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WS-13-1023F � ?71 - S 4- -7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 194194 Permit Number: WS -5 -13 -1023 Inspection Date: January 06, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GREENBERG, MARK AND DEBORAH Work Classification: Window /Door Replacement Job Address: 485 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Buildina Deuartment Cntnmpntc Phone Number (305)754 -2593 Parcel Number 1132060140540 Phone: (954)328 -6908 ADD SKYLIGHT TO GARARE ROOF IN CONJUNCTION TO THE ROOFING MATERIALS AND REQUIREMENTS. Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 191224. not ready Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 January 03, 2014 Page 1 of 1 c�� k �� e�� Miami Shores Village Building bep"artment g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. Master Permit IS �p� FBC 20 ( <. ROOFING JOB ADDRESS:— S r 5 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Phone #: Addressi City: L42 114 In U66 e'S State: Tenant/Lessee Name: Phone #: 3,0,S— Email: CONTRACTOR: Company Name: O�'u �� % 0 Phone #: qWV" Address: z299 S &a City: &pdA / 1-4- d AJ State: A Zip: _.3z 24 Qualifier Name: A n0 &,14 Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: ' M to a cceA 9c� aT Q W-4, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ goo- Square/Linear Footage of Work: � Type of Work: ❑Addition DAlteration 5&ew YRepair/Replace ODemolition Description of Work. S&V 64. Fee $ ! Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ -j Bonding Company's Name (if applicable) )V JO Bonding Company's Address A4 City State zip Mortgage Lender's Name (if applicable) /1114 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 f ith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property ' sub 'ect tachm t. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ct' n is c seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t e ro a q reinspeceon fee gill -be charged. Signature. Owner or Agent The foregoing instrument was acknow dge before me this day of 44%- , 20 , by OCWA 4/de G vo is personally known tom r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY Lillian L Subko T� i W Commission EE032571 Expires 11/0212014. Signature Contractor The foregoing instrument was acknowledged before me this / day of �i C/ , 20 /�, by &lw cS C� who is personally known to me or who has produced 1<:2'� dc:> JP049 Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C (Revised 5/2/2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3/15/09 )(Revised 7/10/2007) I[iY]lnNllti Zoning Clerk Miami hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 26, 2013 Permit No: RF13 -857 Building Critiaue 1. Provide plans signed by a licensed architect or engineer. Identify the location and- all required framing. Norman Bruhn CBO 305 - 762 -4859 Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If an sheets are voided remove them from the plans and replace with new revised Y P P sheets and include one set of voided sheets in the re- submittal drawings. 04/26/2013 12:13 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT ! * ** TRANSMISSION OK TM /RX NO 3545 RECIPIENT ADDRESS 915614169742 DESTINATION ID ST. TIME 04/26 12:13 TIME USE 00'37 PAGES SENT 1 RESULT OK Miami %Jhores Villap luilding Department 10050 N.E.2rlri A,v(;�rrtro Miami Shores. Florida 33138 "tfl: (3 05) 795.22041 4 -ax: (305) 756.8972 April 26, 2013 Permit No: RF13.857 Building Critique IR 00 1 1. Provide plans signed by a licensed architect or engineer. Identify the location and all required framing. Norman Bruhn CBO 305 -762 -4859 I I I I� a r wlCO $ sly g I� I. PC 0 PER #: 1 A7 AV mi Shores Villa --&Y;! ie APPROVED BY DATE ZONING DEPT _4 �3 BLDG DEPT SUBJECT MCCMPUA NCE WT 17H AU FEDERAL cycle l e" Td4 '1 { r1t,L: RFY Or1S t `' `' ,ti:�::, ' °�•:�.• 75' "� 40'00 "E_ ... ;�. A.P. siial `128 aN89° ::;,..:;�;:, S P'i'p' io I Z15.00. Parkw%V i• �ai I 20.00' Asphalt Pavement I Northeast 5th Avenue 60.00' Right of uiay AFA k s �r Company, Ine. Job # 98 -782 11 -19 -1998 eat Surveyors Notes: 11 Mande Shown hereon were not abstracted for easement and /or R/W of records • 12 Survey is incomplete without Sheet 1 of 2 a � 13 Benchmark : Dade County Public Rorke Dap. Lan n/a 14 Bearings an shown hereon are Based upon plat of ref. 15 Please See Abbreviations and Legend on the Back Page of Sheet 1 of 2 18 Scale of Drawing: 1" = 20' 17 Drawn By : A. Merel Date: 11 -19 -1998 18 Dieckettes No. 128 19 Revised: 1- - Professional Surveyors & Mappers 13050 S.W. 133rd Court Miami Florida, .33186 Ph. # 305) 234 -0588 Fax # 305) 234 -0423 'k �'L` Y This certifies that the survey of the property described hereon was made under my super - vision & that the survey meets the minimum tOOhniced Standards set forth by the FFlorida :bard of Pro essional Land Surezors �t JClappers in. I:hapter 81017 -B of Florida Adrntniatrative Code. pursuant to Section 02.027, Florida Statutes. d: That the Sketch hereon is a true and accurate representation thereof to the best of my knowledge and belief'. Subject to notes 'and notations aho'u Armando F.� 6arez rofessional Survey Mapper 1 5528 State of FroOlde Valid unless Sued & Romped with Rmboned goal •gip; ; . : , ' :'=.•4.: ^.�. ,�ti 27.08' 8.10' : x:. , Pool CL k:•$ in, A a It t `' `' ,ti:�::, ' °�•:�.• 75' "� 40'00 "E_ ... ;�. A.P. siial `128 aN89° ::;,..:;�;:, S P'i'p' io I Z15.00. Parkw%V i• �ai I 20.00' Asphalt Pavement I Northeast 5th Avenue 60.00' Right of uiay AFA k s �r Company, Ine. Job # 98 -782 11 -19 -1998 eat Surveyors Notes: 11 Mande Shown hereon were not abstracted for easement and /or R/W of records • 12 Survey is incomplete without Sheet 1 of 2 a � 13 Benchmark : Dade County Public Rorke Dap. Lan n/a 14 Bearings an shown hereon are Based upon plat of ref. 15 Please See Abbreviations and Legend on the Back Page of Sheet 1 of 2 18 Scale of Drawing: 1" = 20' 17 Drawn By : A. Merel Date: 11 -19 -1998 18 Dieckettes No. 128 19 Revised: 1- - Professional Surveyors & Mappers 13050 S.W. 133rd Court Miami Florida, .33186 Ph. # 305) 234 -0588 Fax # 305) 234 -0423 'k �'L` Y This certifies that the survey of the property described hereon was made under my super - vision & that the survey meets the minimum tOOhniced Standards set forth by the FFlorida :bard of Pro essional Land Surezors �t JClappers in. I:hapter 81017 -B of Florida Adrntniatrative Code. pursuant to Section 02.027, Florida Statutes. d: That the Sketch hereon is a true and accurate representation thereof to the best of my knowledge and belief'. Subject to notes 'and notations aho'u Armando F.� 6arez rofessional Survey Mapper 1 5528 State of FroOlde Valid unless Sued & Romped with Rmboned goal VW UN N. 'IULA:I' FL. REG. # 12847 1---090 15123 LANTERN CREEK LANE --� HOUSTON, TX 77068 BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL:817 -439 -9266 FAX :817- 232 -8468 DATE: 2- 5- 08 MODEL: 6SF -DARE DRAWING# 608.1 DRAWN BY: E. BUM sui:.F. r 1) n; ? SCALE: NTS 5 r x-.070 q.- 94 elm I w. 1. •478 TYP. WALL THK. EXCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. VS- X10947 -A am 'a LA.9702 ea L Nm I.B.255 FmB ft F.P.9702 TAWr1� ��lr!nitw w►aw �., � J URR EA 1 �V� Un5 -, L 1 U■ Y BIRDVIEW SKYLIGHTS WT/FT WAS UM 6-23r S O 1 LIAESTHMNISE TOLERANCES Pur � ora In EM 1.076 a1u� -8 V— X18 -95 S m ON 6" SELF--FLASHING LAL1TUPPY�U�SNOTISCI 1.291 f2Xf.5 �� 19 I a SOLID 6063 —TS lBVS-Xl0947--:) 24.952 acs FULL G GENERAL NOTES #2 POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT t 2.373" l .50" rrrn 6.0" OUTER POLYCARBONATE DOME (GE LEXAN XL10 OR SHEFFEILD MAKROLON SL) 1 /8" THICK 1 r INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK #10 X I" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" OFROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063 -T5) 10% OT SPAN, 4" MIN. \ U .. G.E. SILICONE ADHESIVE SEAL (SCS 1000 ) 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 801/4" and maximum presures do not exceed positive 60 / negative 80 ps£ and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74"X 99" CONTINUOUS 10164 SANTOPRENE 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 THEREAFTER 0 .090" EXT. ALUMINUM CURB FRAMING 6063 -T5 ) ALL ALUMINUM TO BE 6063 -775 ALLOY FULLY MITERED AND WELDED AT CORNERS ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13@ 71/2"= 97 1/2" 3 7/8" (TI'P.) 14 SCERWS LS I 3 7/8" (I'YP.) TOTAL 50 SCREWS AT LOCATIONS 801/4" FASTENER LAYOUT 10@ 7 1/4" = 721/2" AB & C FOR THIS SKYLIGHT. LS = LONG SIDE 11 SCREWS SS FOR OTHER SMALLER SIZES SS = SHORT SIDE PROVIDE FASTENERS @ 71/2" ON CENTER EACH SIDE ice-- 105 1/4" i BIRDVIEW SKYLIGHTS I GENERAL NOTES "� rrTT r7 d T n An !"ITTINTI" Ir, 1. ALL ROOFING DETAILS SHALL COMPLY WITH FBC 2007 :)NGHORN RD. FT. WORTH TX. 76179 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE L: 817-439-9266 FAX: 17- 232 -8468 OR BUR WITHOUT INSULATION -5-08 MODEL: b F - DADE FOR INSULATION AND ROOF TILES ADD THE TILE HEEGHT AND THE " A ,....,.� , _ _ . _ _ _ _ _ _ — --- _ I INSULATION THICKNESS TO THE 4'I MIMMUM HEIGHT. ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS) SEE GENERAL NOTES # 1 e PRODUCT REVISED oscmm�yGogw�6 te<eF'loetAa oon Date a �? cow! 43 nIe . Dtv��m #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2 ". WITH MIN. ROOF DECK PENETRATION OF 7/8" ROOF MASTIC ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 /i �aSn o y /�7%ot• 5 / �rvp i`6vJ.2stXa'' J act #- "e ��( FMS WRIlo a a° �i ZZ o� o. moo? ®r� 7-4',, th i ou t X -f i 6 . �i ZZ o� WIND 02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: DC Company Name: Biagi Consulting Engineers Descri Fig Internal Pressure Coefficients for Buildings, Gcpi Condition Type of Structure Height/Least Horizontal Dim 0.63 texible Structure No Fig Internal Pressure Coefficients for Buildings, Gcpi Condition 01 Gustr :: i l - �ci ctures _ ust1 For rigid structures at Freq > 1 Hz use 0.85 0.85 Max + Max- Open Buildings Zmin 15.00 ft Cc * (33/z)"0.167 0.2281 nclosed Buildi s Lzm 1 *(zm/33)"Epsilon 427.06 ft 1/(1 +0.63 *((B +Ht )/t.zm)"0.63))"0.5 0.9172 ust2 0.925* lzm 1 +1.7 *lzm *3.4 *Q / 1 +1.7 *3.4 * 0.8814 Sines this is not a exible structure the lessor of Gustl or Gust2 are used 0.85 Fig Internal Pressure Coefficients for Buildings, Gcpi Condition Gc I Max + Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 nclosed Buildi s 0.18 -0.18 Enclosed Buildings 0311 1 -0.18 4/18/2013 ®� ®�� ®`�yet�rri�reltPSg�e ® c I 4.V le'a�ej�! Biagi Consulting Engineers WIND Design WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 6.6.12.2.1 Design Wind Pressure - Buildings, of All Heights 4/18/2013 Elev ft Kz Kzt qz lbfft" 2 Pressure Ib/ft"2 2.01 *(Ht/zg)"(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment :id -GCpi +GCpI -GCpl + /-Gcpl (Kip) (Kip -ft 15 0.85 1.00 53.38 26.68 45.91 -32.30 -13A8 58.99 42.47 318.54 Note: 1) Po$Mvve torces act towam the race ana Negative forces ac[ away from me face. Flaure 6-6 - External Pressure Coefficients, Ca Loads on Main Wind -Force Resisting SvstemaAlathod 2) L ... .......... . Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures Khf 2.01 *(Ht/zg)"(2/Alpha) 0.85 -22.15 e Kht Topographic factor (Fig 6-4) 1.00 36.301. Qh .00256* "2*1 *Kh *Kht*Kd 53.38 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 -1.00 Qhcc .00256*V "2 *1 *Khcc *Kht *Kd 1 53.38 1 psf ... .......... . Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 ! Roof Area . ft.) - eduction Factor 1.00 ms Leeward Walls Wind Dir Normal to 24 ft wall) -0.30 -23.22 -4.00 . Side Walls -0.70 -41.37 -22.15 e Overhang Bottom A licable on Windward on) 0.80 36.30 36.301. Roof - W ` - - Norman �to Rid s ; . <10 - fc�r Wind Normal td`:r48 ft fd Dist from Windward Edge: 0 ft to 30 ft - Max Cp -0.18 -17.78 1.44 m Dist from Windward Edge: 0 ft to 7.5 ft - Min Cp -1.00 -54.98 -35.77H' Dist from Windward Edge: 7.5 ft to 15 ft - Min Cp -0.85 -48.18 -28.gap Dist from Windward Edge: 15 ft to 30 ft - Min Cp -0.55 -34.57 -15.3 N 7 4' ,q'111111 lot o"'N ® Biagi Consulting Engineers WIND Design WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 from Windward Edge: 0 ft to 30 ft - Max Cp -0.18 -17.78 1 from Windward Edge: 0 ft to 7.5 ft - Min Cp -0.75 -43.64 -24 from Windward Edge: 7.5 ft to 15 ft - Min Cp -0.90 -50.45 -31 from Windward Edge: 15 ft to 30 It - Min Cp -0.50 -32.30 -13 from Windward Edoe: > 30 ft -0.30 - 23.22 4 Figure 6 -10 - External Pressure Coefficlents, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(Ht/zg)"(2/Alpha) = 0.85 Kht = Topographic factor (Fig 6-2) = 1.00 Oh = 0.00256 *(V)"2 *lmpFac *Kh *Kht"Kd = 53.38 Theta = Angle of Roof = 0.0 Deg * p = qh *(GCpf - GCpi) Floure 6 -11 - External Pressure Coefficients, GCa Loads on Components and Ciadding for Buildings w/ Ht <= 60 ft Biagi Consulting Engineers 4/1812013 !®e ® ® ®� S, SO 1111111119 Wind Pressure; on Main Wind Force ResWUng S m Surface GCpf +GCpf -GCpf qh Min P Max P 1 0.40 0.18 -0.18 53.38 11.74 30.96 2 -0.69 0.18 -0.18 53.38 -46.44 -27.23 3 -0.37 0.18 -0.18 53.38 -29.36 -10.14 4 -0.29 0.18 -0.18 53.38 -25.09 -5.87 5 -0.45 0.18 -0.18 53.38 -33.63 -14.41 6 -0.45 0.18 -0.18 53.38 -33.63 -14.41 1 E 0.61 0.18 -0.18 53.38 22.95 42.17 2E -1.07 0.18 -0.18 53.38 - 66.73 -47.51 3E -0.53 0.18 -0.18 53.38 -37.90 -18.68 4E -0.43 0.18 -0.18 53.38 -32.56 -13.35 * p = qh *(GCpf - GCpi) Floure 6 -11 - External Pressure Coefficients, GCa Loads on Components and Ciadding for Buildings w/ Ht <= 60 ft Biagi Consulting Engineers 4/1812013 !®e ® ® ®� S, SO 1111111119 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 2a 2a — 2' 2a J , 2 t t t I , t , .., , 3 ----- 2'' - -- LL , a 1B Note: The image shows a Gabled roof, but Fi 6 -11 also applies to some monoslope cases a= 2.4 => 1 3.00 ft nntihla (:link nn anv data entry line to receive a heln Scn4an i �r�� • 11 � 1 1 ®L1 � 1 l;l rlf �� • 11 � 1 1 ��1��j Note: " Inter Lone 7 tnrougn o, or 1 h tnrougn sr! ror ovemangs. 4/18/2013 �,`1o11i11111t19 /rrp F. t?/,S,��p> d 7 r � "0' t(� N A L vex' \` ®�' ®� Biagi Consulting Engineers WIND Design X!1'. !i .. _ Address: - Lot:- Stook. Rev. 5/712049 i 04 -'01 -' 13 16:31 - r � ,: • T -445 P0201/0008 F -012 1140 WMKAQM MMT, MM 1623 itAB, PUMA 33130.1663 (30-q)375-201 FAX OM 373-Mg i ✓,per` `,v ` XX � ®�1dddd /11111lAag�� MIAMFQADE METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1.563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www miamidade a °v Birdview skylights 201 Longhorn Road Fort Worth, TX 76179 Scope: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to mat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF -DADS ".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, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. M IDLE IMPACT PACT RATING: Large & Small Missile Impact 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 & renews NOA # 034303.11 and it consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. . The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 08. 0611.09 ►� Expiration Date: 07/024013 07 /31/2oo8 Approval Date: 0701/2008 Page 1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED „ 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #030303.11 A. DRAWINGS 1. Drawing No. EB696, sheets I & 1, model "6SFD- DADE ", prepared by Birdview Skylights, dated 07126100, 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 09110196, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08121196 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 00 -0718.02 issued to General Electric Company on 0910812000, expiring on 0 710212003. 2 Extrusion drawings No. BVS X10947 A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdwew Skylights, on 0811012000 and signed by E. Bird 1. No change letter issued by Birdview Skylights on 02111103 and signed by G E. Bird 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdwew Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, RE, 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/Poiycarbonate Skylight". prepared by American Test Lab of South Florida, report No. 0331.01 -08, dated 0512312008, signed and sealed by William R Mehner, P.E. and Henry Hattem, P.E. ya--� W. za� Helmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/Z008 E -1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS . 1. Anchor Calculation, sheets 1 through 3 of 3, dated 0610912008, signed and sealed by Kpin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. L4==� 4, &-Z� kO6y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0611.09 Expiration Date: 07/028013 Approval Date: 07/318008 E -2