L. . DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. Raul Rodriguez t . 1 Al l, Ji 'SA PROFILE DRAWING . Clay (loot Tiles DOVE TAIL LOCKS . 1 0" % 7 ALTUSA 'S' TILE Product Control No.: 94- 0914.01 18" Raul Rodriguez Job Address: 8() I), F , qt ST Contracto PERIMETER DETAIL #3: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: .2 t,a Fastener Spacing: 1 o.c. Clip Type: 1)/0 Clip Gage: 0/y- Y� Deck Type: 6.- Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: (14' Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 • Job Address: FO ft) , E , 94 ST I Contractor Sketch Roofing Components which make up Roof System Assembly at any'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 1 ,--- --1 c PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL 116: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Process No. U SF' 0 ,4441 p 1%Y , 3 y / C 1 4.s fe rCod Job Address: W /v, E 9(/ ST Contractor BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page-8 Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert 'W/A" ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y ✓N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROWN D LEVEL Iti /ii feet feet Job Address: SD � r . L T. ContractoraAL } 4j;,. Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified !: itumen Systems Page -5 Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. Job Addressg12 j1. E. 9 ST Contractor s 1;4y 6. 4, Process No. inches 1 inches 1 T inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply: Ail c„1} :c. I P Let, Bonding Material: '-tip f1`yitc k Ply Sheet(s): I oJ Bonding Material: IX) (jJ' r Surfacing: tJ 1 A' ( I If ply describe, ) Fastener: y`5 t bare sheer met attache U ) a - ase S . G` eet: Bonding Material: k7 4- ( if base sheet bonded ) Fastener: tv I Yi (if top insulation layer mech. attached) Top Insulation Layer: ilii V ((( applicable ) Bonding ' Material: Anh (tfrop de non layer bonded ) Fastener: 01 3 (if iruu /anon mech. attached) Insulation: /l) 1)3 Bonding Material: A)/ fl (((4uulation bonded) Vapor Retarder. . f �} C (Uopplicable) Primer. I (ljapplie e DECK: Type: BOO eq. ••C i Gage or Thickness: ` X �o Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 e ict ornzls +6,,e, z co y v 0 1.. O U C 0 U Job Address: Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Contractor Process No. — FOR PLAN EXAMINER USE ONLY — Y N Job Address: gO k ). E . q Li ST, Contractor Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method of attachment ) I. 1• go( � Process No. F 6 s : G F / ac/ered fo b� s LJ ` a p ro,) �t F h A-S T G Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: Insulation: ( Type, size and method of attachment, if applicable ) Job Address: 8'0 13, E . 9 / ST Contractors • �.� Process No. Job Address: Contractor Process No. ( Check one of the following) Recover Re -roof: N/ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: ( Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: l) O o c (Briefly describe) Base Sheet or Ply: erktIctsc sce� +'; n Ch 12 • °e' ( Type and method of attachment) p 1, t, I 0-C• 1Q rJS °f- �e 1.C• Cprne/s 4— p e r / W✓ / Pi s , Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address: 8"O A). F. 9 y ST GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12301 -166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: Contractoraaa7 40(_: -2 Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION 11 BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified ]Bitumen Systems Page -1 F /Gfl ed.l' ecd (rS Aoc ✓ -t ,1:e 9 : 050.2 . fX/ FiZ -� :tETRO•DADE r• PRODUCT CONTROL SECTION (305) 375-2902 .PRODUCT CONTROL NOTICE OF ACCEPT.ANC1, FAX (305) 372.6339 CS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suitc 900 Irving, TX 75038 Your application for Product Approval of Si,S Rnnfin'lllttdiried Rifumcn Roof Svstenls 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 Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Tcsting Company, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florid: under the specific and standard conditions set forth herein. The approval $tall be valid for a period•of three years. The Building Codc Compliance Department reserves the right to secure a product or material,at any tides for a jobsitc or manufacturer plant for quality control testing. if product or material fail to pertonti in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this•product or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The cxpenIc of such testing will be incurred by the Manufacturer. PRODUCT No.: GGG ACCEPTANCE: NO.: S - S ( Revises No.: 94- 0-131.04) Raul Rodriguez - - 0 Product Control Division EXPIRES: 04/17/97 Supervisor - PLEASE NOTE- . THIS IS THE COY>rRSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval •has bccn reviewed by. the Metropolitan Dade County Building Code Compliance D.ppartment and approved by•t c Building Code'Comntittec to be u d in Dade Cot Florida under • thet,onditions.,sct forth above. APPROVED. O6/13/95 't't• • METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER I3UIL.DING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO.OADE FLAGLER OUILOING 140 WEST FLAGLER STREET MIAMI. FLORIOA 33130.1563 (305) 375.2901 FAX (305) 375.2900 Charles Danger, P.E. Director Building Code Compliancc'Dcpartnlcnt Metropolitan Dade County • NOTICFJW ACCIPTANCE. „STANJ)ARf) CDNDITIONa 1. Extensions of Acceptance•may be considered after a new application has been filed and the supporting data. test reports no older than ten (10) years, have been re-evaluated. All reports of re- testing shall bear the scat, signature and date of an engineer registered in thc State of Florida. Any revision or change in thc materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. • 4. This acceptance shall•not be used as an endorsement of any product for sales or advertising purposcs. S. 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. 6. Product approval drawings, where required for permit applications, shall be provided to thc applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints nccd not be re-scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez . Product Control Division Supervisor r .,, r, APRlicnnt: . CS Roofing Products Company, Inc. (MB) 3523 MacArthur Blvd. Suite 900 Irving, TX 75038 Cntegoty! Sub - Category Type' ,Sub -type' is PRODUCT CONTROL NOTICE 01: ACCEPT,NCE ROOFING SvSTE� t APPROVAL 4•... •,.y,r ? • Membrane Roofing System Built -up Roofing Modified Bitumen SBS/APP ' ' ystem Description Contact: ., n: Pat Neuhaus" Commercial District Manager 2966' Bird St. Charleston !Weights, SC 29405 (803) 744 -7451 Raul Rodriguez 2 Product Control No. — 0:050 1 Approval Date: JUN 1 3 tl� Expiration Date: 09/1 • GS Roofing Products Company. Inc. manfuactures 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 ofcxpericnec in the construction field. s .• GS offers a variety of approved insulated and non- insuh}tcd roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Matival" and - "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all' provisions of the South Florida Building Code as well as Underwriters Laboratoriest4?lc., and Factory Mutual Research Corporatiol Tor ~' lire and wind•uplift resistance. • • -'" rrou` GS provides - technical service and warranty.inifot'imation through regional offices. For the South Florida Metro - Dade area, call I - 800 - 777 - 2563. Product All Weather /Empire Base Sheet Flex- I- GIasY'•' Base Sheet Flex- l- Glairm FR Base Sheet Flint;las® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GMS /GMS Prattium • Flintlastic FR/FR -1' Premiuni a, Flintlastic GTA 39'/ = " x 33° 3 "; Roll weight: 105 lbs. (1 square) Flintlastic GTS 39 s / s " x 24'9 "; Roll weight: 92 -- lbs. (V4 square) '1'H.;1o, ' 61} tES _Q,F.T.R0,nv.CTS.NIANUFACTURE:D Olt....... . LABELED BY APPLICANT Pimensin 36" x 72'; Roll weight: 86 lbs. (2 squares) 36 "x 108';' weight: 90 lbs. (3 squares) 39 "x50'; Roll weight 90 lbs. (1.S squares) 36" x 180'; Roll weight 40/55 'lbs. (5 squares) 39 3/4" x 33'; Roll weight. 90 (1 square) 39'/ x 34' 2 "; Roll weight: 100 /105 lbs. (1 square) 394 "x34'2 "; Roll weight: 105 lbs. (1 square) Test Product ,$pccilicatioti Description ASTM D 2626 Asphalt coated, organic bast sheet. UL Type 15 UL Typc G2 Modified Bitumen, coated fiberglass base sheet. UL Type G2 ASTM D 2178 Type IV or VI UL Type GI ASTM D 5147 ASTM D 5147 Granulc•surfaced, APP Ivtodificd Bitumen membrane %vitll non - woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced. SBS Modified • • Bitumen metihbranc with non -woven polyester mat reinforcement for torch application. ASTM D 5147 ASTM D 5147 3 Product Control No.: 95- 0502.04 Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced SBS ivlodificd Bitumen membrane with non -wovcn polycstcr mat rcinforccmcnt for mop application. Fire resista granule surfaced SBS Modified Bitumen Mvtcmbrtnc with non -woven polyester mat reinforcement for mop application. Raul Rodriguez product j)imensioni Flintlastic FR Cap 39'/ :x34' 2 "; . Roll weight: 90 lbs. (1 square) GlusBaseTAt Base Sheet 36" x 108'; Roll weight: 69 lbs. (3 squares) Poly SMS Base Sheet 39 '/, " x 64' 4"; Roll weight: 90 lbs. (2 squares)• Yosemite® Mineral 36" x 36'; Roll Surfaced Cap Sheet weight: 90 lbs. (1 square) Stormshield 36" x 75'; Roll weight 76 lbs. (2 squares) �s• Test ,Specification ASTM D 5147 Product Control No.: 95 0502.04 Product Description Fire resistant. granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 5147 Modified Bitumen, coated polyester base sheet. "ASTM D 249 UL Type 30 PA 103s 4 Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. /Lt." C Raul Rodriguez Product Control No.: 95- 0502.04 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test . Product Product Dimensinn4 ,$pecificatiott Dec.cription Manufacturer Hy Therm various PA 110 Polyisocyanurate foam Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation APOC 212 PA 121 Aluminum roof•coating. APOC, Subsidiary of Gardner Sunbright 400 PA 121 Roof coating APOC, Subsidiary of Gardner MBA ASTM 3019 Asphalt based cold applied APOC, Subsidiary of Typo!!! adhesive. Gardner ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Ccicorc PA 110 Cellular insulating concrete Ccicorc, Inc. system Anchorbond . • Fastener Anchorbond LCW" lightweight Concrete fasteners Dckfast Fasteners u 14 Dekfast ilex Plate 27 /S "X 3 1/4" Dckfnst Lock Plato 3" x 3 1 /4" -•. •PA 114 Cclotex Corp.. • PA 114 Insulation fastener and metal or plastic plate PA 114 Base ply fastening systems Cclotcx Corp. for lightweight concrctc decks High Density . .various PA 100 Wood fiber insulation Celotcx Corp. Fiberboard . . • PA 114 PA 114 5 insulation fastener for steel Construction and concrete decks Fasteners Ind. Galvalumc hcx stress plate. Construction . Fasteners Inc. Polypropylene locking Construction plate. Fasteners Inc. Raul Rodriguez product' Dckfast Fasteners N15 Dekfast Fasteners Ll2 TPR Elastizcll FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail= Tice Type Asphalt Emulsion. Gardner Cold 1 Process gallons Roof corn etit . Asphalt Asphalt Primer High Density Wood various Fiberboard Test Product Pimensior ;: $pecificntiort De criptiort Insulation fasteners for concrctc decks PA.114.:. • PA 114 • Insulation fastcncr for steel and wood decks. . PA 114 Aluminum fastcncr for lightweight, gypsum and tectum decks •PA 110.. • . Cellular insulating concrete system PA 114. Base ply fastening systems for lightweight concrete decks . PA 114 • Galvanized steel base ply • fastcncr for lightweight . concrctc decks PA 114 PA 110 Product Control No.: 95- 0502.04 Mnnufncturcr Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcll Corp. ES Products, Inc. Galvanized steel base my ES Products, Inc. fastcncr for lightweight concrctc decks various PA 114 Base sheet fastening GAF system. • PA 121 Asphalt emulsion Gardner ASTM•D 3019 Fibcred 'asphaltic general Gardner Type I11 purpose lap and ply cement. ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer gcncric Wood fiber insulation generic board Raul Rodriguez ES Products, Inc. Product Perlite Insulation Red Rosin Roofing Nails Tin Caps al MB aluminum roof coating Karnak S 1 AF Modified Bitumen Adhesive (Brush Grade) Karnak 8 I AF Modified Bitumen Adhesive (Trowel Grade) Karnak 97 AF Karnak 97 (s' N RG' Y -1 J)imensinn various various Minimum # PA 114 12 Min. 32 ga. x Is/s' 5, 55 gallons Mousey MBA Gold 1. 5.55 Membrane gallons Adhcsiyc.- Protradc Fibcrcd Aluminum E'NERG'Y PSI -25 various various Test Product Specifientinn nescriptiott PA 110 PA 121 ASTM D 3019 Cold applied SBS modified Karnak • type 1I1, ASTM adhesive for application of D 3409 SBS modified bitumen systems. • 5.55 gallons ASTM D 3019 Cold applied SBS modified Karnak type 111. ASTM adhesive for application of D 3409 SBS modified bitumen systems. PA 121 PA 121 ASTM D 3019 type III PA 121 PA 110 7 Pcrlite insulation board Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating Roof coating Roof coating Fibratcd. rubberized cement for bonding modified bitumen membranes. Fibratcd aluminum roof coating. Polyisocyanuratc foam insulation - PA 110 Polyisocyanuntc foam insulation Raul Rodriguez Product Control No.: 95- 0502.04 vlanurncturer generic generic Grundy Industries Karnak Karnak Monscy Products Co. Monscy Products Co. NRG Barriers, Inc. NRG Barriers, Inc. Product N.T.B. Spin \Veld Plate . N.T.B. Plate • E'NRG'Y -2 Plus various G'NRG'Y -2 various N.T.B. Magnum N.T.B. Plastic Plate 3" round Olympic Fastener PI2 Olympic Fastener tn 4 Olympic CR Base Felt Fastener And Base Shcct Disc 01y4ic Fastener Tcst. Product Pimcncinnz Specification Description 2" round. } PA '110 Polyisocyanuratc foam insulation PA 110 Polyisocyanuratc foam insulation PA 114 PA 114 • 2" round amorphorus nylon ' locking platc for use with N.T.B. fasteners with 1" head PA 114 OA 114 • PA 114 • PA=114 PA114 PA l 1'4 • Glass reinforced nylon fastener for use in gypsum and ccmentitious wood fiber decks: '3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalumc AZ5; plate for use with N.T.l3. fasteners insulation fastcncr Insulation fastcncr • .Insulation fastcncr assembly for Base Shcct fastening only • Insulation fastcncr • Raul Rodriguc Product Control No.: 95 Jvtnntif cturer .NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic • Manu facturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ' Olympic Manufacturing Group, Inc. duct mpic ypropylene mpic Standard 3" round =rg1as oc Cap Board various raGard Gold vl 2" Plate .v1 3" Plate. .vlitc Mite 3" Plate 3" round Dimensions 3.25" round various Various 2" round • caulking tubes. 100 -.Modified 1, 5, 55 Weathcr gallons, also shing Ccmcnt available in 10.5 ounce Test Specification PA 114 PA114 . PA110 PA 110 PA 110 PA 114 3" round PA 114 PA 114• PA 114 ASTM D 3019 (Type 111) and D 3409 Product atithathin Polypropylene . plastic platc 3" round galvalumc AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalumc AZ55 membrane plate 3" round galvalumc AZ55 stccl plate Insulation fastencr for ccmcntitious and gypsum decks Rubbcrized all - weather flashing cement. trowel grade. modified adhesive. Product Control No.: 95- 0502.04 Manufacturcr Olympic Manufacturing Group. Inc. Olympic Man ufacuring Group. Inc. Owens - Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. TIic Rawlplug Company Inc. The Rawlplug Company Inc. . 3" round galvalumc AZ55 The Rawlplug steel platc for use with Company Inc. Rawlitc fasteners Tropical Asphalt Products Corporation 4.. Teti AgenFv /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Fire Classification Compliance Current Insulation Fastening Requirements ASTM D 5 ASTM D 5147 j •(nrnc Physical Properties ry a Test Reports I0 Renort 28013 FMRC 1994 RI 190 974574 97- 457 -2R Raul Itodrigucx Product Control No.: 95- 0502.04 Data 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 • Fibrous glass Perlite Fiberboard • Rockwodl Polyisocyanuratc Polyisocyanurate Composite Board Maximum Design Pressures lMaterinl • Design Pressure Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete • -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Material S'Inssificatiort Note: Fire classifications and maximum design pressures do not reference all assemblies over fleck types. Review system IistIngs for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. - \Vood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A jvfnximum Fire Classify t� ion • I 11 Raul Rodriguez Product Control No.: 95- 0502.04 • Membrane Type: SBS Deck Type 1: Wood, Non insulated 1)ccl: Description: "/ or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. • Base Sheet: One or more plies of GS Glas Base, GS Flcx -1 Gips Base, Flex-I Gins .FR Base or GS Poly SMS base mechanically fastened to the deck 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) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply 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: ' Surfacing: 2. Karnak 97 or APOC 212 Fibratcd Aluminum at an application rate of I ''A Maximum Design Pressure: (Optional) Install one of the following: 1. 400 lb /sq. gravel or 300 lbfsq. slag in a flood coat. of approved mopping asphalt at an application rttc of 60 lb./sq.. Product Control No.: 95 0502.04 • 4 t • One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within' the EVT range and at a rate of 20 -40 Ibsfsq.; or Flintlastic GTS Torch adhered to the base sheet. - 45 psf. . Ivlaximuttu.ire Classification: Class 'A'; sec General Limitation 112. lvlaximunt Slope: 1 :12; sec General Limitation 03. Specification GMS 2 -3, FRP 2 -3. GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez • • :SP •N0 For.•us over•nallab F te'decks ,. • • � . • •••,,, i� • • - • • 6•• « . • • ? , S • . W.' t•ti! • •::::%3 ' )' { .: t » '. • • r 14 Tip ZttT t I 1 ._. S.'l■•..�:�tr?:• «r.�a : pry eaiec: �c.::• ra ..s:�►i.s.et�:.►::::�na�vu:a��s i r•• '•4 • M - Flintlastic Flintlastic S FA ..G rA .. , "GTA Black Diamond" or ..GTA White Diaj Surfacing: Gravel. 4. Deck: C- 15/32' Incline: 1 'All joints blocked with 2x4's. Base Sheet: Type G2, nailed. Membrane: . "Flintlastic GMS ", "GMS Premium "' or "GMS Black Diamond'', adher roofing asphalt. Surfacing: Gravel. 5. Deck: C -15/32 Incline: 1/2 Insulation: Celotex "Hy -Tec ", 2 in. min. joints in insulation must be offset 6 in. fro deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. • Membrane: "Flintlastic GMS ". "GMS Premium" or "GMS Black Diamond ", adhered roofing asphalt. Pi Surfacing: Gravel. 6. Deck: C -15/32 Incline: 1/2 Insulation: Celotex . "Hy- Tec ", 2 in. min, joints in insulation must be offset 6 in from deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic STA'', "GTA", "GTA Black Diamond" or "GTA APP White pi heat fused. Surfacing: Gravel. Class A - Fully Adhered 1. Deck: NC Incline: 1 ' 3• Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor rata Insulation: (Optional) One or more layers or combination of the following: Ultragard polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Membrane: One layer of "Flintlastic GTA ( -3/4 sq or -1 sq), GTS" (modified bitumefl), fused or "Flintlastic GMS" hot mopped. Surfacing: APOC "No. 212 Fibrated Aluminum ", at 1 -1/2 gal. 100 sq /ft. 2. Deck: NC Incline: 3/4 Vapor Retarder: (Optional) Type G2 "Glasbase " base sheet or UL Classified vapor retard Insulation: (Optional) One or more layers or combination of the following: Ultragard polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Membrane: One layer of "Flintlastic STA (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Fibrated Aluminum ", at 1 -1/2 gal. per 100 sq /ft. 0.. Deck: C -15/32 Incline: 1/2 Insulation: (Optional) Manville "Ultra Gard Premier ", polyisocyanurate, wood fiberboard, lite, 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. 4. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanic echanically tened, any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: "Flintlastic GTA or STA ", heat fused. Surfacing: Henry Co. "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. 5. Deck: NC Incline: 1/4 Insulation: (Optional) Glass fiber, perlite or wood fiber board. PIy Sheet: Type G2, mechanically fastened. Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond or "GTA White Diamond ", MO fused. Surfacing: Karnak Chemical Corp. "Karnak No. 97 ", 1 gal /sq. 6. . Deck: NC Incline: 1 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhere4 with hot roofing asphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", "GMS Black Diamond" or "GMS Premium ", adhered with he roofing asphalt. Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating 2 -1/2 gal /sq. 7. Deck: C- 15/32' Incline: 1 'All joints blocked with 2x4 "s. Insulation: Glass fiber, perlite, 3/4 in. min, joints in insulation must be offset 6 in. from joi in deck, mechanically fastened. Base Sheet: Type G2, mechanically fstened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ". adhered with hot roofing asphalt. Surfacing: Karnak Chemical Corp. "'Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating' 2 -1/2 gal /sq. 8. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adher "Flintlastic STA' "GTA". "GTA Black Diamond ", "Flintlastic GTA White Diamond ", bra " GMS -5M", "GMS Double Coverage" or "GMS Premium ", heat fused or hot mopped MS „ Piave. Grundy Industries, Inc. "al MB Aluminum Roof Coating•• at 1 -2 gal /sq• a • Incline: 1/4 C -15/3 ul tion: (Optional) Any thickness polyisocyanurate, glass fiber or perlite, mechanically fas- joints in insulation must be offset 6 in. from joints in deck. ss Sheet Type G2 base /ply sheet, mechanically fastened or hot mopped. efi Sheer Type G2 base /ply sheet, mechanically fastened or hot mopped. Membrane: Flintlastic STA ", "GTA White Diamond" or "GTA Black Diamond ". aacing: Grundy's "al MB Aluminum Roof Coating" at 1 to 2 gal /sq. Incline: 1/2 N or: io (Optional) nurate, glass fiber, Polyisocyanurate. perlite. wood fiber. any combination, any insulation Icknessn me anical " f tened Osse Sheet: Type h G2, Flex i- glas "' or "Flintlastic FR Base mechanically fastened or adhered % hot roofing asphalt. Membrane ntlastic FR -P " "Flintlastic Premium FR -P ", "Flintlastic-FR/G" or "Flintlastic FR Cep' adhered with hot roofing asphalt. pack: C- /32' Incline: 1/2 •pll joints 15 in deck blocked with 2x4's. insulation: (Optional) Polyisocyanurate, glass fiber, perlite, any combination, any thickness. mechanically . Base Shee T ype G -2 fastened , Membrane ' Flint l asti c FR -P "Flintlastic Premium FR -P" or "Flintlastic-FR/G", adhered with mechanically fastened or adhered with hot roofing asphalt. hot roofing asphalt. Deck: NC Incline: 1/2 Qfsulation: (Optional)EPS, any thickness, covered with 1/2 in. min perlite or wood fiber, me- chanically fastened. 1Dase Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. ,Membrane: "Flintlastic FR -P ", "Flintlastic Premium FR -P" or "Flintlastic-FR/G", adhered with hot roofing asphalt. peck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. Base Sheet: Type G2 or "Flex- i- glas ", adhered with hot roofing asphalt. PIy Sheet: "GS Polybase ", adhered with hot roofing asphalt. e Membrane: "GMS", adhered with hot roofing asphalt. Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", at 2 -1/2 gal /sq. Deck: NC Incline: 1/4 Insulation: (Optional) Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex- i- glas ", mechanically fastened or adhered with hot roofing as- phalt. • PIy Sheet: (Optional) Type G2 or "Flex- i- glas ", mechanically fastened or adhered with hot roof- ing asphalt. ' Membrane: "Flintlastic GMS ", "GMS Premium ", "GMS Black Diamond" or "GMS White Dia- mond", adhered with hot roofing asphalt. Surfacing: Asphalt Products Oil Corp. "APOC -400 Sunbrite ", 3 gal /sq. Deck: C -15/32 Incline: 1/4 Insulation: Glass fiber, perlite, 1 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2 or "Flex- i- glas ", mechanically fastened or adhered with hot roofing as- phalt. PIy Sheet: (Optional) Type G2 or "Flex- i- glas ", mechanically fastened or adhered with hot roof- ing asphalt. Membrane: "Flintlastic GMS ", "GMS Premium ", "GMS SBS Black Diamond" or "GMS SBS White Diamond", adhered with hot roofing asphalt. Surfacing: Asphalt Products Oil Corp. "APOC -400 Sunbrite ", 3 gal /sq. Deck: NC Incline: 1/2 Insulation: (Optional) Polyisocyanurate perlite, glass fiber or wood fiber, any thickness, me- chanically fastened or hot mopped in place. Base Sheet: One or more layers of Type G2 or "Flex- i- glas ", mechanically fastened or hot mopped in place. PIy Sheet: (Optional) One or more layers or Types G 1. G2 or "Flex- i- glas ", mechanically fas- tened or hot mopped in place. Membrane: "Flintlastic GTA", "GTA Black Diamond ", "GTA White Diamond" or "STA", heat fused. Surfacing: Karnak Chemical Co. "No. 97 ", applied at 1 -1/2 gal /sq. Deck: NC Incline: 1/4 Insulation: (Optional) Perlite, glass fiber, mechanically fastened or hot mopped in place, 2 in. max thickness. Base Sheet: One or more layers of Type G2 "Flex- i- glas ". mechanically fastened or hot mopped in place. ❑ PERMIT IN? 12317 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA E Work to be performed under this Permit Architect Contractor or Builder �, . II , - -rte Legal Lot Description Address of Value of Amt. of Building ,,rte kd 1 , E , , "'„ s Project $ Permit $ / / / This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device describe d in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. r Signed • .. BY � +rf.+""' r� INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. i . Subdi- vision CONTRACTOR OR BUILDER BY DATF - / 195 Contractor's License No. AUTHORITY 4 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. Name and Address. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT tl \ ca r+ e.„7. ; . Buil r nspector Registered Architect and /or Engineer Name and address of licensed contractor..!... Location and legal description of lot to be built on: 4 Lot Block Subdivision Street and Number where work is to be done ° - ,„_ Amount of Permit $ plan Cubage Size of Building Lot Date..._ V`.. ° 1 c ._ L ,19 No Street °% Statg to be done and rpo a of buildin (by floor) �,__ � Ac-LL 1 c e‘D, Q p a "� R, � .• - -- and for no other purpose. New Building Y Remodeling. Addition Repairs No. of Stories To be constructed of Kind of foundation 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 to the building and its construction may be sent to The undersigned applicant for this building pennit 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). Roof Covering el STATE OF FLORIDA, + COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date Disapproved (Signed) 1 2 . — 1 C L� et) . _. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman / Member Member Member Member ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from 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. Villa o f Miami Shores JOB Z a,y�z ADDRESS � - c INSPECTION 77 "3-1- --4?-,-n ( cE` TIME READY REMARKS INSPECTOR N° 3861 DATE 2 4-- Ai.L WORK GUARANTEED LANG ROOFING & TILE CO.. INC. BARRETT APPROVED ROOFERS Village of Miami Shores 10050 N. E. 2nd Ave Miami Shores, Fla. SHEET METAL 430 N. W. 79TH STREET MIAMI 50. FLORIDA Dec. 17, 1960 Re: Roofing permit Owner: Margaret Loehr Job Address: 80 N. E. 94th St., Miami Shores, Fla. Estimated cost: $175.00 Type of roofing: 4, sq. white shingle tile addition to residence, 1 sq. gravel re —roof. LANG ROOFING & TILE COMPANY, INC., r 400(se ph . Martin, Vice President. PHONES PL 1-2878 PL 8 -1009 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. rt� !�,. . r � ' / Owner's Name and Address � s� Registered Architect and /or Engineer Name and address of licensed contractor t r.}:` Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. _..R 0 e Z. No ..__... Streec.IE .7.Y t . State work to be done and purpose of building (by floors fl��.rg� - R.' ? k. i2 'u /..-30 ...,-. (('�y T` d o r 01� .. t - .3 -t �rvcl.f'4�Y�° rK.C.Vc.t Pee sa?. .. and for no other purpose. No. of Stories / Roof Covering.72. ° 5 i��Ir..trE.4.i/e7 New Building Remodeling. To be constructed of Kind of foundation Estimated Total cost of improvements $ 4 . ,9 - p 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 subcontractopz, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Addition Repairs Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him sta d / arse true. 7 Permit No. 44q Date Read, Sworn to and Subscribed before me. Disapproved _ . . Date (Signed) i1L! ` r Notary Public, State of Florida Building Inspect r My Commission Expires to me well known, PLANNING BOARD _.._. -.- ..DATE Chairman Member Merober 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 hoard. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectiom or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 1 t - , 19 Owner's Name and Address N =_,_ ' �\ _(&— - % i No Street Registered Architect and /or Engineer Name and address of licensed contractor %-->24 i - . ` - ->2 = _ 4` _ _____ i Location and legal description of lot to be built on: Lot Block Subdivision • 9 C ),, . Street and Number where work is to be done Y t _A __ 11 i_ ! �. a - and for no other purpose. New Building Remodeling ; Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Cove ing Estimated Total cost of improvements $___ �___ __Amount of Permit $ ® State work to be done and purpose of building (by floors) __ 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. ,- p f Remarks (Signed) ) Z�� / STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / L Date // °�� s� Read, Sworn to and Subscribed before me. Disapproved Date_ Notary Public, State of Florida ( Signed) = ak -1- Building Inspector ( My Commission Expires MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT PLANNING BOARD DATE Chairman Member Member Member Member Member Council- Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from 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.