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RF-17-1264Project Address 103 NE 99 Street Miami Shores, FL 33138 - Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 ■ Permit NO. RF -5-17-1264 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Issue Date: 5/16/2017 Expiration: 11/1212017 Parcel Number 1132060132180 Block: Lot: Applicant GEORGE FISHMAN Owner Information Address Phone Cell GEORGE FISHMAN 103 NE 99 Street MIAMI SHORES FL 33138-2340 Contractor(s) Phone DB BROTHERS CONSTRUCTION INC (786)402-9625 Cell Phone Valuation: Total Sq Feet: $ 3,500.00 440 Type of Work: Re Roof Additional Info: FLAT RE -ROOFING Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $2.40 $3.75 $3.75 $0.80 $250.00 $9.00 $3.20 $272.90 Pay Date Pay Type Invoice # RF -5-17-63953 05/09/2017 Credit Card 05/16/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 222.90 $ 222.90 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN cons AFF •AVI . I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futhermore, I authorize the above-named contractor to do the work stated. ze• Signature: Owner / Applicant / Contractor / Agent Buildi g Department Copy May 16, 2017 Date May 16, 2017 1 11,(A,01) 9,./ny90 7r-13- ( BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ['PLUMBING ❑ MECHANICAL JOB ADDRESS:., f) E /4. E- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 7624949 XROOFING ❑PUBLIC WORKS 9c ' RECEIVED MAY - 9 2017 ��ii FB 20 0`-'1 Master Permit No.PC-s - /6_ 1 t(-7 / Sub Permit No. 24 1 1 7.0q 0 REVISION ❑ EXTENSION (]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: 3 3 i 33 7C Folio/Parcel#: L 3a 0 6" 0 i.3 - al S 0 1s the Building Historically Designated: Yes NO Occupancy Type: � i vii Ak,Load: Construction Type: G' �3 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):r en (le- - ' S yl m a L Phone#: Address: i 0 3 !V . , cl R th ,-E---- City: 1-C. G1 wt.:. S G, c, r0_S State: L to ot0.- Zip: 3 2 -1- 3 ,Q Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ,D.3 , 3 ro- AC`S Co'n-S�^ , 2-n? C- . Phone#: Address: 1.1 i D Soh ..i4 (' �CT( City: -140v4 O vtk\ -tea-k State: . 14‹a '- cfLo.._ - Zip: ? 0 Q, Qualifier Name: (1 CCP iJ 112_4%vt .,t- N'--' Phone#: (3) I{ %,Q ZOci 3 State Certification or Registration #: C e c" I.3 a:7 4E3 3 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 (' . r Square/unear Footage of Work: (1-iiD S-. Type of Work: ❑ Addition ❑ Alteration ❑ New TA Repair/Replace ❑ Demolition Description of Work: 1 Lojb ''- ro d Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee ,$ Double Fee $ ti' k Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's`Name (if applicable)RN N/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING, YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not b - • pproved and ' reins - - ion fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this /�_, day of MI CemE.Lts" , wh is personally known me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ****************************** * **** s�******************************************************************s* U" U) APPROVED BY The foregoing instrument was acknowledged before me this day of tV 6It'fb lA41Tt' me or who has produced identification and who did t e an oath. NOTARY PUBLIC: Sign: Print: Seal: I. (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk 1' fr D.B. BROTHERS CONSTRUCTION, INC. 27120 SW 144TH CT. MIAMI, FL 33032 Cell Ph. (305) 498-2093 CGC-053498/CCC-1327833 Date: -State of Florida, Miami -Dade County. Before me this day personally appeared Roberto Duarte who, being duly sworn, deposes and say: That he will be the only person working on the premise located at: 103 NE 99th Street Miami Shores, Florida 33138. Sworn to (or affirmed) and subscribed before me this,Cday of A1A4 204113y- Or 041by Or Produced Identification Type of Identification Produced 1 Miami ShbresVilIae 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: '(305) 756.8972 Notice to Owner— Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The 'officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is . registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING B LOW YOU AC VA/LEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 40 ,64111tAl Owner Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this � da • , 20 1 1 . e or has produced By_t 9`EOL6e as identification. Notary: SEAL: Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: G- -e_o r g y F. F L S b r» a v� Property Address: i. 0 3 N. E. 91:1 , 'Z Zt-. • i `l len. tet 0 r -t. Roofing PemiitNumber: Dear Building Official: P I Geo r 'F. F. Ls- m cz n certify that I:am not required to retrofit the roof t� wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was co •-cted in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1 s •4 itiohe �- lorida Building Code (1994 SFBC) Signature Geo me F. zshw,cw Print Name State of Florida County of Dade The undersigned, being the first duly 'sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this y -day of yo 1 7 Large / �,°,r. • When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than $3r r,'' r .Outtprifd(t Notary Public Sate of Florida at was not constnicted with FBC nor a 1994 a� SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall con Ncerfitiltatio 1a4746s3 Revised on 5/21/2009 L 1 Property Search Application - Miami -Dade County FHCEOF Summary Report Property Information Folio: 11-3206-013-2180 Property Address: 103 NE 99 ST Miami Shores, FL 33138-2340 Owner GEORGE F FISHMAN &W NANCY A Mailing Address 103 NE 99 ST MIAMI SHORES, FL 33138-2340 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS Beds/Baths/Half 4/2/1 Floors 1 Living Units 2 Actual Area 2,713 Sq.Ft Living Area 2,256 Sq.Ft Adjusted Area 2,287 Sq.Ft Lot Size 12,167 Sq.Ft Year Built 1926 Assessment Information Year 2016 2015 2014 Land Value $304,297 $231,465 $231,465 Building Value $148,597 $148,597 $144,739 XF Value $4,328 $3,586 $3,635 Market Value $457,222 $383,648 $379,839 Assessed Value $164,191 $163,050 $161,756 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $293,031 $220,598 $218,083 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 15 & 16 BLK 16 LOT SIZE 105 X 115 OR 14775-2359 1190 1 S Page 1 of 1 Generated On : 5/8/2017 Taxable Value Information Previous 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,191 $113,050 $111,756 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $139,191 $138,050 $136,756 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,191 $113,050 $111,756 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,191 $113,050 $111,756 Sales Information Previous OR Book - Sale Price PageQualification Description 11/01/1990 $122,000 14775- Sales which are qualified 2359 08/01/1986 $95,000 12983 -Sales which are qualified 3293 07/01/1977 $50,000 09745- Sales which are disqualified as a result 0216 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/8/2017 RE: Permit # Miami Shores Viitage Building Department 10050 N.E.2nd Avenue' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT (Print name and drde License Type) License #: C CC i 3 3 licensed as a ( FS 468 Building In or DATE: Engineer / Architect, On or about , I did personally inspect the roof deck nailing (Date & time) work at x... 0 3 E, 9 0 FL. 3 3 L 3 8 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 ES) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this da %/,��a )4, / Notary Public, Sate of Florida at Large 'General, Budding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection aa,rearl,,, n/1nroneelFnlnmo Rift f•- 1'14- -12 (vel Florida Code 5th Ewa, (2014) Fbgh Velocity FamiCane zone Uniform Permit motion Form Section A (General Infonmitioni Hasler Perneit Na Process No. Conbactoris Ns� �- - Co1 S -f rw ant Job Address £ D 3 Pr. E. `i ct +21 Mia 1. Sh®re, ROOF CAT o• fLow Slops 0 Mechanically Fastened The 0 Mortar/Adhesive Set Tile A 0 Metal PanetiShingies 0 Wood Sleingles/Shakes RECEIVE[r"gleS e 150 thereAre Q Prescriptive BUR -RAS - Gas Vent Stacks? Yeses Nti MAY - 9 7017 ROOF TYPE Type: Naturae LPGXC] New Roof XR-ROofing a Recovering 0 Repair a Mance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) .Q/ '�--- --' 4 4 © ...... warn ores illa•- F PROVER `ONING DEP 1 Section B (Roof Pian) Sketch Roof Plait Mustrab° all levels and sus, roof drains,overflow mappers and overflow *s a s. 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Ii[1� 1��R111111�'� 1 !!!!e ! !!llnm �l�rlw!! !r1• l w . . • .. . . ... . • • .. . . �t 123_01-48 8/15 PAGE 2 dI ....r. .• ..••• • . .••., . • • • . • . . Florida Building Code 5th Edition (2014) High Wooly Hurricane zone thalami Permit App6eation Form Section C (Low Sloped Roof Svstem) FM In Specific Roof Assembly Components and Identify klanufachnar (If a component is not used. kindly as iW) System Manufact.ec NQANo.: LLt _ !l©30. © n_ Design Wind Pressures, From RAS 128 or Caladations: Pma d:L.$ Pawner 1-7 Pinaelti08_ o Matt Design Pressure. Frew the Spedfic NOTA Syr_,_ .. 5 Deck Tjprr U9 O caug& T c mess: 51e AndroriBase Sheet & No. of Py(S MchoriBase Sheet F Material: �( t'.t" 2.5 , n cch. ) i s Is -rev, esi-p'. trandadon Base Layer. Base Insulation Sime and Thidmesa 7 Base Insulation FastineriBonding Top Insulation Layer. Tap bon Sine Top Insulation' , Meteriak I. I. • s) & No. of Py(s) Sheet FastenedBondi ng Material Py Sheef(s)& No. of Py(s) P1'( pli Ply street FasteneriBondag t E Tap Plyl atkve D L d 12/ Oft gra t z t &e. Top Py Fastener/ Boning (/ Ty r' jra s� l q e.`-' Fir Spacing for AncttodBase Sheet Attachment Field: oc Lap./ Rous a oc Perimeter ...ce2 oc Lap, # Rows _62.2 oc Canaan' ' oc tap. # Rows @,t ' oc Number of Fasteners Per Ott Board Field h/s Perimeter Comer H L1 Illustrate Components Noted and Details as Applicable: Woodbloddng. Cutter. Edge Termination, Flashing, Continuous Cleat. Cant Strip. Base Flashing. Counter- Fes, Coping. Etc. blikigift: Mean Roof Height. Parapet Height. Height of Base Flashing, Component Material, Material Thickness, Fastener Type. Fastener Spacing or Submit Manufachmars Details that Comply with RAS 111 and chapter 16..... • • • •• • • ••• • • • • • • • •••• • .• . ••• ••• • ••• • • 3! • • • • •• 1 • • •. • • • • • • • FT. • . Height. . LL9 C. 'D I • • • M • Roof ROW s ( Tics) m g nSQ 123_01-48 8/15 RAGE 3 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 15241 Scope. As d puns b the section, it is the responsbNity of roofing contrac hw to provide the owner with the required roofing permit, and to explain to the owner the content of the section. Pio provisiorhs of Section R4402 govern the mmmwm 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 car. The owner's initial in the deagnated space indicis that the dem has been explained. 4. t Exposed Ceiling: Fighoeed, open beam cams are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nal penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. fanning wood decks: When replacing roofing, the exisfing wood roof deck may have to be maned in accordance with the current provisions of Section R4403. (The roof deck is usua y concealed prior th removing the existing roof system). ••. • • • ••.... • •• . • ••• . . •••Overflow ... scuppers (wall outlets} It is required that rainwater ganef so theme roof is not overloaded from a buildup of water. qpm wail or�jother roof ex + maayyssartoybbio kkk tth ss _'__ia g_ if . 1 '` M i 1 1 ::. (inn outlets) ate not It may b e ".��'• o erflo • ; -, . , wah the requirements of Sections R4402, R4403 and 17112113. • • • • • • Signature Date?5j17 f 03 N. E. a cel?V - '. ShosS Property Address Revised an 7/912009 LD;07/01R015; •• • ••• • • • Permit Number • • • ••• • . • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • ." MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.roiarnidadc.eov/economy • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Dee1tt.• ' • ••• •• •• • .. • LABELING: Each unit shall bear a permanent label with the manufacturer's name orileiao,.city, state. and following statement: "Miami -Dade County Product Control Approved", unless otj-itnai'se noted • • • • • herein. ••.. • •• RENEWAL of this NOA shall be considered after a renewal application has been fileii• 'there ha. • • been no change in the applicable building code negatively affecting the performance of this {product. TERMINATION of this NOA will occur after the expiration date or if there has been a revtsion or change in the materials, use, and/or manufacture of the product or process. Misuse of t1 AVA as: a. endorsement of any product, for sales, advertising or any other purposes shall automatically terminate • •; this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/1.5 Page 1 of 30 • .• • • • • • } Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS/SBS Cold Applied Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMI•DADE COUNTY APPROVED FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum-Fiber'Roof Board. GAFGLAS® #80 Ultima'"' Base Sheet, GAFGLAS® Stratavent® Eliminator' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Weld'' 25 base sheet mechanically fastened to deck as described below: GAFGLAS® Ply 4, GAFGLAS® FIexPIy' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf See, General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FIexPJyTM 6, GAFGLASO° 475 Base Sheet or any of above base sheets attached to deck with Drill -Tec' #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tec' XHD Fastener and Drill -Tec"' 3" Steel Plate, Drill - Tec" AccuTrac® Flat Plate or Drill -Tec' AccuTrac® Recessed Plate installed.a.' o.c. in 3 rows. One row is in the 2" side lap. The other rows ase equally spaced..' approximately 12" o.c. in the field of the sheet. • • • • • •• • •• (Maximum Design Pressure —45 psf See General Limitation #9j: • • • • • • GAFGLAS® F1exPIyTM 6, GAFGLAS® #75 Base Sheet or any ofabine base s}jeeg attached to deck with approved annular ring shank nails and tir eapsJt a fastener.' spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.• •in•tlae field. ••. (Maximum Design Pressure —52.5 psi: See General Limitation•#�)• • • • • • • • GAFGLAS® #80 UItimaTM Base Sheet, Ruberoid®20, RuberoictMbp$mooti, • base sheet attached to deck with approved annular ring shank mils and tin cliV5e • a fastener spacing of 9" o.c. at the 4" lap staggered and in two i•o.w 9S o.c. intim • • field. •• (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" #12 Fastener, Drill -Tec'' #14 Fastener or Drill -Tec" XHD Fastener and Drill -Tec" 3" Steel Plate, Drill -Tec" AccuTrac® Flat Plate or Drill -Tec." AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec'" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Ted" #12 Fastener, Drill -Tec'" #14 Fastener or Drill-TecT" XHD Fastener (Continued) and Drill -Ted" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT"' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlym 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid®20, Ruberoid®30, Ruberoid®EnergyCap'" 30 FR SBS Membrane, Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Pius Granule, Ruberoid®20, Ruberoid®30, RuberoidnEnergyCap'"30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membrsus. Chosen components must be applied according to manufaoturcp's application instructions. All coatings must be listed within a current NOA. • • • • • • • • • •• • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively•i flood coal • • of Approved asphalt at 60 lbs./sq. •••• • •.. • 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral Surfacedd'Cap Sromt. • • • or GAFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheetwfhorld in a.fufl• • • • mopping of approved asphalt applied within the EVT range and tt!or•ate of 24-01#0* • lbs./sq. • • . 3. Topcoat®Membrane, Topcoat® MB Plus (to be used as a primer with•fopcoti .:. Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gaG/s q.. • . .. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 { 1 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyT"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck® Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. ' l 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener v1Itrt'. as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable.:.��• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atjail int is be.se • •• on a minimum fastener resistance value in conjunction with the maximum desigq,y4I fisted will n • a specific system. Should the fastener resistance be less than that required, as detwaiped by the... • • Building Official, a revised fastener spacing, prepared, signed and sealed by a Flbrida.ItegisteNt..' Engineer, Architect, or Registered Roof Consultant may be submitted. Said revi*aat, Wiener spa�•'' shall utilize the withdrawal resistance value taken from Testing Application Starrcierds�fAS• 1651 nrrd calculations in compliance with Roofing Application Standard RAS 117. • • • • •• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requir'lsmentSof thdte areas. Fastener densities shall be increased for both insulation and base sheet aslaloulated in' •• compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sewed : ' • by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products Listed herein shall have equality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 'i To: Page 2 of 2 2017-05-10 06:16:46 EST 4, owl J.. TOM113306 -lloofiiig Systems 13056758464 From: Branch 22 Fax insulation: -- One or more. layers peritte,. giaSs fiber, 14 -in. minimum, polyisocyanurate, urethane, perete/polyisocyanurate composite, polite/urethane composite, 11/2 -in, Minimum. Base Sheet (optlnna!):. One or more piles. membrane: -. Type GI CC TYI>e G2 Or ryAe G3. one or more piles "Ruberoidop Torch" (Smooth or Granule} or "RuberoldeP Torch Granule Pius" or "Rtiberoir Mop" (Smooth or Granule) or ^Rube oldeb Mop Pius Granule," Surfacing: - Gravel, incline: 1/2 insulation (Optional); - One or more layers ovate, wood fiber, glass fiber, poiylsocyanurate, composite, Perlite/ureultane comppsite, wood Aber/polyisotyailurate comp lir. tine Sheet -- Two or more plies.iype G2 or Type G3. Pty Sheet.(Optfonef): - One or more plies Typo G1. Meretrrane: One Of more plies "ituberoki® Torch° (Smooth or Granule) or "Ruberoldee Torch Mop" (Smoottr ur Granule) or "Ruberoides Map Pitts Granule." Surfacing: --. "Karnak No. 97" applied at 1.111 to 3-gat/100-0 or graver- Incline; 1/2 urethane, Benita/polyisotGyariorate Granule Pius" orr'Rubernid@... • - • •. • Insulation; .-- One or more Sayers. Berate, glass fiber, -fn:. minimum••••••••• • • • • . perttteh.r.Mbene composite, Ilk In. rrttntmum. potYisocySnurpte, urethane, • • • Base Sheet (Optfonai)r - t�er.Jlte/P: Y(si��iurate conpas•Ce �.. • Clete or more P1tes.Type Ga of TYA2 G2 or Type r;3, •• ' •Meml�!ranfe: -. One ar more•pilca "Rubero* Torch" (Smooth or Granuie),or "Ruberold® Torch Gr Mop" (Ssnooth or Gra:IMO or "Ruberaid „ . • • • • • surfacirs s -- Mop Plus Granule. Torch ar" Pius • •••• •ul!•rofo0 • • • • • 9 GrvnGy "91 MH rt trminirrrr Raaf Coating" applied at 1 to 2 9atl1Q0-ftx, • . ctg0,15/32 • ...• . •••• • I;tcilne; 1/2 • • • • • •.•.. InaWalion (Qptlenall); -One or more layers partake :::••,:•,... • glass fiber minim m, o! • • composite, perjite/urethane tomaosite, Phcriolic,,lye in. mlitlrtlurn. u A ylsnt�anurate,•uretn • • Pose Sheet: - One or more piles.Type G2 ".CutFG "•..pea/P.oiYls�>�idr�t false in place- tASO. #7S Base Sheet , or'Tri-pl . .e75. , • • • • Pty Strut: •-. rine or more !es YC� Hese•Sheet•hot?r1bPPe� or meciractltdlly • Pry Sheet: r.• " e or marc Mop Type FR" oGAFt3 ro Ply -e Fri"rade ' Ply 4" or "G' LASOe Ply B" het ma • .. surfacing - (U'Rubel}: "GAF ftt170 Atumfntim Ruberakie Mok.FR or 'Rberorrfrp► Ener d I *Place, gat/100-rt?. Coating" Opened at ty:-pa 2 G Y p` I?0p•tR ." V1Q0,ft or'" AF Weather Coat Smuklon" applied aC.)-. . • • rp DecksC=15/32�'�-""ter`.-� •_� :nsulatien (Options# : o- .. Perlite. fiber gis, poiyl3acyanv ate, ureutane Ar perJlteJpatyisocyanurate com .0 i tease srieett -One or mitre laryers iype G2 sGAFri,AS® aR75 pare Sheet' or iiiI ..r Surfaced Cap Sheet" or'^rn-Ply1 Mineral Surfaced .Cap Shear hot 'moppedYic yf s eet" o�r7YRc 63 ^Cw. • gs !: Ply Sheet (Optional): - One or more piles Type. 61, hot mopped in lce or mechanically fastened. et i era( Mam6ranes•-.�•"Ritberoir6g Mop t7CT FR" or *RuberoldC'� Dual ' lift gr'Rubemid® Mop FR" or ^Ruberold@1 FnergyCap •.11...Deak:'C-15/32. el Map.FR," insulation (Optional); --Penne, flber glens, polylsocyanurate, urelitaite.or Barilla/palyiertcy�ansrrate. composite,•tett ofrset.a minimum or•' 6 -In. from ph'wool deck Joints. Base sheets "-Ono or more plies type G2•"GAFGLAS® # 75 Base Sheer or Tri Plyee #75 Base Sheer.or T t".or"Trl-p1y®.Mtnerai Surfaced Cap Sheet° hot mapped ar nserhanlcatJy fastened. Pty. Shoat (bptionat)t -- One .or.more plies Type G1, hot mopped in. place, surfaced Cap SheeType G3 "GAFGLASLtD Miner&i . 'Membrane.:• _ One ply"Ro6rsro100 Torch $moods"..or'Ruber4fd(y Mo Smooth Pius" yr "Rvberofd® Dual Smooth.' P Smooth° er."Huberol�•plgp Smooth .1.5' ar Ruberald® Map Membrane:. -• One ply "RtJbergttt Mop 170 FR"";or ituberrofda buai int" or "itubemide Mop .Fit" or "Ruberotdi E.nergycap "" Mop FR,"• . .12. Deck:•t4C lacunae.„1. • • • • •••w •oo• • . • •'• • • ••••.• * '•••.•• • • .• • 000000 insulation (Optional): Pence, Aber glass, wood Ober, paiyisocypnurate urethane or perlite/polyiso Base Sheets One or levers TypeN Serrated Cap Sheer or Morel GAFGLA5@ #75 Base Sheet” *rill -Ply: #75 Base r or rType 63 -GAFG. Ply shoat(optional):r" y® Mineral :Surfaced Cap Sheet',hot mopped' or mechanically fastened arTYPe G3'GAFGLASp mineral one er.more plies Type G1 hot mopped in place. Membrana- One ply "Ruberotdtle Mop 170 Fit or "Rttbar'otd( Ouaf FR'," or'"Ruberoido Mop FR" or Rutrerofd( 13..'Deck: :NC i, ;NclJnel :1,2 insulation(Optronal) Partite, fiberglass, wood fiber, poiyisocyanurate, urethane orperlite/PolyiSetYanurete aasr; Sheet (optional): - One or More idles Type 62 or Type G3 Oak sheet, hot mo • Ply Sheet (Optione()1- One ar more�o:npoSJte. Memftranospbas'fypa 61.hitt mopped fn.peara plied or mechanically fastened. Ma S, One " �ubede D Torch Smooth" (smooth} or "flub ,lJ�f@ Mop Smooth" or "RuberoiC� plop Smooth 1,5" or "Avastwdrg� Mop naathrJuO a ply iltober l Dual rch smooth.° //databa e.W,00m/e i!binDC YV/tesla rpyCap"' M p FR.7. Platen-ASEXT/1FRA MEM hownflhc.%Ertli7nRmfa--`‘ - GAFGLAS® #75 Base Sheet Description GAFGLAS® #75 Base Sheet is a premium roofing base sheet constructed with a strong glass mat that is coated on both sides to assure a closed -sheet design to prevent asphalt bleed -through. The sealed sheet also serves as an effective flame retarder for the application of torch -applied modified bitumen membranes. Uses • • • • , • •••. ..•... •. . • ••. •• GAFGLAS® #75 Base Sheet is engineered for use in the construction of V'm6tASt• • • : ...... • •••••• built-up and RUBEROID® modified bitumen roofs. Itis suitable for nailabk•. , ' • • .... • •specifications, such as plywood, where bleed -through is a concern. ••••. . • • • • • • ••.•••• • • ••.•••• •t)•••• •• • • . • • • • • • Advantages • • • • • .. . ••• •••••. • • .• • Extra strength for excellent nail -holding ability. Superb tensile strength and resilience and no bleed through, thereby reducing risks of splitting and cracking of membrane • Will not rot, curl, or shrink dimensionally stable for improved membrane performance • Designed to meet UL Class A ratings • Rolls out flat for easy installation • System guarantees are available for up to 20 years Applicable Standards Meets ASTM D4601, Type II FM Approved ICC ESR # 1274 Miami -Dade County Product Control Approval UL/ULc Listed Product Specifications (Nominal) Roll Size 3 squares (320.1 gross sq. ft.) (29.7 m2) •• Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores er•i.a 33138 Tel: (305) 795- 2Ji4-ft . 05) 75.-8.72 INS • NE PHO �� r :'0 7:2-4949 R E C t1/ JUN 0 6 X20 slot FBC 20N BUILDING r aster Permit No. P4 • r-- I t• 1 `f-7 PERMIT APPLIC Vo i Sub Permit No. F - (J -- (UP 4, ' f ❑BUILDING ❑ ELECTRIC • ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �J ONTRRACTOR DRAWINGS JOB ADDRESS: ( d3 F`'' . C 5 / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder)�-C R"'Phone#: Address: 10 3 CO • qt — Sy (�• City: 1Ik V 4( t_ �- : State: `-"C• Zip: 3 1 3 i- Tenant/Lessee Name: Phone#: Email: 1' / A CONTRACTOR: Company Name: VB A--071-6E=rt--$.9 l.C9 - P;mono:7a 4 r 'fel14 `" Address: 2% lZ 0 S -7t.49 • v.( i G%' City:14 (/ State: - Zip: 3303 QualifierName: Olto241.-"ry )04(t."('(5--- Phone#: 7t- .. (1.01_ -q( Lf— State Certification or Registration #: G.C` 13')-1 r3___'.4 Certificate of Competency #: DESIGNER: Architect/Engineer: )4 0n LA -0 SSG►,/ ,4.1 /9-- Phone#: 3 r -7-OJ 4' Lr Address: City: State: Zip: Value of Work for this Permit: $ 1, l'1) b Square/LinearrFF000ttage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New LJ Repair/Replace ❑ Demolition Description of Work: P. -(�" Q (/4-/ .t S'[ fa ro get( i t, r/ &- S . Z, . Specify color of color thru tile: Submittal Fee $ I;) Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) TOTAL FEE NOW DUE $ -1 l • ` D Bonding Company's Name (if applicable) 11 /4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i _ �.� ~ ^ • Mortgage Lender's Address ", ;". /� " r : RECEIVED JUN 06 2017 DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 Scope: s NOA is being issued under the applicable rules an• regulations governing the use of construction materials. documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control tion to be used in Miami Dade County and other areas where allowed by the Authority Having'Jurisdiction • • ..•• • .• . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • is NOA shall not be valid after the expiration date stated below. The Miami -Dade, y Prcx4..c!•Control '. tion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cotmtf) ieserve the right tq e this product or material tested for quality assurance purposes. If this product or material fails to ipecfo:-m i4 accepted manner, the manufacturer will incur the expense of such testing and the •ANN may immediately...• oke, modify, or suspend the use of such product or material within their jurisdiction. •1 'R jeservga t er •Eight to • •. •' oke this acceptance, if it is determined by Miami -Dade County Product Control Se&tid&S that thiS•protluct• or terial fails to meet the requirements of the applicable building code. • • . • • is product is approved as described herein, and has been designed to comply with the Ugh �Qelocity llur.icane ne of the Florida Building Code. '•• SCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. PROVAL DOCUMENT: Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by rdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on March 28, 2015, bearing e Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after- a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #13-0311.10 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E.; M.S. • .• • • • MIAMI•DADE COUNTY APPROVED 07/o 2/20/5- NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 ige 1 . Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P..2' •. . .... C. CALCULATIONS . .. • • . . . 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signaky D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS • . . . .• .... .... .... . . . �• p • 1. Notice of Acceptance No. 00-0718.02 issued to General Electri6 many ons 09/08/2000, expiring on 07/02/2003. • • • • 2. Extrusion drawings No. BVS-X10947-A & BVS 8554 by Tel Tor.er•E •trusions, •. • LTD for Birdview Skylights. • • • •• •• • • . . • •. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird 1. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0611.09 A. DRAWINGS 1. Drawing No. DADE608. 1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by American est Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. E-1 lic( y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/201.: Approval Date: 07/02/2015 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed ands. 'led by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. . .... • ▪ • •. • •••• . . . .. . 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11 "0fI24.08 • .• . .... ••.. A. DRAWINGS• • • 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2.'42.% prepaj j.by • . Birdview Skylights dated February 05, 2008, revised on F•e•gou►ary 22,.2V11, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012.•: •: • • •. B. TESTS •• • •• • 1. None. • C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADE", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. He4+ifyA. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/1.12. 2015 E-2 • Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS a . . . . .. . . ...• . . ..•0 •.•• •.•. •••• • .. •. • . .••• • • . • •••• .... . . • • • 1. Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 & 2; kZ.prepai ed by Birdview Skylights dated March 19, 2015, signed and sealed:byVipin N. Tolpt, P.E., on March 28, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. . • .. .• • ... . .. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-3 11 A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 • . • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • w • • • • • ••• • • • • ••• • •• • • • • •• • ••• • 4 •• • • • •• • _ • - • • • • • • • • • - • • • - • - • • • • • • • • ••• • • • • • • I • • •• • • e • • ••••..044 x`.000 FLATNESS ACROSS THIS SURFACE *A38 ±.0211 .320 --► .7501 .078- °`s, by i aro a e'Oe �``9\N••;4T • GENS • ▪ • • .. _ '12847 • � P � r • 7[ *•STATEoF :to• L: \•\ • dc- *EFU BVS--x10947-A ±.024 3.000 fiz 90' PRODUCT PRODUCT REVISED a5 eou:piy:ng with :he Sinidire Cede Acceptance 1:o/6"-- 0 E. •on Drs: By 06 Zo/g 'CC Corlroi 51td1:.3°6 31r t(5 .375 fI TVQ, ±.006 (2), P.I. 1.006 .S95 x.070 .0±7.00 070 6 ±.009 1.006 .613 1-.-- (-.070 ±.014 1.094 NOTES: *.00e 1 .0901YP. WALL THKN_ EXCEPT AS NOTED. IXE K0. 3-X 10947-A PRESS#2 BM NO. 1,14.9702 EMS. ND. 1.8.255 RIR. N.T. F.P.9702 PRESS#4 • ' NO. 1.A.10947 "3' lir). 1.6.10947 P9a. PLL F P,70947 L. R DRGnn .JI rroSi- vv.�•..-.... • •, •., . - ... = TOWER EXTRUSIONS, LTD. i 3 ADDED PRESS 4 100UrtG 7-25-06 SC 6 2 AOG"O EXPOSED2JRFla t_26 -0a O Nor BIRDVIEW SKYLIGHTS -03 NAWrf WAS 115.2531 - PIR* rr0. Chu NO. q $�p�yV28-233-95�R Ai.into APFU UOtTLES votive se SDARD PECIFlE CS km 1.076 =CU SUE' Me 4-28-95 't1L awn VT: 0 LOUGH DO USE 5" SELF -FLASHING 7.98 sae Nass r amass SOLID ILLov 8083 oa N*• BVS-X10947-A y�/r1. 1,291 1vcP.'u 24.984 ppwn• IS 19 �1 12%1.5 2� ''s FULL L S1HOI1AAS M3IAOJI8 a LT m 0 2.373" OUTER POLYCARBONATE DOME (Ci LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK — INNER POLYCAIU3ONA'TF.DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK 1.50 810 X 1" IIWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER SPAN, 4" MIN. 7.0" 4" MINUMUM SEE GENERAL NOTES #2 6 0" NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADIIESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENF, RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER TIIEREAFTF.R .090" EXT. ALUMINUM CURB FRAMING (6063-T5 ) NOTE: ALL ALUMINUM TO BE 6063-T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 I/2". WITH MIN. ROOF DECK PENETRATION OF 7/8" 3.0 ROOF MASTIC DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT T 80 1/4" 1- MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13@ 71/2" = 97 1/2" 14 SCERWS LS 3 7/8' (TYP.) FASTENER LAYOUT LS — LONG SIDE SS = SHORT SIDE J • 105 1/4" 3 7/8" (TYP.) 10@ 7 1/4" = 72 1/2" 11 I(•11E\ •S o • •• •• • • • TOTAL 50 SCREWS AT LOCATIONS A,B & C FOR THIS SKYLIGHT. 4'OR iii114ER 41ALLER SIZES • PoO` IDN FASTENERS @ 7 1/2" CF.4Elt Wk.CH SIDE ••• •• • • • •• BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL: 817-439-9266 FAX: 817-232-8468 DATE: 3 - 19 - 2015 MODEL: 6SF - DADE DRAWING# 6DADEI4 D12AW,� IIY • F BIRD SCALE: NTS GENERAL NOTES L THIS DESING COMPLIES WITH FBC 2010 AND 2014 • ••• • 2. 4" MINIMUM D'YTANCE FROM ANGLE LIP TO ROOF SURFACF••IS FC:2 SHIN(a.E: OR BUR WITH'-- IT INSULATION • • • • • FOR INSULATION AND ROOF TILES ADD THE TILE Him'? AND TISK • INSULATION THICKNESS TO THE 4'r MINIMUM HEIGHT. • • • • • • • t • • • • • • • • • V • • • • •• • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 6 P' - ion Date /8 ny ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON,77068 ••• • • • • ••V • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• ••