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Home My Public Portal About07-0520 Waterline Real Estate Group r 1�Y of o ry 4 s+4-1 '''_ CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 12-12-2007 PERMIT#: 070520 WORK DESCRIPTION: NEW DOOR IN EXISTING OPENING WORK LOCATION: 16 TYBRISA ST OWNER NAME WATERLINE REAL ESTATE GROUP ADDRESS PO BOX 1072 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 786-0253 CONTRACTOR NAME RICK'S GLASS ADDRESS CITY STATE ZIP SAVANNAH GA FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEE'S CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $3,200.00 TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org iS CITY MANAGER MAYOR Q Diane Schleicher Jason Buelterman C U �Y CLERK OF COUNC] CITY COiJNCIL Vivian Woods Wanda Doyle,Mayor Pro Tem Charlie R.Brewer CITY ATTORNEY Ed Brown Edward M.Hughes Edddi e Crone Dick Smith Paul Wolff OCr'o`,S CITY OF TYBEE ISLAND FAX TRANSMITTAL SHEET Date: Od2 /`{ 200 $' Number of Pages Including Cover Sheet: a. To: t3`i a'n a. Company Name: scV- (ass Co. Fax Number: 3 3- 9 Z O / From:C `Eae3 e -or\ Title: C q \ Vlz.,SI,.a Phone Number: '486_ U5')3 ? a Lf Comments: p C2: l UL�15 /Lie` d" Co � �c�1s L, a 71 Da3 rho t 469 cA ` ten 70 w_ * * * P 0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328-2749 ` (912)786.4573•FAX(912)786-5737 0 www.cityoftybee.org D Result Report P 1 10/14/2008 13:07 Serial N0. 0135228060004 TC: 3245 Destination Start Time Time Prints Result Note 2339201 9g10-14 13:06 00:00:59 002/002 OK g Note BND: Double-SidedaBindingADirection, SP: SpecialSooriainnaal, FCODE: F-Code. RTX: Re-TX, RLY: Relay. MBX: Confidential, BUL: Bulletin. SIP: SIP Fax. IPADA: IP Address Fax. I-FAX: Internet Fax _ Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. MAYOR ,_c_ : Jason Buelterxnan -' CITY Mg1.7AGER Diane Schleicher CITY COUNCIL CLERg OF COLTNCJ Wanda Doyle,Mayor Pro Tem Charlie R.Brewer Vivian Woods Barry Brown Eddie Crone CITY AT'I'OR'F y Dick Smith Edward M.Hughes Paul Wolff CIT1' OF TYBEE ISLAND TRANSMITTAL, SIFF—VET Date: ■ o Number of Pages Including Cover Sheet= To: ay�. ,r- Comps 1y Name: i .k. • Fax Number: {�2 3_- R z Cr) / From:C 1�C-4._G `cam �a.r-5 GC-or",. Title: C i On Vs_ Phoae Number: '486 lc r a t Comments: �T •4-0• . Dews /Z 1C 20 G��ccc 1 / 7ati_ P O.Banc 2749-403 Bullet Avenue.TYl er Wand-t3ec a 3 I32$-2749 9 #� (9t2)7544573-FAX (N: www.elt).otty.ea.ear CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 07- 0 2O %� ''''6' zo ,, o t/ c cation: i 6 . D- LC ','u+4 ,y PIN#�a NAME ADDRESS TELEPHONE %wner P r ,�^ )� 9 J /�/ r 7g 6-y��S 3 Architect or 'ngineer uilding t � ' "1 -4 � C q �� , Contractor � /� �'�--O�r ,cetur� (Check all that apply) ❑ Repair ❑ Residential _ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family NI Other ❑ Commercial Details of Project: l d e/1U //ect.) 2)0p ✓ ) 1v �7 tit� stimated Cost of Construction: $ 21 0 t/ Construction Type (Enter appropriate number) (1) Wood Frame (4 �vt sonny (6) Other(please specify) (2) Wood &Maso St el &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units # :-drooms #Bathrooms Lot Area i ing sp ce(t)al sq. ft.) #Off-street parking space- Trees located &listed on ..ite p • F 4 Access: Driveway (ft.) With ulvert? With swale? Setbacks: Front Rear Sides (L) (R) #Stories Height e .'c• dit. c- measured from the average adjacent grade of the building to the extreme igh .l i 40„1 .e .uilding, exclusive of chimneys,heating units,ventilation ducts, air conditioni g - - , 7J1- ,. ors, and similar appurtances. Du ' g construction: n-site restroom facilities will be provided through2IA ;P ''l . On-site waste and debris containers will be provided by l (4-e-4_ 'A/0.4) . Construction debris will be disposed by ,./,) ,,._2 .7 by means of TALrr I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. 1 llte: /O / 07 re of Applicant: / 91 d Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification / ' NFIP Flood Zone Approved rezoning/varianc° ' Street address and numbe-: ►yew =w_ Existing Is it in compliance with (i ma;? If not, has street name a d or n 4 if er be;kg Ftto erted • MPC? FEMA Certification attar ied State Energy Code Affidav' attached Utilities and Public Works: Describe any unusual finding(s) Access to building site �a Distance to water main tap site MA1 1711Ma Distance to sewer stub site Water meter size Storm drainage Approvals: Signa, e Date FEES Zoning Administrator �, ■ Permit 35-, Code Enforcement OfficereMMIN /Z-/Z -d� Inspections / Water/Sewer 'p,' Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL 5 U RICKS GLASS COMPANY, INC 909 WHEATON STREET SAVANNAH, GA. 31401 912-232-5155 FAX.# 912-233-9201 DECEMBER 07,2007 SEA BREEZE INN 16 TYBRISIA ST. TYBEE ISLAND,GA. 31328 ATTN. BRENT PALMER REF.TEST DATA ON A PAIR OF IMPACT DOORS AND FRAMES. DOORS--PAIR OF 3'X 7'MEDIUM STILE RUGGED.MANUFACTURER--VISTAWALL ARCHITECTURAL PRODUCTS.FRAME-THE SAME. THE HINGES WILL BE A SET OF CONTINUOUS GEAR HINGE TO HELP CARRY THE LOAD OF THE DOOR GLASS.THAT WILL BE 9/16' IN THICKNESS. OPENING SIZE.76-'/2"X 86-'/:". GLASS WILL BE HURRICANE RESISTANT 9/16"AS MANUFACTURED BY COASTAL GLASS CO.OF CHARLESTON,S.C. THE TEST DATA PER THE ATTACHED SHEETS EXCEED THE REQUIRED DESIGN PRESSURE OF 45. THESE SYSTEMS ARE TESTED UP TO A DESIGN PRESSURE OF 90. I HOPE THIS WILL ASSIST YOU IN YOUR PROJECT. SINCERELY, RJfK GLASS C.,AUSTIN TURNER,P.M./PE. ATTACHED IS APPROVED TEST DATA. lir I Internet ' -4'.' ' MNIIIIIPBEN111111111 wvvw.hurricanetest coin wtor.:-;:::.r-":_:-.:-.:-.7..'"441 , I 11: 0`, . r -.:,,,f-A.11;:-. ,, , -,., . - . - NE ,i‘.. 1111115. _1 , E-Mali: 1 -- -- .e7.-. .a __,,I, ,..M InfoPhunicanetest.com #4 , IIIMM*,---, -.,-' -,-'..4f:4111111 111111111111Misre4;simmo i/ suollimmiNINIIIIIIMMI 6655 Garden Road Riviera Beech Hurricane Test Laboratory,Inc. Florida 33404 Phone:(561)881-(J020 Windows I Doom I Storefronts/Curtain Wads/Skyttts I Shuttere/EFS I Wei Budding Systems Fax: (561)881-0075 Test Date: 12/21/00 Job #: 0105-1212-0 Specimen I*: 3 (Vistawoll*7) Page#: 1 CUSTOMER INFORMATION 1.0 NAME OF APPLICANT: VISTAWALL ARCH')t CTURAL PRODUCTS 803 Airport Road Terrell,TX 75160 2.0 CONTACT PERSON: Lawrence F. Biebuyck 3.0 HTL TEST NOTIFICATION#:HTL 00086(Miami-Dade) 4.0 HU,LAB CERTIFICATION; Miami-Dade County(01-0205.03) SBCCI(119704A) PRODUCT DESCRIPTION 5.0 GENERAL DESCRIPTION:NOTE:V1STAWALL Drawing#5000RMS_01 and all accompanying sheets are incorporated into this test report by reference. 5.1 Model Designation:FG-5000 Window Wall System with RUGGED MS Out-swing Doors. 5.2 Overall Size: 209"(w)x 120"(h) 5.3 Configuration:This sample consisted of three individual frames that were each assembled separately and snapped together to form an overall frame that was three bays wide-See Drawing #5000RMS 01, 1 of 11,for an elevation of this sample. Each of the bays in this same e was cOlifi4Ured as follows: Location #Of Fixed Glass Product Type Glass Lites ' Type Left Bay 1 1 FG-5000 Left Bay N/A 1 &2 RUGGED MS Doors Center Bay 2 1 FG-5000 Right Bay 2 1 FG-5000 NOTE: The individual frame located in the left bay consisted of two vertical members,a head member,an intermediate horizontal member(door header)and a sill member(threshold). The individual frame located in either the center or the right bay consisted of two vertical members, a head member, a sill member and an intermediate horizontal member. 5.4 No./Size of Door Panels:Two panels, each panel is 42"(w) x 96"(h). 6.0 DETAILED COMPONENT DESCRIPTION: 6.1 Left Bay Individual Frame Assembly: The individual frame located in the left bay was fabricated using the following aluminum extrusions: Description Frame Head Threshold Door Header Mullion _ .,_ Part# Overall Cross Section Alloy FG-5110 4.980"x 2,500"x 0.080" 6063-T6 . J - TH-56 4.875"x 0.500"x 0 12" —6063 15 rc-sik 4.980"x 2.500"x 0.080" 6063-T6 FG-5108 5.000"x 2.500"x 0.125" 6063-16 ENGINEER OF RECORD j)v . , 3/22/01 Vinu 1 Abraham, P.E. FL Reg. # 53820 MINI MI 41111111111.1 Test Date: 17/21/00 Job #: 0105-1212~0 Specimen It: 3 yad-awa 2) Page #: 2 Demmri'tion CrmsmSectlon Alto Frame Head Flier 1.697" x --------~ ' ^�^= 4.660" .330"x 0.080" 6063-T6 Removable Glass Stop @ Transom FG-5119 1.000'x 0.750"x 0-.078" 6063-T6 Removable Weather Seal Member MaKill 1.750"x 2.093"x 0.094" 6063-T6 The following procedures (typical)were utilized when assembling this individual frame: Frame Corner Constructiom At each top corner,the mullion (FG-5108)ran through while the head member(FG-5110)was square cut, butted,and mechanically fastened to the mullion using three(3), #14 x 1011H STS fasteners. See Drawing #500ORMS_01,6 of 11, Detail 5. NOTE:` Each end of the door header was square cut, and mechanically fastened to each mullion using four(4), #14x1~HHSTS fasteners. At each bottom corner,the mullion(FG- 10 )ran through while the threshold(11-1-56) was square cut,butted and mechanically fastened to the mullion using one(1),4"long threahold (FG5000-FP7) per end. Each threshold clip was secured to the mullion using four(4), Vi-20 x 3/4'PFH MS. The threshold was then placed over the threshold dips and secured directly to the opening as described in the installation section of this test report. NOTE: After this individual frame was assembled, a conUnmooy-0|1e,(FG-5189)was applied to the jamb mullion prIor to the installation of this frame into the opening. Door Stop Attachmentt Continuous Door Stop(FG-5122)members were applied to the door header and the portions of both mullions located between the door header and the threshold. The Doo Stop used at eith ul location ched mechanically to the mullion using a single row of#1Bx1"PFH SMS located J"from each frame corner and 18°oncenter thereafter. The Door Stop used at the door header location was attached nasdh to the door header using a single row of#10 x 1-3V8,PFH SMS located G"from each end and 18^on center thereafter, Transom Glazing Pocket Assembly: A continuous fixed glass stop (RG-5118) was applied to the portions of both mullions in this individual frame located above the door header,i.e., at the transom. Each fixed glass stop was attached to the mullion usi single Qxl"PH STS located 2"away from each end of the stop and one at the centerline of the stop. NOTE: The t between each fixed glass stop end and the window wall framing was sealed with a bead of 5M7100 Polyurethane sealant, A continuous removable glass stop(FG-5119) was snapappl1ed to each mullion on the exterior side of the transom. Removable Weather Seal Member Attament: The removable weather seal member was attached at one end to the door header and at the other end to the threshold using one(1) aluminum shear block per end. NOTE: A Y2°x 3/4°u 1-1/2"shear block(FP-3)was used at the threshold location while a x4/4"X1.156"shear block(Fp'4)was used et the door header location. Each shear block was attached to either the threshold or the door header using two (Z), #10x1~PHSTS. The removable weather seal member was attached to eIther shear block using two(2), #10 x }I"FH STS. NOTE: Each end of the removable weather seal member was sealed with a bead of 5M7100 Polyurethane sealant. See Drawing #5000RMg_81, gpf1l for more information on the placement of the sealant. Frame Joint Sealant: Each head member/mullion joint and each door header/mullion joint was sealed using strips of Schnee-Morehead SM5329 TackyTmpa(0 industrial Tape Sealant. See Drawing #S00ORMS__01, 7 of 11, Detail 6 for more information on the tape sealant. Each 2NGINEE' 'F RECORD 3/22/01 Vino 1 Awahan��E. PL Reg. #53820 ovvb-717"1111.,..1,1.711111111111111.15 •-....f.4111111 11111Mararortn.1111111•11111111 11111111111111111111111111111=11111111111 Test Date: 12/21/00 Job #: 0105-1212-0 Specimen #: 3 Nistaway#2) Page #: 3 threshold/mullion joint was sealed with a bead of SM7100 Polyurethane sealant. See Drawing #5000RMS_01, 8 of 11, Detail 8 for the placement of this sealant. 6.2 Center&Right Bay Individual Frame Assembly;The individual frame located in either the center or the right bay of this sample was fabricated from the following aluminum extrusions; Description Part# Overall Cross Section Alloy Frame Head FG-5110 +980"x 2,500"x 0,080" 6063-T6 Frame Sill FG-5112 4.703"x 2.500"x 0.080" 6063-T6 Intermediate Horizontal FG-5111 4.980'x 2.500"x 0.060" 6063-16 Intermediate Mullion FG-5121 5.000"x 2.500"x 0.094" 6063-T6 Frame Head Filler FG-5113 1.697'x 0.50T x 0.050" 6063-T5 Frame Sill Filler FG-5116 2.092"x 0.500"x 0.050" 6063-13 Mullion Filler FG-5109 4.660"x 1.330°x 0.080" 6063-T6 Sill Glass Stop FG-5115 , 1.863"x 2,500"x 0.078" 6063-T6 Intermediate Horizontal Glass Stop PG-5114 1,863"x 1.250"x 0,078" 6063-T6 , Sill Flashing FG-5117 4.875"x 2,625"x 0.078" 6063-T6 The fallowing procedures(typical)were utilized when assembling each Individual frame: Frame Corner Construction: At each frame corner,the vertical frame member ran through while the horizontal frameenember was square cut, butted,and medianically fastened to the vertical using three(3),#14 x 1"HH STS fasteners. See Drawing #5000RMS_01,6 of 11, Detail 5. NOTE: This same construction method was utilized In the attachment of the intermediate horizontal to either vertical frame member. NOTE; A continuous-filler(PG-5109) was applied to the jamb mullion of the Individual frame used in the right bay prior it's installation into the opening, The glass stop used at either the sill or the intermediate horizontal locations was cut 1/16"In length less than the D.L.0, and hooked into the window wall framing. Frame Joint Sealant: Each frame joint was sealed using strips of Schnee-Morehead SM5229 TackyTape®Industrial Tape Sealant. See Drawing #5000FtMS_01, 5 of 11, Details 1,2 and 3 for the location of the tape sealant. 6.3 Overall Frame Assembly: The first step In the assembly of the overall sample was to place a continuous sill flashing(PG-5117)across the entire width of the opening where the center and right individual frames were located. NOTE.: A continuous perimeter bead of SM7100 Polyurethane sealant was applied on both the exterior and interior side of the sill flashing Including all heads of the fasteners used to attach the sill flashing to the opening. Second, the individual frame for the right bay was stacked on to the sill flashing and secured to the opening. Third,the individual frame located In the center bay was stacked on to the sill flashing and snapped to the individual frame already present in the right bay. NOTE: A continuous bead of SM7100 Polyurethane sealant was applied at the joint between each frame sill and the sill flashing and also at each joint between the sill flashing and the vertical mullions. Finally, the individual frame located in the left bay was stacked Into the opening and snapped to the individual frame already located In the center bay. NOTE: A bead of SM7100 Polyurethane sealant was also applied to the substrate prior to the attachment of this individual frame. This bead sealed the ends of the vertical mullions to the opening and also sealed the under-surface-of the threshold to the substrate. See Drawing #50001eMS_01, 7 of 11, Detail 7 for the placement of this sealant bed. NOTE; Each mullion/mullion filler Interior joint was • sealed with a bead of 5M7100 Polyurethane sealant that started at the bottom end of the • mullion and went 6"up the length of the mullion, ENGINEER OF RECORD 3/22/01 Vi nu 3.Abraham, P.E. FL Reg. # 53820 111,177 .--:77:711111 !AZ;2111110-,:titc V I; lL -711 .i ° JAR 111111111iiiam%".451111dos 11111111111111111111111111111011111 Test Date: 12/21/00 Job #: 0105-1212-0 Specimen #7, 3 (vistawan 2) Page #: 4 6.4 Overall Frame Mullion Reinforcement: Each of the mullions in the overall sample was reinforced as follows: TR^ Qty. Location Description 2 Jamb Mullion. Each jamb mullion was reinforced with one(1), 120"long piece of 12-Ga. galvanized steel reinforcement with overall cross-sectional dimensions of 4-11/16"x 1-5/16". Each piece of steel reinforcement was secured in place using one(1), 1/4"-20 x 1"HI-1 bolt with washer and nut located Ya"away from each end of steel reinforcement See Drawing #5000RMS31, 6 of 11, Detail 5, 2 Intermediate Each intermediate mullion was reinforced with one(1), 119.1/2" Mullion, long piece of 1/4"galvanized steel reinforcement with overall cross- sectional dimensions of 4-11/16"x 1-3/8". Each piece of steel reinforcement was secured in place using one(1), 1/4"-20 x 1"HH bolt with washer and nut located 1/2"away from each end of steel reinforcement. See Drawing #5000RMS_01, 6 of 11, Detail 4. 6.5 Door Panel Construction:Each of the door panels were fabricated using some or all of the following aluminum extrusions: Description Part# Overall Cross Section Alloy Top Ralf 0-1905 3.750"x 1,984"x 0.188" 6063-13 Bottom Rail D-1888 8.000"x 1.984"x 0.188" 6063-T5 Active Lock Stile D-1883 3.614"x 1016"x 0.188" 6063-T5 In-active Panel Lock Stile D-1881. 3.750"x2016"x 0.188" 6063-15 Hinge Stile D-1880 I 3.750"x 2,016"x 0.188" 6063-T5 Adjustable Astragal AS-6 1.562"x 0.331"x 0.047" 606346 Door Panel Shear Block 8-134 1.440"x 2.130"x 0.250' 6063-T6 Bottom Rail Sweep D-178 2.000"x 1.343"x 0.073" 6063-T5 Exterior Fixed Glass Stop D-152 1.115"x 0.762"x 0.125" 6063-T6 Interior Fixed Glass Sto. D-153 1.115"x 0.762"x 0.125" 6063-T6 Interior Removable Glass Stop 0-162 0.942"x 0.600"x 0.078" 6063-T6 The following procedures(typical) were utilized when assembling each door panel: Door Panel Top Corner Construction: At each corner,the horizontal member end is square cut, butted, in-directly fastened to the vertical member via a 2"long shear block(Part# 8-134- 01892). The top rail is attached to the shear block using four(4), #10 x 3/4" FH-SMS, At each corner, the shear block is mechanically fastened to the stile member using two(2), 1/4"-20 x HH bolt that passed through the door stile and threaded into a 2.6870°x 1.5620"x 11-Ga. galvanized steel back-up plate. INOTE; Each top door panel corner was additionally reinforced using two(2),welds applied to the corner. See Drawing #6000RMS_01, 9 of 11 for the location of these welds. jpggLearjel Bottom irner s ctign: At each corner,the horizontal member end is square cut, butted and tn-directly fastened to the vertical member via a 6'long shear block(Part#B- 134D1888). The bottom rail is attached to the shear block using four(4), #10 x 3/4"FH-SMS. At each corner, the shear block is mechanically fastened to the stile member using three(3), x 3/4"HH bolts. Two of these bolts passed through the door stile and threaded into a 2.687"x 1.562"x 11-Ga.galvanized steel back-up plate while the third bolt threaded into the door stile. NOTE: Each bottom door panel corner was additionally reinforced using two(2), ENGINEE OF RECORD 3/22/01 Vinu J.Abraham, P.E. Fl.Reg. # 53820 mos I us— — unamP.-r37.7;:,;25.....rism• or • fiK111111,111111115:111%.)„Mil IWns. 111M_Rf,-,m1•77--,....A .dilr4 1111111111111111111111111111111111111111 Test Date: 12/21/00 Job #: 0105-1212-0 Specimen #: 3 (Vistawall 7) Page#: 5 welds applied to the corner. See Drawing #5000RMS_01, 9 of 11 for the location of these welds, Door Panel Corner Sealant: Each joint between the vertical and horizontal door panel members was sealed using a bead of Dow Corning 795 silicone sealant. AU fasteners, holes and adjusters were cap-sealed with a bead of Dow Coming 795 silicone sealant. Exterior Fixed Glass Stop: Each exterior glass stop(Part It D-152) is attached to the door panel framing using a single row of#8 x 3/8"PH-SMS located 4-3/4"away from each end of the stop and 12"on center thereafter, NOTE Prior to the attachment of each exterior glass stop, a bead of Dow Coming 795 silicone sealant is placed on the portion of the door panel framing the glass stop is seated on. After the mechanical attachment of the glass stop,a cap bead of Dow Corning 795 silicone sealant is applied to each fastener head. Interior Fixed St,Removable Mess Step: Each interior glass stop(Part# D-153) is attached to the door panel framing using a single row of#8 x 3/8"PH-SMS located 4-3/4"away from each end of the stop and 12"on center thereafter. NOTE; Prior to the attachment of each interior glass stop, a bead of Dow Corning 795 silicone sealant is placed on the portion of the door panel framing the glass stop is seated on. After the mechanical attachment of the glass stop, a cap bead of Dow Corning 795 silicone sealant is applied to each fastener head. Each removable interior glass stop (Part# D-162) le snap fit In place. See Drawing #5000RMS_01, 7 of 11, detail 7 for more information. Miecellaneous Constru ion: A continuous aluminum sweep is applied along the bottom edge of each door panel(Part#0-178). Each sweep is secured to the bottom rail of the door panel using three(3), #10 x 2"Fel MS and three(3), #8 x Ye-FH SMS. NOTE: Each end of the sweep and the Interior leg of the sweep are sealed with a bead of Dow Coming 795 silicone sealant See Drawing #5000RMS_01, 7 of 11, Detail 7 for more information. A continuous astragal (Part# AS-6)is applied to the lock stile of the active door panel using a single row of#8 x 3/4"FM SMS located 6" from each end and 12"on center thereafter. NOTE:One flat spring was Included at each fastener location. 6.6 Glazing: 6.6.1 Glazing Material:There were two different glazing materials used in this sample: Glass Type I: 9/16"thick(overall) laminated glass produced by Globe Amerada and consisting of the following components: - 3/16"clear tempered glass - 0,050"Urethane - 0.118"Polycarbonate • 0.050"Urethane - 3/16"dear tempered glass Glass Type 2: 9/16"thick(overall) SAF-GtA5 laminated glass (Miami-Dade County N.O.A. #99-0930.01)produced by SECURITY IMPACT GLASS and consisting of the following components: - 1/4"dear tempered glass - 0.015"Aliphatic Urethane - 0.070 Polycarbonate - 0.015 Aliphatic Urethane - 1/4"clear tempered glass NO I e: Each specific makeup of the laminated glass listed above was prevIded to HTL by VISTAWALL. Only the manufacturer and the overall thickness of each laminate have been verified by HTL. ENGINEE t. OF RECORD 3/22/01 Vim 3.Abraham, P.E. FL Reg.#53820 - wompummium i--I .- ./../..p...4 ,..-410 C L.ciK1M1,1.151.11.,,-_,., 11111•111miiireZahlilill •1111111M111111111111111111111111 ' Test Date: 12/21/00 Job #: 0105-1212-0 Specimen #: 3 (Vistawali ff 2) Page #: 6 6.6.2 Window Wall Glazing Method; Each glass lite used In the window-wall portion of this sample was glazed using the following (typical)procedures: Interior Side; Using a single row of 5/16"x 5/16"NORTON ThenTialbond®V2110 structural spacer tape followed by a 5/16"x 1h"continuous bead of Dow Corning 795 silicone sealant. Exterior%de',Using a continuous extruded EPDM wedge gasket(Vistawall Part# FG- 1133), NOTE: At each glass Ilte's corners, the adjacent EPDM gaskets were sealed using a cap bead of Dow Corning 795 Silicone Building Sealant, 6.6.3 Door Panel Glazing Method: Each glass lite used in each door panel was glazed using the following(typical)procedures: Interior Side: Using a single row of 3/16"x 1/4"NORTON Thermalbond®V2106 structural spacer tape followed by a 3/16"x ,./2"continuous bead of Dow Coming 795 silicone sealant. Miller Side:Using a single row of 1/4"x 1/4"NORTON I hermalbond®V2108 structural spacer tape followed by a 1/4ff x 1/2"continuous bead of Dow Coming 795 silicone sealant. 6,6.4 Da li.ht 0• -nin•: Qty., Location Daylight Opening Glass Glass Bite Type _ 1. Door Panel. 32-511V x 71-7/16" 1 1 Door Panel, 32-5/16"x 71-7/16" 2 1 Door Transom. 82' x 19" 9/16" 1 1 Center bay,bottom row. 57-1/2"x 96" 9/16" 1 1 Center bay,top row. 57-1/2"x 164/4" 9/16" 1 1 Right bay, bottom row. 57-112°x 96" 9/16" 2 1 Right bay,top row. 57-1/2"x 16-1/4" 9/16" 2 . .... _ ... 6,7 Weather-strl. .1n.: 4 ty. Location Descri.Lion 7 If, Located on the 3/8"x 1/24 NORTON V7812 NORSEAL Neoprene SSA doorstop used at the Tape. door header. 16-If. 8-1f used along entire 3/8"x Yxn NORTON V7812 NORSEAL Neoprene SSA length of each vertical Tape. See Drawing #5000RMS 01, 11 of 11 for doorstop, information on the installation of this tape, I.e., notching of tape ends at intersection with threshold. 16-If 8-If used on each side 3/8"x 1/2"NORTON V7812 NORSEAL Neoprene 55A of the removable Tape. See Drawing #5000RMS 01, 11 of 11 for weather seal member in information on the installation of this tape, i.e., notching contact with either door of tape ends at intersection with threshold. ..nel. 16-If Two(2), 8-if strips used 60 Durometer, EPDM fin sweep gasket(Part# D1913). at the astragal attached to the active door .nel. 111 3.5-If per door panel Silicone door sweep gasket(Part # 0-174). inserted into door swee.. ENGINEER OF RECORD \PYAIC— 3/22/01 Vino 3.Abraham,P,E. FL Reg.# 53820 1•11111111111 - Mr (1 ,misvi)*w .A1 exi arroA,— soiMmoMmo1111111111111111 Test Date: 12/21/00 Sob #: 0105-1212-0 Specimen #: 3 (vistawall #2) Page # 7 Qty. Location Description 80 If. 2 rows,each 10 if long Amesbury FOAM TITE bulb gasket(Part # CW-998). and located in the mullion filler used at each mullion location. 6.8 Hardware: ACTIVE DOOR PANEL Location Description 1 Active panel meeting ADAMS-RITE M51850- PT Three Point Lock with stile. Lock main body is Reinforced Brackets(Part# 41-0828) located 30-7/16"above the bottom edge of door panel. _ 1 Active panel meeting Lock.Cylinder(VISTAWALL Part#CY1). See Drawing stile within three-point #5000RMS_01, 8 of 11, Detail 9 for information lock body. regarding the proper installation of the lock tinder. 1 Active panel meeting Pull Handle(VISTAWALL Part# PH-10).This pull handle stile,top of handle is is attached to the meeting stile using two(2), 1/4"-20 x located 42-1/4"above 1"HH STS fasteners. bottom edge of door panel. 1 Active panel hinge& Push Bar(VISTAWALL Part# P0-11).This push bar is lock stiles, located 41- attached to each stile using two (2), 1/4"-20 x 1-1/8"Fl-I 1/4"above bottom edge STS fasteners. of door panel. 4 Active panel hinge stile, HAGER 4-1/2"x 4"Stainless Steel Butt Hinge(Part located 6-3/4", 33-1/2", #331191). NOTE: Each hinge featured ball bearings 60"&92"above the and a stainless steel pin. Each hinge is attached to the bottom edge of the door door stile and the doorframe using four(4), #12-24 x panel. 1/2"FH MS that passed through the stile member and threaded into a 11-Ga. gabLar2iisk,.el jap_pku late. IN-ACTIVE DOOR PANEL Qty. Location Description 2 In-active panel meeting International door closers'FB-1200 Flushbolt stile located 10"below top (VISTAWALL Part# FD-14) with 1/4-20 Grade 5 edge of door panel and 10" threaded rods and threaded steel tips. above bottom edge of door panel. 1 In-active panel meeting Pull Handle(VISTAWALL Part#PH-10).This pull stile, top of handle is handle is attached to the meeting stile using two(2), located 42-1/4"above 1/4"-20 x 1"HH STS fasteners. bottom edge of door panel. IIIIn-active panel stiles, Push Bar(VISTAWALL Part# PB-11). This push bar located 41-1/4"above is attached to each stile using two(2), 1/4"-20 x 1- bottom edge of door tenet. 1 8"FH STS fasteners. ENGINEER OF RECORD \RIO- , 3/22/01 Vinu 3.Abraham,P.E. FL Reg, #53820 1111111111111111111111 fe.:AgnonmIli,v. ...x ILNik, :,,e-e.:eeireemiir,"eizZe: : MI ElieVee.:*--------7:-..."//ZIA df-4111111 IIMNIiiiIIIIIM011 Test Date: 12/21/00 Job #: 0105-1212-0 Specimen #: 3 (Vtawalkft 2) Page #: 8 IN ACTIVE DOOR PANEL Qty. Location 8 Description 4 In-active panel hinge stile, HAGER 4-1/2"x 4"Stainless Steel Butt Hinge(Part located 6-3/4", 33-1/2",60" #13131191). NOTE: Each hinge featured ball bearings &92"above the bottom and a stainless steel pin. Each hinge is attached to edge of the door panel, the door stile and the doorframe using four(4), #2- 24 x 1/2"FH MS that passed through the stile member and threaded into a 11-Ga. galvanized steel backup .late. 6.9 Wee. Holes: . Qty. . Location Description 2 Door header, located 27 away from 1/4"diameter weep holes. See Drawing each end of the door header. #50001111S_01,7 of 11, Detail 6. 2 Door header,located at centerline Ye"diameter weep holes. See Drawing of each cloorpanel. #5000RMS_01, 7 of 11. Detail 5. 2 Top rail of active door panel located 3/8"x 3/16"weep slot 4"from each end of the bop rail. 2 Top rail of in-active door panel ' 318"x 3/16"weep slot. located 4"from each end of the top rail. 6.10 Sealant's Used: Location Sealant Perimeter Sealant Schnee-Morehead 9.'17100 Permathane®Polyurethane Sealant. Structural Glazing Dow Corning 795 Structural Silicone Sealant Sealant Frame Joint Sealant. Schnee-Morehead SM5229 Tack Ta.• ' Industrial Tape Sealant. . INSTALLATION 7.0 Following is a description of how this sample was installed in the test buck when viewed from the exterior side: Location Anchor Description &Schedule Frame Head Each individual frame head member was attached to the steel opening using four (4),3/8"x 2"through bolts with matching nuts and washers. These fasteners were located in groups of two adjacent to each mullion and were spaced 3"and 7" away from the centerline of each mullion. Frame Sill Each individual frame sill member(center&right bays)was attached to the concrete opening using four(4),3/8"Expansion Anchors (3"min. embed). These fasteners were located in groups of two adjacent to each mullion and were spaced 3"and 7"away from the centerline of each mullion. Threshold Clip Each threshold clip was attached to the opening using two (2), 3/8"expansion anchors(3"min. embed)._See Drawing # 5000RMS_01, 8 of 11, Detail 8, Threshold The threshold was additionally secured to the concrete opening using a single row of 3/8"expansion anchors(3"min. embed) located 3"away from each end of the threshold, 3"on each side of the threshold centerline and again at the centerline of each door leaf. • ENGINEER OF RECORD 1 '--- 3/22/01 %/Mu 3.Abraham,P.E. FL Reg. #53820 111111111111111111111M 11111 11111!,11.. --491111111 Am ,utmmyy,A,,,,),, .) . Test Date: 12/21/00 3ob #: 0105-1212-0 Specimen .#1 3 (vIstawan z) Page #: 9 Location Anchor Description&Schedule Sill Flashing The continuous sill flashing used in the center and right bay locations was attached to the concrete opening using a single row of 1/4"Tapcons(1-1/2"min. embedment)that were spaced at the centerline of each glass lite. See Drawing #5000RMS._01, 5 of 11 Detail 1 for more information. TEST RESULTS 8.0 SUMMARY OF RESULTS: Test Method Test Conditions Test Conclusion Air Infiltration Test PA 202) 1,57 psf&6.24 psf PASS (ASTM E283 and Water Infiltration Test 13.5 psf PASS (ASTM E331 and PA 202) Static Load Test + 90 psf and —90 psf PASS (ASTM E330 and PA 202) Design Pressure (VVITHOUT REMOVABLE WEAIHER SEAL MEMBER) Static Load Test + 90 psf and—90 psf PASS "k===-- (ASTM E330 and PA 202) Design Pressure (wrai REMOVABLE WEATHER SEAL MEMBER) Forced Entry Resistance Test SFBC 3603.2 (b) 5 PASS (PA 202) PA 201 and SSTD 12- PASS Large Missile Impact Test (WITHOUT REMOVABLE 99 WEATHER SEAL ME.MBER) Cyclic Load Test + 90 and —90 psf PASS (PA 203 and SSTD 12-99) Design Pressure (WITHOUT REMOVABLE WEATHER SEAL mEmsER) 9.0 TEST SEQUENCE: a. Air infiltration test at 1.57 psf, b. Air infiltration test at 6.24 psf. c. Uniform static load test at 50% of positive test pressure, d. Uniform static load test at positive design pressure. e. Uniform static load test at 50%of negative test pressure, f. Uniform static load test at negative design pressure. g. Water infiltration test at 15%of positive design pressure. h. Uniform static load test at 100% of positive test pressure. i. Uniform static load test at 100%of negative test pressure j. Forced entry resistance test. k. Large missile Impact test. I. Cyclic load test, ENGINEER OF RECORD ro \ 3/22/01 •Virtu 3.A•raharn, P.E. FL.Reg. #53820 NE itaq M.\ —.711:0r60. alla° :111.1511.1"-mil —"la" Test Date: 12/21/00 Job #: 01054212-0 Specimen #: 3 (Vistawall z) Page #: 10 10.0 AIR INFILTRATION TEST RESULTS: 10.1 TEST DATA: 10.1.1 WITH REMOVABLE WEATHER SEAL MEMBER: DOOR: Test Pressure (psf) (ft'/min) (ft3imin*fi2) 1.57 5.46 0.09 0.09 WINDOW WALL: Test Pressure q q1 (psf) (ft3fmin) (ft3/min*ft2) 1.57 1.58 0.01 '-- 6.24 1.03 0.01 WINDOW WALL WITH DOORS: Test Pressure (Psi') (ft3/mIn) (ft3/rnin*ft2) 1,57 8.22 0.05 6.24 5.46 0.03 q = Measured Air Leakage CIA = Air Leakage Per Area of Specimen 10.1.2 WITHOUT REMOVABLE WEATHER SEAL MEMBER: DOOR; Test Pressure (135f) (ft3imin) (ftJmin*ft2) 1.57 19,26 0.35 6.24 40.30 0.72 WINDOW WALLWITH DOORS: Test Pressure (psf) (ft3imin) (ft3/min*ft2) 1.57 19.28 0.11 6.24 44.17 0.25 q Measured Air Leakage qA = Air Leakage Per Area of Specimen ENGINEER •F RECORD \ 3/22/01 Vinu 3, Abraham, P.E. FL Reg. # 53820 -1 i.itagoiamosmiAN7 lir _1 li r'..;Rliell ftrimi1111111 n — Test Date: 12121/00 )0b #: 0105-1212-0 Specimen #: 3 (vistiwalt 0 2) Page #: 11 10.2 REMARKS: The air infiltration measured through this specimen fell within the allowable limits far this type of product As such, this sample was found to satisfy the requirements of Miami-Dade County Protocol PA 202 and AAMA 101-97. 11.0 WATER LEAKAGE TEST RESULTS(WITH REMOVABLE WEATHER SEAL MEMBER): 11.1 TEST CONDITIONS: Test Pressure(0.15P0 -= 13.50 psf Test Duration =15.00 min. Spray Rate = 5.0 gal/(121'hr) 11.2 REMARKS: This test was conducted with the removable weather seal member in place. At the conclusion of the test duration, there was no moisture detected Inside the specimen. This specimen was found to satisfy the requirements of Miami-Dade County Protocol PA 202 and AAMA 101-97. 12.0 UNIFORM STATIC LOAD TEST RESULTS: 12.1 TEST LOAD(Ps))COMPUTATION: Manufacturer Specified Design Pressures: Inward Acting Design Pressure(Pd)„,= 90 psf Outward Acting Design Pressure(Pd) =-- 90 psf Conversion to Equivalent Test Load: Maximum Inward Acting Test Load (Pt)in-- 1.5(P )n = 135 psf Maximum Outward Acting Test Load (Pt)aut= 1.5(P4),„t = 135 psf 12.2 DEFLEL i ION GAGE LOCATIONS: 1 Nik 11,11 \ FE .6 s`ZAsk .0,1C: it , 4 4 1 -( 1- I -01 V A G --- ENGINEER OF RECORD \fl)ht'—' 3/22/01 \ohm 3. Abraham, P.E. FL Reg.# 53820 12/06/2007 15:41 84355249' COASTAL GLASS DIET PAGE 01/08 4 �¢ '� MM 1 DAOE ALITAMI-DADD COUNTY,FLORIDA MEIRO`DADE FLAMER BUILDING BU TIDING CODE COMPLIANCE OFFICE(=CO) 140 MST FLAG=STREET,SUITE 1503 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)3754905 NOTICE OF ACCEPTANCE OA Surface Specialties,Inc. 1950 Lake Park Drive Smynaa,GA 30080 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constanedon materials.The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Hoard of Rules and Appeals(BORA)to be used in Miami Dade County and other areas allowed by the Authority Having Inrisdiction(AID). .`['his 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 ineur 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 14-lanai-Dade County Product Control Division that this product or material fails to meet the requ itunnents of the applicable building code. This product is approved as described herein,and has been desigoed to.comply with the Florida Building Code including-the High Velocity Hurricane Zane. ' DESCRIPTION:Uvcvnl,a Laminate Class Component. APPROVAL DOCUMENT:Drawing No,03-222,titled"Uvekol Laminated Glass"sheet 1 of 1,dated 10/23/01, with last revision on 10/21/03,prepared by Tilteco,Inc.,signed and sealed by W,A,'I illit Jr.PE,bearing the Miami Dade Co.ntl+Product Control Reuswal stamp with the Notice of Acceptance number and.expiration date by the Miami Dade County Product Control Division. MISSILE FACT RATING:None. LABELING:Each Laminated assembly shall bear a permanent label with the manufacUrrer's name or logo,city, state and the following statement`Miami--Dade County Product Control Approved"or"MDCA-Uvekal". 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, Merida, and followed by the expiration date may he 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 etdiie 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 NOA#99-0302.04 and consists of this page,evidence page as well as the approval document mentioned above, The submitted documentation was reviewed by C F.Font PE. ,: r„, • D NOA No:03-1223.04 Expiration Date:February 8,2009 Approval Date:February S,2004 �f miler 17:70. Page 1 12/06/2007 15:41 8435524°"7 COASTAL GLASS DJT PAGE 02/08 #►�" Quality Accuracy Assurance rY A , Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah.FL 33012 Phone:305/819-7877 Fors 305/819.7998 e-mail:jlldadetaoLcorn !mewjil•tne.com November 30,2000 Laboratory No.2872 File Number 00.264 • • Raised: 1.5-2001 Report Number 1 Page 1 of 4 A4096 TFsT OF ALUMINUM> WINDOW Client 11CB Chemical,Inc, Project; Ems( . Sample: Laboratory Number 2872 Sampled by: Your mpreaentativo and receivedNownnbeK•6,200 . Reported to: UCh3 Chemical,Inc, • 2000 Lake Pack Drive • . .. Smyrna,Georgia 30080 Attentiot Mr:•JohnShtaw. Deaedptlon of Teat Iliidt:'(as received). Laboratory Number 2872 Model Ueaigaatim, , Sees COC 4500;Aiumin talFixed Window . Overall Frame Size : ;1 39 3/4"by 75 3/4Thigh. Number of Fixed Lights.. one Size of Fixed Lights . '.Clear opet in&34 3./4'4 70 3/4"high • Muntms .. 'None Mullions None Glass Thickness 0,580"*(0.555")overall laminated glass using two liter of 0.225"annealed glass with an 0.120"*(0,110")inner layer film ofUvekol S. Glazing Method Units Are interior glazed with 0,670" glazing penetrate a using an adhesive&Zing tape and a black'colored silicone, Dow Coming 995. Units have an extruded aluminum snap-on glazing bead on the interior with a vinyl wedge and a black colored silicone,.Dow Coming 995,between the bead and glass. Installatiett: Frames installed with No 14 by 3"fiat head wood ecrewa Rsault of Teat: CLIENT USE 11.•15-00 Test Measured Remarks Unit:A-1:(Temperantre:67.0:.13arameter 30.02) Large Missile Impact Test Passed Center of glass 49.1 tl/sec Lower comer of glass 50.2 ft/see Cyclic+Loading Test Passed Positive Pressure Range Cycles . Duration gimare.60.0 paf) (seconds) 0.2 to 0.5 3500 1.0 0.0 to 0,6 300 1,0 0,5 to 0.8 600 1.2 0.3to1.0 100 1.5 Note: "a"designates measurements.by laboratory THII 9 PORT f9 timerTEO pee TM!EXCLUSIVE UWE Of THE CLIENT fo weOU IT IS M A!!9lO,39 APPu 4TION IS OW TO me WIMPLE TESTED AMP re NOT rccEssAfAY INOfCATLart of me MALI RN C APPAllgeny mewl LYA OENTICAL Mtlr1U4`TfL fJ9LeAliOe OF erATEUENi9.C6Nh.H8aONHOn&xTA m Alai Op R$RgrOINGOUe AEPCptS O"OF ANY OF OUR MAO N4O15MA W,t,oUt OLP ptilifgy PEAMMHLON.II PA(IHNSOFO. 12/06/2807 15:41 843552497 COASTAL GLASS DTST PAGE 03108 k1-0-wiril.= id : Nenber 30,2000 Lnboratoty No.2872 File Number 00-264 Reissued; 1-5-2001 Report Number 1 Page 2 of 4 A.4096 Result of Test: CLIENT USE 11-15.00 Test Measured Remarks Unit:A-X;(cnawuted) Cyclic Wind Load Test„ Passed Negative Pressure Range Cycles Duration (Pama0.0 psf) (sue) 0.3 to 1.0 50 1.6 0,5 to 0,8 1050 1.3 0.0 to 0.6 50 1.0 0.2 to 0.5 3350 1.0. Unit:A-2:(l'ernperature 40,5:Barometer 30.02) • Large Missile Impact Test: • fasted Center ate= . . , 50,1 ft/sec Lower corner of glom;• ' . .. 50.1 ft/sec Cyclic Loading Test: Passed Positive Pressure ' Range Cycles_ Duration. . . . (Pine 0.0p'e) ( ):.,~;• . 0,2 to 0.5 3500 ' . • 14. ' 0.0 to 0.G 300 1,2 0.5 to 0.8 600 1.5 ' ' 0.3to1.0 100 1.9 . . Cyclic Wind Load Test; " , Passed Negative Pressure Range Cycles Duration (Finax 60.0 psi) (seconds). • . 0.3 to 1„0 50 2.1 0.5 to 0.8 1050 1.5 0.0 to 0.6 50 1.2 0.2 to 0.5 3350 1.0 Unit;A-3:(Temperature;69.0:Barometer 30.02) Large Missile Impact Test Passed Center of glass 50.4 ft/sec Lower corner of glass 49.9 it/see Cyclic Loading Test: Passed Positive Primure Range Cycles Duration (Panax 75.0 pat) (seconds) 0.2 to 0.5 3500 1.1 0.0 to 0.6 300 1.0 0.5to0.8 600 1.5 0.310 1.0 100 1.9 12/06/2007 15:41 84355249P' COASTAL GLASS DT-T PAGE 04108 4 'rim ri--- -- November 30,2000 LabosatoiyNo.2872 File Number 00.264 Issued: 1.5-2001 Report Number 1 Page 3of4 A.4096 Rcaait of Test.' CLIENT USE 11.15-00 rest Measured Remarks thit A-3:(coati urrd) Cyclic Mad Load Test: Passed Negative Pressure Range Cycles Duration (P, 5.01f) (erg) 0,3 to 1.0 50 2.1 0.5 to 0.8 1050 1.1 0.0 to 0,6 50 1.9 0.2 to 0.5 3350 1.0 Mitt A-4:(Temperature;70./:Btanr►teter3a,02) Large Missile Impact Ted:. Passed Center ofglass . 50.1 fbsec .• Lower earner of glass . •50.O1/sec Cyclic Loading Teat: • • Positive Pressure Passe Range Cycles Duratid'n, ' (Pma1075,0 psf) (seconds). . 0,2 to 0.5 3500 1:0• 0.0 to 0,6 300 . 1.2 ' 0.5to0.8 600 ' , 1.9 • 0,3 to 1.0 100 .1.9 • Cyclic Wind Load Test Passed Negative Pressure • _ Range Cycles Duration, ' " (Pmaa75.0 pat) ( )'• • 0,3 to 1,0 50 2.5 0.5 to 0.8 1050 1.0 . 0.0 to 0,6 50 1.3 0,2 to OS 3350 1.0 Unit:A-5:(T'empe'rature:72.0:Barometer 30 02) Large Center of glass Missile Impact Test: Passed 50.0 Moo Lower cornier of glass 49.7 ft/see Cyclic Loading Test: Passed Positive Pressure Range Cycles Duration (Pma"90.0 pat) (seconds) 0.2 to 0.5 3500 1.3 0.0to0.6 300 1.0 0.5 to 0.8 600 1.5 0.3to1.0 100 1.8 12/06/2007 15:41 84355249P' COASTAL GLASS DT'--1 PAGE 05/08 4011116. . (rid . . Neer 30,2000 Laboratory Nn.2872 Pale Number 00-264 Reissued: 1-5-2001 Retina Number l Page 1of4 A-4046 Result erred: CLIENT USE 11-15-00 Test Measured Remarks MEN:A-5:(ca armed) Cyclic Wind toad T Pa§c1 Negative Pressure Mange Cycles Duration (Pmax=•90,0 psf) (seconds) 0.3to1.0 50 2.1 0,5 to 0.8 1050 1.2 0.0 to 0.6 50 1.9 0.2 to 0.5 3350 L0 Unit:A-6:(Temperature.772.8r Barometer 30.02) ., ' Large tile Impact Tact: Passed Center of glass 50.0Riseo Lower corner aglow• , ' ' • 49.8 ft/sec Cyclic Loading Test Passed Positive Pressure Range Cycles ' Duration , (Porme..90.0 pet) '(seconds) • . 0.2 In 0.5 3500 . .1.2 . 0.0to0.6 300 • 1.0 .n ' 0.5 to 0.8 600 1.5 , 03 to 1.0 100 1.6 . , Cyclic Wind Load Test- Failed Negafive Rmige Cycles Duration, . (Pmsx-90.0 Pst) (seconds) ::, 0.5 to 1.0 $0 2.1 0.5 to 0.8 1050 1,6 0.0 to 0.6 50 1.9 At 34 cycles,the glass daglazed at left frame jamb, Remarks.The above teat results ware cad in accordance with instructions received from your representative. Witnessed by FENESTRATION'TES G LAEORATORY!INC. Mr.Antonio Acevedo,P.B. Mr.Micheal Berries 42 Mr.Steve Schroer 1 Mr.John Shaw Maw Ban eke President- Laberatoxy Technicians: Roberto Robletn Carlos Gonzalez. Author of Report; Mariexuz Ayala Leigh B.Sanchez eliell Clerical,Inc, . 1210612007 15:41 84355249P" COASTAL GLASS DT'�T PAGE 06108 M i A M IM MIAMI DADE COUN'T'Y,FLORIDA METRO-DADE FLAMER BtJILD1NO BDILDING CODE COMPLIANCE OF,FICE(RCCO) 140 WEST FLAMER STREET,RITE 1603 PRODUCT COMM,DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(345)395-2908 • NOTICE OF ACCEPTANCE(P►OA,) Surface Specialties,Inc 1950 Lake Park Drive Smyrna, GA 30080 SCOPE: This NOA is being 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(AIM. This NOA shall not be valid after the expiration date stated below. The Miami Dade-County Product.Control Division (In flann-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 fps to perform ill the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this act,if it is determined by Mama Dade County Product Control Division 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 High Velocity Hurricane Zone. • DESCRIPTION:Uvekol,a Laminate Class Component. APPROVAL DOCUMENT:Drawing No.03-222,titled"Uvekol Laminated Glass"sheet 1 of 1,dated 10!23101, with last revision on 10/2903,prepared by T5lteco,Inc_,signed and sealed by W.A.'alit Jr.PE,bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:None. LABELING:Each Laminated assembly shall bear a permanent label with the manufacturer's name or logo,city, state and the following statement"Miami Dadc County Product Control Approved"or"MbCA Uveko1", RENEWAL of this NOA shall be considered alter a rettewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMLNATION of this NOA will occur idler 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• he done in its entirety. • INSPECTION:A copy ofits entire NOA shall be provided to the user by the manufhcturterr or its distributors and shall be available for inspection at the job site at the request of the Building Official. Thi,4 NOA renews NOA l 99.0302.04 and consists of this page,evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by C F.Font PE. • / NOA No:03-1223„04 Expiration Dater Pebmary 8,2009 Approval Date:February 5,2004 Pagel 12/06/2007 15:41 84355249 '7 COASTAL GLASS DTST PAGE 07/08 Surface Specialties,Inc. NOTICE Q�' A P'I`ANCE:. EVJDD" 3'CE PAGE A flPAWI.NG: 1.Drawing No.03-322 of sheet I of 1,prepared by Tilteco Inc.,issued on 10/23/01,with last revision on 10123/03,signed and sealed by W.A:Tillit Tr.,PE, B TEST REPORTS: Laboratory Report Test Date Signature 1.MTS 520444 ASTM D 635 05/26/00 R. G,Miller,PE 2,MTS 520444 ASTM D1929 05/30/00 R. G.Miller,PE 3.N'S 520444 ASTM E 84 06/08/00 R C.Miller,PE. 4.MTS 520444 ASTM C158 06/08/00 R. G.Miller,PE. C CALCULATIONS: N/A D MAT AL CERTIFICATION: N/A E STATEMENTS: 1. Letter of Code Compliance issued by Tilteco Inc. on 01/08/01, signed and sealed by W,A. Tillit Ir.,PE. F QUALITY ASSURANCE 1.Building Code Compliance Office. • _�. 4 Can ,• g. : P. Sr.Product Control Exann ner NOA No 03.1223.04 Expiration Date:February 8,2009 Approval Date_February 5,2004 E-1 12/0612007 15:41 84355249 '7 COASTAL GLASS DIRT PAGE 08/08 I:4e ant s.+ f r � _,. / z1.7: i A 4 \t}.\ r • "g , .. . UYEIta17 S 5 INTER .4YE'R . .• . .•• . . '• C\tj i . P ..'`*» R t Oi1I il AF' • Ehr '4 24 • qx 0 4 R NATh Or 0 IRP • Ta0N11 y Zoi N" '^ C O A il, hit d ' ID MO !IW° 0,40 4 .91 "10 r4"1 '2 i,-.,em.„, , ca tz ' I 11 44 0% L g C ik Z < t�u gal tri :ZigIPI q0,111, D '.* rEfiaAN3 PJ 1. 1 i fir_ . T. :u•!3 at ' 0 , pu)g, • 1 *i. e $ . le4 if 7.4 . ' 1 3t a ts I t - 1 il c, + `• , Et