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00-0425 >rr::il�ulaADE � O / METROPOLITAN pADE COUNTY, FLORIDA °G J METRO•DADE FLAGLER BU!LDINC BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375.290' Glass Tech Engineering, Inc, FAX (305) 376.2908 8469 N,W, 70 Street PRODUCT CONTROL DIVISION -� (3Q5) 375.2902 Miami, FL 33183 FAX (306) 372.0339 Your application for Product Approval of., Series 2046 Aluminum Window Wall System -Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitteu Applicant,'along with Drawing No. 96-26, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et, seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing, If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use ol'such product or material tmmediatei;v. The applicant shall re-evaluate this product or material should any ammendmems to thc.�Qw�h Florida BuildiR ;•; Code be enacted affecting this product or material, The Building Code Compliancy O;fftce re�r •ti�e •••� the right to revoke this approval, if it is determined by the Building Code Compliance �)fflce thiai phis •"". product or material fails to meet the requirements of the South Florida Building Code. The explwtse of '0000' such testing will be incurred by the manufacturer, . .. •• • .. Acceptance No.:96-1024,02 it I a o Expires:09/11/00 u . 0000.. Product Control Sulaervisor:.••.; 00490. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECJFIC jNND.G-E-PJCRAi-,:-•. CONDITIONS ' • 0000. BUILDING CODE COMMITTEE • This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. �_ s anger, r Director Building Code Compliance Dept. Approved.,09/11/97 -1- Metropolitan Dade County Internet mall address, pos tmaiter(&bulldlnp,00aeonllne,aom Hurnepage. nitp://www.bviiaingcoaeQniiriv•vvm rl-!•�-.Irr1'11�^•••N`1'r�w/K.w.. ••NI1�.� Iiwr l.wn.'.... , .. Glass Tech Engineering, Inc. ACCEPTANCE No,: 96-1024,02 APPROVED 1 1997 EXPIRES SEP 11 200.0 �.� NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum glazed storefront system, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7.88 "Minimum Design Loads for Building and Other Structures", do nut cxcccu the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1,2 Model Designation: Series 2046 Aluminum Window Wall System - Impact. 1-7/8" x 5" 1.3 Overall Size: 12' - 0" (144") wide by 10' 0" (120") high x 5" deep 1.4 Configuration: 000 1.5 No. & Size of Panels: Three fixed panels: 48" o,c, wide by 120" high. One of the fixed panels is split into two lites with an intermediate horizontal mullion. 2, MATERIAL CHARACTERISTICS 2.1 Frame•and Door Panel Material: Aluminum alloys 6063-T6. 2,2 Glazing: 2.2.1 Glazing Material: 9/16"Safety-Plus laminated glass by Glasslnm N.G.I., /ire. consisting t • two lites of/4" annealed glass with a 0.125" overall thickness, three-ply oprc•Mxerlayer. Interla;c consists of two .060" thick polyester layers, one on each side of a .010" P:-T:flan, ch,0trt%lly •• • adhered between the two lites of glass. Interior lite is 3/8" shorter around t*he entire pV rimeter. ." 2.2,2 Glazing Method: Exterior glazed against the I" high x 1/8" thick Verioi; fin of.t4olniinh member, A 3/8":x 3/8" adhesive back Norton (V2212) silicone tape locafcd at:the interior perimeter base of glazing leg serves as a :separator, A structural silicone bedding cojii).o�%d Uui,- Corning 995 fills the cavity bonding interlayer and interior lite to frame fin. At the exterior, a :• snap-in extruded alum. ,884" face x 1 .665" deep glazing bead (Part N GT:OOaj:ind a•sl d yin •••;;• Tremco (TR-427N) neoprene gasket provides support on exterior side ofMass,• Glass olte is 1/� • • 2.2,3 Daylight Opening Size: Large full lite panels: 43.5/8" wide x 114.%j"J;igh . •;;:;• Small lite panels: 45.5/8" wide x 53-3/8" High. : .... 2,3 Franc Construction: ••••. ...... • .• 2.3.1 Head: Consists of a two-part, male/female, snap-in half tube members. Top part is a 1.30 ' face x 5" deep x 0.090" wall thickness, extruded aluminum, open back half-tube male section wow', fin cut out (Part # GT-002), with a groove receptor for blazing bead, two Screw splines anti a female mating connection; anchored to the structure above, Bottom part is a .938" face dcvt- x 0.090" wall thickness, extruded aluminum, open back half-tube female section (Part n GT-001; with a groove receptor for glazing bead, two screw splines and a male mating connection. AND c, mating extruded aluminum snap-in glazing bead (Part N GT-004), 2.3.2 Intermediate Horizontal Mullion: Consists of the same arrangement as the head except that the top male part remains with the fin on and an additional glazing bead is used at the top to ac mmo ate glass at an bottom. Manu Perez, P.E., Product C ro 'Examiner Produ trot Division - 2 •. Glass Tech Engineering, Inc. ACCEPTANCE No.; 96-1024,02 APPROVED 1 1 1297 EXPIRES : �SEP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.3 Jambs: Consists of the same arrangement as the head except that it is turned 90 degrees, aria that the top male part is anchored to the wall. 2.3A Intermediate Vertical Mullion: Consists ofthe same arrangement as the intermediate horizontal mullion, except that it is turned 90 degrees and is reinforced using a formcd steel channel, 1.3/16" wide x 4-3/8" deep x 1/8" thick x the entire length of the mullion, attached to mullion using 1/4" x 2-1/4" thru bolt with nuts, spaced at 6" from ends and the rest at 18" o.c. maximum, 2.3.5 Sill: Consists of the same arrangement as the head except that it is inverted and anchored to the floor slab, 2.3.6 Corner Construction: Frame corners are butt joined, frame iambs are fastened to hcaa Dula sill screw splines with two #12 x 2" HH SMS, 2.4 Panel Construction: N/A 2.5 Weatherstrip-ping; Nono. 2,6 Hardware: None. ' 2.7 Weephotes: None, 2.8 Muntins: None, 2.9 Reinforcement: •' .'. Uantl Description Locit 4 : ••.• '��• : 2,9.1 One per mullion 1.3/16" x 4-3/8" x 1/8" thick x full lnsid aeh ' length of mullion steel formed channel. intermediate verullr' Attached mullion using 1/4" x 2-1/4" RI-1 mulli4w, 401 requ r, d at MS Thru-bolts with nuts, spaced at 6" jambbs. ••� •• • from ends and the rest at' 18" o.c. max. " •'••:• 2.10 Sealants & Pads: Perimeter of glazing beads to frame and mullion seams aCe seated wttN, E 120Q••;;• sealant, on the exterior only, •' • .... see**: ...... . . 3. LIMITATIONS ....•e•• ••... 3,1 This approval applies to unlimited multiple panel unit applications, only liwpi4od to : Intermediate mullions with a 1-3/16" x 4.3/8" x 1/8" thick x full length of mullion stet! formed ••�••� channel, reinforcement: 3.1.1 Maximum Mullion Length (span) is 10' 0" (120") 3.1,2 Maximum Mullion Spacing (Tributary Width) is 4' 0" (48") o.c. for a 10' 0" ( 120") long mullion, but may be increased up to 7' f" (85") by reducing the Mullion Length. 3,1.3 Horizontal mullions may be used to divide the area of'glass panel 3.1,4 For Design Pressure Rating (Mullion Lond Capacity) vs. Mullion Length, ;Mullion Spacing; (Tributary Width), Anchor Type for Rectangular and "Trapezoidal Loads, see corresponding Tabie on Dwg, No: 96-26, Sheet I of 2. 3.2 The installation of these units shall be performed by a lens°d glazing c or certified by the, manufacturer holding this approval, _ Marl �l Perez, P,E,, Produc trol Examiner Pry due ontrol Division . 2a . .-.-V.W.-•n.Mw.NnYlr.�rrMw.nw.w--r.... .. Glass Tech Engineering, Inc. ACCEPTANCE No.: 96-1024,02 APPROVED SEA', 1 1 1997 EXPIRES SEp 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Screws and Method of Attachment, Thru perimeter framing member SILL Single row of/4" Tapcons, spaced at 4-7/8" from each jamb, at each side of each intermediate vertical mullion centerline as specified below, and the rest at 16" O.C. max. HEAD Same as sill. JAMBS : Single row of/4"Tapcons, spaced at 3" from each end and the rest at 16" o.c. max. INTERMEDIATE VERTICAL MULLIONS (Unclipped): There are three anchor types: Anchor A - Use two ''/4" x 2-3/4" HH Tapcons, one per side, located at 3" from each intermediate vert,c�l. mullion centerline in sill and head sections, Anchor B - Use four 1/4" x 2.3/4" HH Tapcons, two per side, located one at 3" and one at 6" from each intermediate vertical mullion centerline in sill and head sections. Anchor C - Use six ''/4" x 2-3/4" HH Tapcons, three per side, located one at 3 one at 6" and one at 9" from each intermediate vertical mullion centerline in sill and head sections. Select Anchor Type per instructions in Mullion Load Capacity Table on Dwg, No. 96.2Sheet I of 2. Minimum embedment of Tapcon into wood or masonry is 1-3/4", 4.2 Limit shim space to a maximum of 1/4". 4.3 Attachments of sub-bucks shall be designed by the Architect or Engineer of Records and must be in . compliance with the South Florida Building Code. :•':•: 4.4 Fasteners must have their own Notice of Acceptance and must be made of sul�nl��ssteCl•o�n�l� c adequate protection against corrosion, per DIN 50018. Aluminum contacting nle4als not considr:rd ;"'•; compatible shall be properly protected, •••• •-•• 5. IDENTIFICATION -..• 5,1 Each unit shall bear a permanent label with the manufacturer's name or logo, clrj%tate atid-loJlowln6 •; statement: "Dade County Product Control Approved". . . . .... ...... USE ...... .... 6.1 Application for building permit shall be accompanied by two copies of the f4lowi�lg; ."•'. ••;••. .... .... . . 6.1.1 This Notice of Acceptance •-;��- 6.1.2 Completely dimensioned drawing showing size and location, including height above grau: of opening to receive storefront, mean roof height, length and width of building 6.1.3 Duplicate prints of approved drawings No.96-26, Sheets I and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installatton. 6.2 The Building Official shall ensure the adequacy ol'storet'ront to meet the pressure requirement ofthe opening in which it is to be installed, 6,3 Note:'The installation of this unit will not require a htrricane protective.$YISItem, Ma tel Perez, P.E,, rod ontrol Examiner Product Control Divisiont5 2b - r , Glass Tech Engincering, Inc, ACCEPTANCE No,: 96-102 3,02 APPROVED 1 1997 EXPIRES $EP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7,1 TEST: RESULTS: TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF i '0,05 CM/FT` ........... SFBC PA 202.94 (0.15 CFM/FT ) FTL-1492 AIR INFILTRATION @ 6.24 PSF 0.05 CFM/FT '---------- SFBC PA 202.94 FTL-1492 UNIFORM STATIC PRESSURE DESIGN LOAD +85.0 PSF +85.0 PSF SFBC PA 202-94 POSITIVE 30 Seconds FTL•1492 FTL•1493 UNIFORM STATIC PRESSURE DESIGN LOAD •85.0 PSF •85,0 PSF SFBC PA 202.94 NEGATIVE 30 Seconds F-11.149? FTL•1,192 WATER RESISTANCE(PSF) +15.0 PSF' +100.6 PSF SFBC PA 202.94 (5.0 GPH/FT2) 15 min. FTL-1492 FTL•1492 UNIFORM STATIC PRES URfi FULL TEST LOAD +127.5 PSF +85.0 PSF SFBC PA 202.94 POSITIVE 30 Seconds FTL-1492 FTL•1492 UNIFORM STATIC PRESSURE FULL TEST LOAD •127.5 PS F• -85.0 PSF SFBC PA 202.94 NEGATIVE 30 Seconds FTI.•149? FTL•149? 17ORCED-ENTRY RESISTANCE(FER) Not .......... SFBC 3603.2(b)(5) & SFBC PA 202.94 Required LARGE MISSILE IMPACT TEST SATISFACTORY • SFBC PA 201.94 FTL-1492 .. . ---- .... CYCLIC WIND PRESSURE S +85.0 PSF +85.0 PSF oeee : SFBC PA 203.94 POSITIVE (4,500 cycles) FTL•1492 ; FTL••1492•-:- '....' CYCLIC WIND PRESSURE TEST 85.0 PSI ; 5; PSF • SFBC PA 203.94 NEGATIVE (4,500 cycles) FTL 149? Fri!-1,1 0 •� Design Pressure Rating (Positive) +85.0 I'S - Design Pressure Rating (Negative) For Design Pressure Rating (Mullion Capacity) vs. Mullion Length and Mullion Shiicing (TTibirtnry \Vi(Wel, see corresponding Table in Dwg. No. 96.26,Sheet I of 2 0.00 •0.00• Mullion Load Capacity readings are for Positive and Negative Vnlucs,:0066; 0.00 • 00.0• .... .... . . • Man I Perez, P.E., Produ ntrol Examiner Prod ontrol Division 2c .m.•r.n....,yr✓.•.,0.00 .. .. .-. wn• .�•.ray.�!rte-r.�11R-.417Tr•'P•,r•,.••LVt o.v..NwcvrvCNC.r..r Glass Tech Engineering, Inc. ACCEPTANCE No.: 96-1024.02 APPROVED : ' 1 > 1997 EXPIRES = SEP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8,1 Tests: 8,1,1 Test reports on 1) Air Infiltration Test, per PA 202.94 2) Uniform Static Air Pressure Test, Loading per PA 202.94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test, SFBC PA 2.01.94 5) Cyclic Loading Test, per SF-BC PA 203-94 along with installation diagram of three specimens, three panels wide, aluminum glazed storetron, system 10' 0" high x 4'0" mullion spacing, prepared by Fenestration Testing Laboratory. Inc., "Fr. Report No. FTL-1492, dated October 3, 1996, re-issued on 7/1/97, signed and sealed by Giiben Diamond, P.E, 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. 96-26, GlassTech Engineering, Inc., "Series-2046 Impact Window Nall System, Sheets 1 and 2 of 2, prepared by AI-Farooq Corporation, dated 06/15/96, with revision B dated 7/15/97, signed and sealed by Humayoun Farooq, P.E. 83 Calculations: •' •'. 8.3.1 Structural Analysis and Anchor Calculations.prepared by AI-Farooginarporatio, dated 06/17/96, signed and sealed by Humayoun Farooq, P.E, 0.000' '0000• ::0. • 0000 9. COMPARATIVE ANALYSIS Design Pressure Rating (Mullion Load Capacity) v$, Ntultitm Length•••' Mullion Spacing (Tributary Width), Anchor Type Options, see corresponding Rtfitaiig, lar and 0. Trapezoidal Loading Tables on attached Drawing No, 96.26, Sheet I of 2, bearing the Dade:(, "ilty 0000 0000 0 0 Product Control approval stamp, • . 0000 000000 10. TYPICAL ELEVATION AND CROSS SECTIONS: See GlassTech Lngiceering, 2046 Impact Window WaII.System, Drawing No. 96-26, Sheets I and 2 of'2, beltointrrhe Dada-Count: • . 0000 0000. Product Control approval stamp. • 0000 0000 . . 0000. Manu I Perez, P.E. Plans Rivr II Product Control Division 2d - Glass Tech Engineering, Inc, ACCEPTANCE No,; 96.1024,02 APPROVED 1 1 199 7 EXPIRES ; [SEP 1 , 1 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I,Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2,Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved",or as specifically slated in the specific conditions of this Acceptance 3,Rcnewals of Acceptance will not bo considered If: a)There has been a change in the South Florida Building Code nffecting the evaluation of this product and the product is not in compliance with the code changes; b)The product is no longer the some product(identical) as the one originally approved, c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentmion initially submincu , is no longer practicing the engineering profession. 4,Any revision or change In the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested ((hrough the filing of a revision application with appropriate fee) and granted by this office. 5,Any of the following shall also bo grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed lTy ttje Jxptrntjm?ele(e may Des displayed in advertising literature. if any portion of the Notice orAcct:ptance is displayed, then it MilPbe done trtttl entirety••••• • 7,A copy of this Acceptance as well as approved drawings and other documents, where it applics`lhall 6e proviW to the u`P••• by the manufacturer or its distributors and shall be available: for inspection at the job site nt all l4es. *Ile copiSj need not be resealed by the engineer, • : ••.• •••••� Vailure to comply with any section of this Acceptance shall be cause for terminntion and remo;ol of acceptance..• ....:. 9.This Acceptance contains pages I,2,2(a)through 2(d)and this last page 3. •••• • ...... .... . . Items 10, 11 & 12 listed below only Apply to glazed Products and dooi',,...• •••��• 10. Unless specifically indicated In the Acceptance (approval), this unit is approved its n single emit installation. For multlplj;:..• installation of this unit, a separate Acceptance for mullions is required from the Product Control Secnon • I I. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice ol'ncceptance. The spacing of fasteners in all other parts of the frame shall be as indicnrcd in Section 4 of'this Notice of Acceptance, but in no case shall exceed 24" on center. The lirst fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck,which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring, 12, Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code, Man-61, Perez, P, E, Plans E��Trl Produc Control Division END OF THIS ACCEPTANCE • 3 • . �- OPCNIHG HCIGHT VOT K101,17 I/I' KAX 1/4' NAX. ERIN P'Ll Pic, N H SHIN a I d � u n O O INTERIOR Y O N C wx w I+ x 1 0 yo it II �� � � V ! 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I •• .•. •• Y •••• loss• �A m�� ��1� � jre l � 0 loss• • • M /1 m1F3 • I •••f loss••• R i / II •• g N + o •� • +' � � �� � v �� � �dIIIQMIAI • �• •• t �NlJ S • r • •.loss• i • • 40.40• •••lose ���pppppp • lo L bbb e s • Q e loss• :404406 • • •40loe sr6 • • • e 40 • /' �' Y I •40e• •lot• • • wax wtx �--•�1 • • is is E; E; •; rg E9 �. . .r w� ?'l w I'I N i ♦.r.,_,_.,,.'...r:.'w.:...'.w.i.v♦-n.:-r♦ 1 _1.i.1..-I.r .rT i ..w�_.M......1�.W..r...�..f.M.•..V..M......_.. SIA RAIr♦ S IIII I II 1�_t.10 ��1u>0-7040 wPAO w�H00w wiU ;tiSrSH -H[RS.n 1 AN-r HV fU-k S P [".1.1/V n11r . w-14W S CCI FNGINff P1Nr Nr G -O.I UUSV—I r/en-1-l l QR N.W. li nrlf' mi. 1•I .1JI6r a- J/1 Gt _ „ .. ........ .... . .. (.rn!'�) nn4 at;,� ;,.•,' .iru( rliue-7b _� ISSEN 8 CO . ID : 8185790628 iQ JUL 30 ' 99 7 : 41 No . 004 P . 01 ; Steel Aiding Fire Windows - 3/4 Hour Fire Rated-I.C.B.Q. Approved • Spring Activated ., *, 4 , T., r•''(J''' Automatic Closures °I s • 114" Polished Wire or ,"`'' S ,. Obscure Glass j, 's. • Nall-On or Masonry ' QN, Type Frames .r s '' • Munting For Glass Not Exceeding 720 sq. In. -­W1NOOlY W10T11—T- Fire resistance rating of 45 minutes in wall construction of masonry, wood or steel studs per report number 2781, as CALL OUT SIZE W 4° tested under fire tests of window assemblies, A.S.T.M.E. ROUGH IN 36/4" 48%" 60'/." 725" 163-65 and National Fire Protection Association number 257-70, } NE7 36'/+" 461/+" 60'/a" 721/+" Windows are manufactured with an automatic closing device. A spring actuated closer which operates with a 160 2ay. ."/ 2" pq 1 " m [�] degree fusible link mounted on the Interior side of the u 3/4 frame. { � 6'h — MATERIAL: Frame and sash membors shall be fabricated 3" 363/q" 3—3 / ZD -- -of 16 gauge cold rolled steel,formed and assembled with 12 4 463/4 481/4". gauge gussets and 16 gauge angles.Material complies with — — ASTM A366. t 5° 60'/4" 60'/4" m ---- WEATHERSTRIPPING: Sliding sash panel shall be fully •• *so weatherstriped with silicone treated wool pile or equivalent :so:*: and vinyl, Fixed panel Is bed In sealed to Insure full i i : .••• '••' i perimeter weather seal. • .. . ..•• .•i• FINISH: All steel frame and sash members shall be fur- o :so* o nished with a primer coat on all surfaces,(Optional White or Bronze finish) conforming to Underwriters Laboratory ;. ; "'. •••• specifications, + • GLAZING: Windows to be factory glazed with obscure or 6 •. •• • clear 1/4"wire glass.Lites to have minimum of 24 gauge wire • : •..• .....o with maximum opening of one square inch per Underwriters .... *see •• Laboratory, Individual Rtes of glass shall not exceed 720 • • square inches each. Glass complies with ANSI 297.1 and S'r�/yn A (Z p AM C1036. • • • • HARDWARE:Sliding •.•• :**so: : g panels shall be furnished with a posy• • tive latching '/e" thick steel latch, which is attached to the :sees* O �••• bottom rail. It engages on a'/4"thick keeper that is surface 0 ,20 rI •••• •• •• mounted to the sill member, A spring actuated automatic •*so*• ti•• • closing device used in conjunction with a 160 degree fus- p O • '570 " :**so . Ible link assembly mounted on the unit. This assembly functions as a self closing latch. 0 p SCREEN: Screen frame shall be fabricated from 3/o" x 1" mot, ° "1 t7 tubular rolled formed aluminum sections.Screen cloth shall 3P be 18 x 16 mesh fiberglass. Screen shall be fixed mounted C7 to the interior of the window frame through the use of aluminum spring clips,When in place,the screen shall not U interfere with the operation of the sliding panel or impede '1 water drainage from the sill. '1 INSTALLATION:The Installer shall set all window frames in a level,plumb and square condition without distortion.Units 7 7 shall be prompt) caulked, flashed and anchored in accor- dance with good window Installation practice. NOTE: All windows are shown from the invide lucking out. NISSEN & COMPANY, INC. ( �N 9508 RUSH ST, SOUTH EL MONTE,CALIFORNiA 91733-1574 JANUARY'88 723-3636 ( )579.5666 24 HR.FAX LINE W)579-0628 323J 726 (61 Kty` NISSEN & CO . ID : 8185790628 JUL 30 ' 99 7 : 42 No . 004 P . 02 STEEL SLIDING FIRE WINDOW SERIES X000 --HEAD 1� ti Q� z 1 U-i O � � 2 Z C) i C) . ' .. Cc SILL QUARTER ; .... ...... ...... .... . . . . .... ..... QUARTER SCALE IN � • TERLOCK STILE :�••• JAMB—,....–� --- WINDOW DIMENSION -�- --� ROUGH OPENING WIDTI f—o-- I�l NISSEN & CO . ID • 8185790628 JUL 30 '99 7 :42 No .004 P . 03 Inspection F-'r;=e.maure 00-267D inlitokiletic-n Vaebw BLOCK w000 _ ._._ _ _ _ .. ON STUD MA i►j� JAMBS TOTAL ONLY PERIMETER TOP vlEw I�CAD STL-L ------- S I'UL) TUIAL PERIMQ 0 1 I .. . .... .... I I I • • ...... .... . . SILL 17f ... .I I BLOCK OR MASONRY I NSULLATION / --jS,LL'SASH BLOCK ADf TAR iF O R �51 Lt L 0 N LY SEE INSTALLATION INST I4UC-TIONS NISSEN & CO . ID : 8185790028 JUL 30 ' 99 T : 43 No . 004 P . 04 ���`,�„ , ....� . �......r.v\rr.rrr,r�ir \� rV11✓11\1 \Y111\LI1\V IL\.1IlJ1Y OFFICE OF THE STATE FIRE MARSIIAI. D FIRE ENGINEERING BUILDING Mn-1 RIALS LISTING PROGRAM Listing Cxpires _ ® ` s,A .,.MK. t June 30,2000 { LISTING SERVICE LISTING No, 3900-1482:100 Page 1 of 1 CATEGORY: Window Frames LISTE_E: Nissen & Company, 9805 E Rush St., South El Monte, CA 91733 Contact: Mr. Erroll Murphy (213) 723-3636. DESIGN: Model 1000 series. Refer to listee's data sheet for additional detailed product description and operational considerations. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and CSFM label. APPROVAL: Listed as a 3/4-hour fire-rated window. . . • s • 0000 •• • •• • 0000 0000 • • - • 0000 • • • • 0000 a••• • •••w 0000 • • • • • • + • 00•0 0000•• • •••! 0000+• 0000•• 0•0• • • + • • • • • 0000 0000 • ! • • • 0000• ! 02.25-97 This listing is bawd upon technical data sulrnitted by the applic:anl. C4M Fire Engineering staff has reviewed the test results acrd/or other dio but does not make an independent verification of any claims. 1 his listing is not an endorsement or rocommendation of the °_° item listed. Thi*listing should nut t>N used to verify correct opmational roquirNments or installation criteria. Refer to listee's data Oleet, installation instructions and/or other suitable information rnuces, Data lssurxi: JULY 1, 1999 Authorized By: Effective issue date to expiration dale BLN t 10, Deputy State Fire Marshal III Program Manager NISSEN & CO . ID : 8185790628 JUL 30 ' 99 7 .43 No . 004 P . 05 W�� ear lCB0 Evaluation Service, Inca y `0D' 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 1 A subsidiary corporation of the International Conference of Building Officials n EVALUATION REPORT ER-2761 Copyright®1998 ICBO Evaluation Service,inc. Reissued October 1, 1998 Filing Category: FIRE-PROTECTED OPENINGS (078) 45-MINUTES STEEL FIRE WINDOW SERIES 1000 2 Inches into the concrete, at 12 inches on center.The sill has NISSEN&CO. INC. a sash block angle bracket which is to be attached with 9508 EAST RUSH STREET No.8 TEK screws,2 inches from the ends and 12 inches on SOUTH EL MONTE,CALIFORNIA 91733 center between. The window is then removed and holes ro- drilled with a 3/e-inch drill bit. Expansion anchors are then 1.0 SUBJECT installed, and the window is placed In position and screwed 45-minute Steel Fire Window Series 1000, in place with 1/4•Inch-diameter-by-13/4-inch-long galvanized screws. Mortar and caulking are then applied in joints. 2.0 DESCRIPTION 2,2,3 Identification; Each window is identified by a label 2.1 General: specifying the fire rating,company name,address,evaluation The steel sliding window Series 1000 windows are fire win- report number,serial number, and the name and logo of the dows manufactured in widths of up to 6 feet and heights of up Inspection agency, Enterprise Engineering Laboratory, Inc. to 5 feet,Windows have No. 16 gage cold-rolled steel-frame (AA-617). heads, sills and jambs. Frames have mitred corners rein- 3.0 EVIDENCE SUBMITTED forced with No. 12 gage gussets and No. 16 gage formed angles, all screw-fastened. A removable No. 16 gage steel Report of fire test conducted in accordance with UBC Stand- track is screw-fastened to the sill, The fixed glass lights are and 7-4, and a quality control manual. listed glass, reinforced with minimum No.24 gage wire having 4,0 FINDINGS maximum openings of 1 square Inch.The steel frame is sized so that the maximum light size does not exceed 720 square That the steel sliding window Series 1000 windows de- inches.Steel ball bearings are mounted on the bottom rail of scribed In this report have a 45-minute flre-reslstive rat- the sliding section. Ing and may be used where such assemblies are per- t Openable windows are equipped ed with a Carlson and Herzig mitred by the 1997 Uniform Building Coder"', sub1gdVt V. q g diti on ons • • • automatic closing device that operates on an approved 160°F the following g ••••••�• . . . fusible link. 4.1 Each window Is latialedal desci;115418Trlthis rapdrt. • 2.2 Installation: 4.2 The nominal wlndoyu size does"got;zceed 6 faalby 5 feet, with Individual glass ll htalr'rhed to 720 2,2.1 Wood-and Steel-framed Walls:The opening must be square Inches. :. : "" •••• framed to dimensions appropriate for the size of each win- . . dow. The sill and head must be horizontally level, and the 4.3 The wire glass useV In-trf light%Is Ifsted glass,re- jambs vertical.Approved flashing and caulking are then ap- inforced with minlrpum No.24 gags wire mesh hav- plied.The window is placed in the center of the opening and Ing openings not lamer than 1 squa'rb Inch. 0 nailed, with 10-penny galvanized common nails, on wood •' • P Y g 4,4 Openable wlndow� are @qulppl3jf�ylltfi autoMgt1C• frames every 12 Inches.On steel frames,No.8 by 11/4-Inch- closing devices thfit opgrl3te on 1601 fusible.1inks. long galvanized TEK sheet metal screws are installed 12 inches on center. 4.5 The windows are•manufactured,at Ahe So ft6 gl„ 2.2.2 Concrete and Masonry Walls;The opening must be Monte,California,plar> omith folfbA ppOinspeCtions; constructed to dimensions appropria!a for the window used. by Enterprise enginoring •�909ratory,,•I�tp4• (AA'617)' The window is placed In the opening,adjusted,and 1/4-inch- 0000 •••• . diameter holes are drilled In the head and jambs, at least This report Is subject to reexamination In one year...;..' Evaluation"ports of ICRO Evaluation Service,Inc.,are issued solely to provide Information to Class A members of ICRO,utilizing the rode upon which the report J Is bated.Evaluation reports are not to be construed to representing aesthetics or any other alrrthutes not specyltally addressed nor as tat endorsement or recommen• dation for use of the subfeet report. This report is bared upon independent tests or other technical data submitted by the applicant.77se iCRO Evaluation Service,Inc.,technical staff has reviewed the test results andlor other data,hue dots not possess lest facilities to make an independent verf/lcation.There is no warranty by ICRO Evalunlion Service,Inc.,express or implied,as to any"Finding"or other mailer in the report or as to any product covered by the report.This disclaimer includes,but is not limited to,merchantahility, Page 1 of 1 Ito JU-0- h4 rJ z w r7 44. 49 40:0 0000 0 Gr PE. LAIAL CNIL'$P E SIXell 4,6 ♦ S, I R GLASS TECH ENGINEERING May 3, 2000 JOB NAME: MULTI-PURPOSE BUILDING PHASE I SOUTH MIAMI, FL JOB #: AFC 00-124 PREPARED BY: A.S. - • CHECKED BY: 2. �`�•�� • . . . .... .. . DESIGN CRITERIA: • ••• . . . . .. . .... * As per the South Florida Building Code 1994 edition for Dade:Ct�uy. ' * Wind loads as per ASCE 7-88 using corresponding loads. (For Design Parameters and loads see sheet 1). •'•' •• . . .... ...... * Mean Roof Height: 20.67 FT. ' Notes: 1. Shop drawings checked for structural requirements only!••• ..... 2. Any deviation from conditions shown on calculations or shop ' drawings to be engineered separately. 3. Impact resistant glazing or shutters required as per code: Large missile impact up to 30 ft above grade. Small missile impact above 30 ft of grade. 4. Al-Farooq Corporation will not provide a letter of compliance or inspection report unless called during installation. PREPARED BY AL-FAROOQ CORPORATION 1235 S.W. 87TH AVE MIAMI, FL 33174 (305) 264-8100 J d AL-FAROOQ CORPORATION `. 1235 S .W. 87th. AVENUE MIAMI, FL. 33174 PH. 305-264-8100 CUSTOMER :GLASS TECH ENGINEERING 05-03-2000 PROJECT :MULTIPURPOSE BUILDING PHASE I WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE7-88/93 FOR BUILDINGS 60 FT. .HIGH OR LESS ` BASIC WIND SPEED V 110 MPH IMPORTANCE FACTOR I 1 . 05 EXPOSURE CATEGORY C MEAN ROOF ELEVATION H 20 . 67 FT. ROOF SLOPE GREATER THAN 10 DEG. TRIBUTARY LOAD AREA A 14 FT^2 Kz = . 88 (TABLE 6 , p12) - VELOCITY PRESSURE Qh= . 00256 Kz (IV) ^2 = 30 . 05 . . . . .... .. . GCp COEFFICIENTS (FIGURE 3 , p17) ' ZONE 4 = +1 .37 -1 . 47 •• •• • . . .. ...... ZONE 5 = +1 . 37 -1 . 92 . . . .... ...... GLAZING TYPE OR SIMILAR GCPi COEFFICIENT = (•+••;�• . 2a..... AL:•CAffS . . .... ..... .... .... . . DESIGN PRESSURE P = Qh (GCp - GCpi) (TABLE 6 , p10) ••�•e' ZONE. 4 = + 48 . 5 PSF - 51 . 6 PSF • ZONE 5 = + 48 . 5 PSF - 65 . 3 PSF ROOF LINE ABOVE EI-Ev. -e ;a KOOL-C> CK T COVERED w R1ITAT1 TONE q OR SELECTED C.J. -ERRACE 5y ex". I T J. C.J. C.J. , (Tyr-) (TYPJ (TYP.lTTPJ 7 1 CRNNI ELEv, -0*-I'i r�iUUKTED _�ELEV. PER 6ADE COUNTY 12V I AND ADA.CODES 2._0. A -4 93/ 4U I(FxSOh m OFF IC 104 oo* ® Ij —AL • PROVIDE Go SOUND oil ATTENUATION J,OINT 3 ALONG E'4T1I CONTR, As SWOLLN e.I WALL 11)WERE •A-SwOuNlrfrp.)• 0000•(TT-P.) S"Ou"(Typ.) • Go V • • DAM • WALN Go eo**:* •••• 0000: CFFI * C G 4, o P je— o 14 WALK **Go rLEC,/TELE **Go* FIT,] In' (TYP.) _0 4 13 A'- In , Zk Of CONTROL JOINT FIB AS SWOUJM Mr.) ELEV. I ELEv. -0. tt -1. - --------- - ELE ELEV. V. SL SLOPE CI SD K 23 C I ROLL-UP 11 1 L ---Lj L-r ABOVE W-2- AL w4-- ujoQ'---- , NEW W-0,x V4 -- x 9'-V'X 4' T V T=aml EXISTING. ;=I AM JOB NO. BY A.S. DATE SHEET NO. CAL-FAROOQ CORPORATION 00-124 CHK. 15--3-00 3 CLIENT PROJECT- GLASS TECH ENGINEERING MULTI-PURPOSE BUILDING Series 2046 Window Wall System-Impact by Glass Tech Engineering NOA# 96-1024.02 Expires: 09-11-2000 Tested Size: 144"x120" Configuration: 000 Impact Resistant -No Sutters Required. , 9/16" Safety-Plus Laminated Glass: - 1/4" annealed glass - two 0.06 thk. polyester layers between 0.01 PET film Interlayer - 1/4" annealed glass Max Glass Area: 43 5/8" x 114 3/8" = 34.65 ft'- - Water Resistance: 15 psf. • (or loads vs. mullion span & width see charts dwg. 96-26 sheet 1 of 2.) : .... .•' . . t6lx PCOC� G IC�y A�E'O� . ��•7S X y3,S I S I �r: C•gn'�. G:�� '�L. ....' yb.2s'x 3.s = IN �� ..... L • • • •••• ••••• • • • �e��5n awe CLe4u:red ��. _ (65.3 I-NF 4.214 P� :, .::• ..... ....& e.e MASONRY OPENING: • y) . 2 I/4` 44 3/4" V 44.3/4" V2 1/4" p�..a. D.L.O. 4 4 4 4 Ox v � N 2 RE QV DR.H.FAROOQ,FLA. PE#16557 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305) 264-8100 e RECTANGULAR LOADING TRAPEZOIDAL LOADING DIMS. MUWON DIMS. MUWON TRIBUTARY I MULLION LOAD CAPACITY ANCHOR TRIBUTARY MULLION LOAD CAPACITY ANCHOR WIDTH ILENGTH. PSF TYPE WIDTH LENGTH PSF TYPE 1.597 48" 120' 85.0 C 48' 68.0 g B 48" 114" 85.0 C 4z. 120' 73.1 B ,602 42' 79.2 .741 1 53' 85.0 C 39-1/2' 85.0 g 51, 108" 85.0 C 375 _� 1.157 50" 68.5 g T 48' 85.0 g _ 67' 68.5 C 71.7 B 230-x{ L,.2oq 66" 69.6 C 114' 77.2 B 63" 73.3 C 42" 83.6 B •226 60" 102" 77.3 C 41-1/2- 84.7 g GT 0� 52" 69.4 B 4 57" 81.8 C 6063-T5 54' 85.0 C 51 70.9 B 67" 68.5 g 48" 108' 75.9 B 66" 69.6 B 45" 81.7 B 63" 73.3 g 43-1/2- 85.0 B 96' 55" 69.2 B 60' 77.3 B ��• LOAD 57" 81.8 g 54" 70.7 B •• • MULLION ti� MUI; 54' 85.0 51' 102" 75.3 B •••' •• • sees• 67' 68.5 g 48" 80.7 B • ••• 66" 69.6 g 46" 84.7 B • •{� 63' 73.3 B 59" 68.3 g • MULLION se • • HEf, HT • 90' 60• 77.3 B 57" 70.9 B e s•' • • 57' 81.8 B 54" 96' 75.3 B •••• \ 54" 85.0 g 51" 80.3 B ••••• sees 67' 68.5 g 48-1/2" 85.0 g • ••• r • 66' 69.6 B 63" 68.0 B e e • 0 e 63" 73.3 B 60" 71.8 B • • 84" •sees sees • • 60' 77.3 g 57" 90" 76.0 B • • • e••• W1 sees• V2- 57" 81.8 B 54' 80.7 g • • • • • • sees sees • • 54' 85.0 B 52" 84.2 B e F_OR MULLIONS-417/4 HOR- 72' 68.6 8 67" 68.5 B USE TRAP. LOAD CHA. 69' 71.8 B 66" 69.6 B 66" 75.4 B 63' 73.3 B i3" 78" 79.3 B 60" 84' 77.3 B TR16UT 60' 83.7 B 57" 81.8 B 59' 85.0 B 55-1/2' 84.3 g 78 - 68.6 B 72 68.6 A 75' 71.S B 69" 71.8 A 72' _ 74.8 B 66" 75.4 A GENERAL 69" 72 78.3 g 63" 78' 79.3 B 1. THIS STRUCTURE IS DESIGNED AS 66" 82.2 B 50" 83.7 B CODE 1994 EDITION FOR DADE 64' 85.0 g 59-1/2 84.5 g AS PER ASCE 7-88 USING COP 85- 2. DESIGN CRITERIA FOR ALUMINUM, 68.7 g 41" 85.0 A AND SAFETY FACTORS ARE IN A. 84' 69.6 B 78 68.6 A CONSTRUCTION MANUAL' LATEST E 81 72.4 B 75' 71.5 A 3• ALL EXTRUSIONS SHALL BE ALLOY 78" 66" 75.4 AE83 72" 74.8 A 4• STEEL SURFACES TO BE PLACED If, 75• 72' PLATED OR PAINTED. 78.6 69' 78.3 A 5. ANCHORS SHALL BE AS UST-ED, 72 82.2 65' 83.6 A ANCHOR EMBEDMENT TO BASE 1 69 85.0 64" 85.0 q DRESSING OR STUCCO. 85' 6. MULLIONS MAY BE USED HORIZON' 68.7 A IN CHARTS. 81* 72.4 A 7, DESIGN CRrrERIA FOR MULLION; 78" _ 75.4 A S. ANY ANCHOR OR MULLION CONDI 75' 66 78,6 q ARE TO BE ENGINEERED SEPARA' 72 82. A DESIGN LOADS SHALL BE CALCU! 70' 84.5 A ASCE 7-88, BASED ON 110 MP A(TAL hv- sl2/_= i r sM ctr4 , ro --5F&g7)G�' s CAL-FAROOQ CORPORATION JOB NO. BY A.S. DATE SHEET NO. 00-124 CHK. 15--3—00 CLIENT PROJECT GLASS TECH ENGINEERING MULTI-PURPOSE BUILDING = q. �S x U 1-I 3. ��x z_ - (qy, Z z t V v Use �Z� yvr� d G �u�c�ns Lo 1 3/y '' ew.�eel nn�n� n o Icy\e. (-e-�e Z `' ed5 e -sl0.nce a -0, s i c�.e. o � �u 1 i�on � • �Itpwc c' Lo- a r 0000 Sheep � • k o.>) x L- goo Ib . W- r k 1P 6 .. . 6666 0066 0000 . . . 0000 0000. 6666 0000. 0000.. 0000 . . . . 0000 0000 0000 6666 . . Dsc /y. r� p� i c, �-a p con ge pr �a Vt c'e . �llce� svv_clr DR.H.FAROOO,FLA. PE#16557 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305) 264-8100 Y ; i • '• • 14.8 Design Criteria G' g Edge Distance-Shear For shear bads, an edge distance, E, of 12 arlchcr ft, d BUT eters (12d) should be used to obtain the maximum bad. The minimum recommended edge distance, E, Is 5 / f anchor diameters (5d) at which point the shear load _ /, ,/ should be reduced by 50%. The following table fists the ' -' s load reduction factor, Re, for each anchor diameter,d, / based on the anchor center to ' edge distance. s s Anchor M s d. chor she E E Only 8d 7d E=Edge se mace 3/16 2-1/4 2-tiff 1.7/8 1-3/4 1-1/2 1�/8 1-1%10:�50'aMT_�•1• erlril rnr,es, 1/4 3 2.3/4 2-12 2-1/4 2 t-3/4 1-13/8 4-12 4-1/8 314 3 3/8 3 2-58 2.1 • ase Material Thickness Re 1.00 0.93 .8s �9 0.71 0.64 0.5 • The minimum recommended thickness of base material, BMT, when using the TAPPER is 125% of the embed- The Approvals and r'lst�n'gs .... ment to be used. For example, when installing an anchor The following approvals and listings are tdr 1lerence fur • to a depth of 1-1/2", the base material thickness should be poses.They should be revietrpd by the.de&tn p*ofessional•` 1-7/8". This does not apply to the face shell of a block- responsible for the product InSt il4bon to velify approved wall. base materials,sizes,and compliatte Wttl Wcodes. racing Between Anchors •••• • ICBO Research Report App$ed F4 To obtain the maximum load in tension or shear, a spac- Metro-Dade Applied For ing, S, of 10 anchor diameters (1 Od) should be used.The . .... ...... minimum recommended anchor spacing, S, is 5 anchor 14.10 Suggested Specification`....' diameters (5d) at which point the bad should be reduced I I •����• ��1�'• Y 50%. wi %• The follcng table lists the load reduction factor. Perma-Seal TAPPERTN' �,�, Rs, for each anchor diameter, d, based on the center to Concrete screw anchors shell be a one piece unit wit Nd center anchor spacing. style head. The anchors shall be formed ffom z fAnchor Anchor Spacing,S(inche—s) heat treated carbon steel with a hi-lo thread design and shall be coated with a fluoropolymer barrier coating. Tension Anchors shall be as dimensioned and supplied by the 10d 9d 8d 116 1-7i8 1-14 1-1R 1-3/8 1-1/8 1 Rawlplug Company. 1/4 2-12 2-1/4 2 1-3/a 1-12 1-1/4 Threshold TAPPER TM i 3-3/4 3-38 3 2-5i8 2-1/4 1-78 Rs 1.00 0.90 0.80 0.70 0.60 050 Concrete screw anchors shall be a one piece unit with a threshold head. The anchors shall be formed from heat Edge Distance-Tension treated carbon steel with a hi-lo thread design and shall An edge distance, E,of 12 anchor diameters(12d)should be plated according to ASTM specification 8633, SC1, be used to obtain the maximum tension load. The mini- Type Ill. Anchors shall be as dimensioned and supplied mum recommended edge distance, E,is 5 anchor diame- by the Rawlplug Company. ters (5d) at which point the tension load should be 3/8" Carbon Steel TAPPERTM reduced by 20%. The following table lists the load reduc- tion factor, Re, for each anchor dameter,d,based on the Concrete screw anchors shall be a one piece unit with a anchor center to edge distance. style head. The anchors shall be formed from 'Anchor heat treated carbon steel with a hi-lo thread design and Size - ' ' shall be plated according to ASTM specification 8633, • SC1,Type Ill. Anchors shall be as dimensioned and Sup- d 12d • • :• 6d plied by the Rawl 3116° Z32-314 ���mPanY 1/4 2.12 2•.1/4"_ 2 1.3/4 1-12 1-1/4 Stainless Steel TAPPERTm 3'8 3.14 3.3/8 3 2-&S 2-1/4 1-7'8 Concrete screw anchors shall be a one piece unit with a T,sa 091 0.89 0.88 O.ti3 o.eo style head. The anchors shall be formed from Type 304 stainless steel with a single lead hrW design. Anchors shall be as dimensioned and supplied by the Rawiplu,g Company. METROPOUTAN DADE COUNTY, FLORIDA METRO-BADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFnCE METRO-DAD£FLAGLER BUILDING 140 WEST FLAGLPR STREET.SURE 1603 MIAMI.FLORIDA 33130-1563 : PRODUCT CONTROL NOTICE OF ACCEPTANCE (3%)MWt FAX(3%)37S-2908 Eleo-Industries,Inc. PRODUCT CONTROL DIVISION 5110 Falcon Road (30,)378.2902 Rockford IL 61125-7009 FAX(305)372-633g i Your application for Product Approval of: Tapeon Con�crete Anchors •• •• - ;• •; under Chapter 8 of the Metropolitan Dade County Code governing the use of Aitertnate Matwial6 and ••' - Types of Construction,and completely described in the plans,specifications and t t l!Cjlatiori?M Submitt0ltj: Applicant. (For luting,see Section 4 of this Notice of Acceptance) • . . . . .. . .... has been recommended for acceptance by the Building Code Compliance off ce:Ae Led in Dide ' County,Florida under the specific conditions set.forth on pages 2 et.seq. and thg Standard�Kn¢itfons ...... on page 3. ' . . .... ...... This approval shall not be valid after the expiration date stated below.The Office of Bode Compliance ; reserves the right to secure this product or material at anytime from a jobsite or inanufacuue� aent for:** quality control testing. If this product or material fails to perform in the approved mainer,thc.Code Compliance Office may revoke,modify,or suspend the use of such product or rht eria) imrr ediately. The; applicant shall re-evaluate this product or material should any ammendments to the South Florida Buildhte Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval,if it is determined by the Building Code Compliance Off ce that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97-0731.15 Expires:0 1/08/01 Raul Rodfiguez Product Control Supervisor THIS IS THE COVER.SHEET,SEE ADDITIONAL.PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida tinder the conditions set forth above. anaries Danger, Director Building Code Compliance Dept. Approved:01/08198 •1- Metropolitan Dade County Elco Industries,Inc_ ACCEP'T'ANCE NO: 97& 11.15 APPROVED 1998 EXPIRES 8 001 NOTICE OF ACCEPTANCE:SPECIFIC CONDITIONS 1.0 DESCRIPTION: This approves Elco Industries Tapcon a corrosion resistant masonry dnd t;ocrctcaatcpers firtislicd with Stalgard coating. . . . .. . .... He"sty� swaed tie:washer head Alp• . "o::.•.o o . . . • p�o:p•.:6 oaf:.. `!.-gip•• '��:�;O• • • • • • • �andido Font, L•,Sr.Product Control Examiner Product Control Division -2- Elco Iedustries Inc ACCEPTANCE NO: 7 3 APPROVED : dN 1998 EXPIRES :JAN 0 8 2001 N TIC1F F NC : $PECIFIC CONDITIpNS, . Design Values: Allowable Loads in Pounds " Anchor Embedment " 38@0 PST Hollow "••• •••••• Diaat. Depth Concrete •' :': _ C. Block .. .... {'°T I Tension Shear Tension S ear • 120 206 .. 316 1% 189 207 I30 3S ' �•.' ...... I% 214 281 269 184 1 234 :. .... ...... Y 1,/� - 1% 370 465 218 3S8 : .... ..... I'/• 483 .475 330 ••:"•' Notes: 1)Allowable load Ultimate load divided by q • 2)Edge.distance for WA of allowable load is 10 diameters. 3)Center to center distance for 1009%of allowable load is 12 diameters. 4)Embedmem on web of block. 2.0 RUTALLATIONS• All tools, installations,materials and drilling shall be in accordance;with the ma specifications on file with this office and the applicable provisions of the South Flttufaeturer's orida Building Code. 3.0 All approved products under this Notice of Acceptance shall be permanently labeled with the manufacturer's logo including the manufacturer's name and the Dade County Logo for their identification at all times. f.S:a+ rQ'o font, , Sr.Product Control Examiner Product Control Division -2a- �ko hdeztries. rna ACCEPTANCE NO; 91,_0 31.15 APPROVED :JAM 8 1998 EXPIRES :JAN 0 8 2001 NOTICE OF AC CEPIA NCE•SPECLFIC CONDI'I•IONt 440 VID)CNCE SUBMITT n• Laboratory Report Test - • PSI#t395-40I44-001 Date Signature; MTS#258122-PS PA 11 D-1761 10/25/941. f W-Uilap •• �� PA i 14 04!25 &OS�d07f97 M P.ridenitine,EE • • • • • • ••.• 9.0.00 . f • •.•f 0099.• 9900•.• •1.• • • • • •••f 9900• ••ff 9999 • • . 9990• ont,PE, Sr. Product Control Examiner •2b- Product Control Division ICO InAEaLLM11M, ACCEPTANCE NO : 97.o731 .15 APPROVED EXPIRES NOTICE OF ACCEP'T'ANCE STANDARD CONDITIONS 1• Renewal of this Acceptance(approval)shall be considered after a renewal application has been filcdand the original submitted documentation,includini test supporting data,engineering documents,are no older than eight the years. 2 Any and all approved products shall be permanently labeled-with the manufacturer's name,city,state and the following statement: "Dade County Product Controi Approved^,or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. - •• ••• a There has been a change in the South Florida Building Code affecting the evalv*atitm of this�ah�nd the oduu is not to compliance with the code changes; .. • .... Pr... b) The product is no longer the same product(identical)as the one originally approved; • c) If the Acceptance holder has not complied with all the requirements of this acceptanc includi* thEcorrect • . • installation of the •••• eruct' . . • d) The engineer,who originally prepared.signed and sealed the required documet;atiottleti 4113:Styb ilrcd,is::::n&or practicing the engineering professions. 4• Any revision or dunge in the materials,use,and/or manufacture of the product or • termination of this Acceptance,unless prior written approval has been requested thsol uzhtgea11 auttotna�ieaisi n cV11 for with appropriate fee)and granted by this office, ( film 'o'a revisiotiapplicajion S. Any of the following shall also be grounds for removal of this Acceptance .• • •••• •••• a) Unsatisfactory performance of this product or process; ...... •....• b) Misuse of this Acceptance as an endorsement of any product,for sales:adv • ••• 0000 6. The Notice of Acceptance number preceded by the words Dade County,Florida,and AllibWed by the 19; y en displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be doge m its entirety. 7• A copy of this Acceptance as well as approved drawings and other documents,where it applies,shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer need not reseal the copies. g• Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9• This Acceptance contains pages 1,2,2(a)through 2(b)and this last pave 3. items 10, 11 & 12 listed below only apply to Eh-,cd products 10. Unless specifically indicated in the Acceptance(approval),this unit is approved as a sin• installation of this unit,a separate Acceptance for mullions is required from the Product Co trolrSectilonion. For muhipk 11. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance The spuin3 of fasteners in all other parts of the frame shall he as indicated in Section 4 of this Notice of Acceptance.but in no case shall exceed 24"on center. The Ctrs fastener shall be located at a maximum of 6"from each corner and mullion or stile, Fastener shall fully penetrate the buck,which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for ail windows and doors shall conform to Security and Forced Entry Prevention,Chaprer36 of South Florida Building Code. {.'and do Fdo Font, F,Sr.1roduct Control Examiner END OF THIS ACCEPTANCE oduct Control Division i METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING COOP COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STAEET,SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE -MIAMI. FLORIDA 33130.1563. (305)375.2901 Glass Tech Engineering, Inc. FAX (305)376-2908 8469 N.W. 70 Street PRODUCT CONTROL DIVISION Miami, FL 33183 (305) 375.2902 FAX (305)372-6339 Your application for Product Approval of: Series 2046 Aluminum Window Wall System•impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans,specifications and calculations as submitted by: Applicant, along with Drawing No. 96-26,Sheets 1 and 2 of 2. (For listing, see Section 8 .' .'. of this Notice oJAcceptance) has been recommended for acceptance by the Building Code Compliance office•tti be used til'Dade ."". County, Florida under the specific conditions set forth on pages 2 et. seq. and t*1e Standard tone ition 0 on page 3. •. • • b This approval shall not be valid-after the expiration date stated below. The Office of CodetC mm liance••••• reserves the right to secure this product or material at anytime from a jobsite otmAftufacturersrant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or•material imw4iately. Nh4.: applicant shall re-evaluate this product or material should any ammendments taQ-�&South'lik6aa Building Code be enacted affecting this product or material. The Building Code CompSance Officg' %a;ves &e: the right to revoke this approval, if it is determined by the Building Code Compliance Office'tFIat this : product or material fails to meet the requirements of the South Florida Building Code. The expense of 00 such testing will be incurred by the manufacturer. Acceptance No.:96-1024.02 Expires:09/11/00 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director �.• ) Building Code Compliance Dept. Approved:09/11/97 .l. Metropolitan Dade County Internet mail address: postmasterQbuitd}nppodeonline.com Homepage: http:Uwww.buildingcodeomllno.eom Glass Tech Engineering, Inc. ACCEPTANCE No.: 9d-1024.02 APPROVED Se 1 1 1997 EXPIRES : SEE 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum glazed storefront system, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7-88 "Minimum Design Loads for Building and Other Structures",do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 2046 Aluminum Window Wall System - Impact. 1-7/8" x 5" • 1.3 Overall Size: 12' - 0" (144") wide by 10'0" (120")high x 5" deep 1.4 Configuration: 000 •..•.• .... 1.5 No. & Size of Panels: Three fixed panels: 48" o.c. wide by 120" high.•One of the.flxtd;ianell; is split into two liter with an intermediate horizontal mullion. . S 2. MATERIAL CHARACTERISTICS • . . .. ...... 2.1 Frame and Door Panel Material: Aluminum alloys 6063-T6. •••• •••• •• 2.2 Glazing • • •••• •••••• 2.2.1 Glazing Material: 9/I6"Safety-Plus laminated glass by G1asf1am N.G.I., jnc. consntin *f two lites of 1/4" annealed glass with a 0.125"overall thickness, threj-p�y.core in*i;;ljytr. Inierlay=r consists of two .060" thick polyester layers, one on each side of a .(110" PF-T filragckemicalL}.'•• adhered between the two liter of glass. Interior lite is 3/8" shorter arotx4the entice-penmete:. 2.2.2 Glazing Method: Exterior glazed against the 1" high x 1/8" thick interior fin of frardlflg•• member. A 3/8":x 3/8"adhesive back Norton (V2212) silicone tape located at the interior perimeter base of glazing leg serves as a separator. A structural silicone bedding compound Do►u- Corning 995 fills the cavity bonding interlayer and interior lite to frame fin. At the exterior, a snap-in extruded alum. .884" face x 1.665"deep glazing bead (Part# GT-004) and a slide-in Tremeo (TR427N) neoprene gasket provides support on exterior side of glass. Glass bite is'/.". 2.2.3 -Daylight Opening Size: Large full lite panels: 43.5/8" wide x 114-3/8"high . Small lite panels: 45-5/8" wide x 53-3/8" high. 2.3 Frame Construction: 2.3.1 Head: Consists of a two-part,male/female,snap-in half tube members. Top part is a 1.308" face x 5" deep x 0.090" wall thickness, extruded aluminum,open back half-tube male section with fin cut out(Part# GT-002), with a groove receptor for glazing bead, two screw splines and a female mating connection; anchored to the structure above. Bottom part is a .938" face x 5" deep x 0.090" wall thickness,extruded aluminum,open back half-tube female section (Pan# GT-001) with a groove receptor for glazing bead, two screw splines and a male mating connection. AND a mating extruded aluminum snap-in glazing bead(Pan# OT-004). 2.3.2 Intermediate Horizontal Mullion: Cons isu of the same arrangement as the head except that the top male part remains with the fin on and an additional glazing bead is used at the top to accQmmqAate glass at an bottom. Mann Perez, P.E., Product C o Examiner Produ trot Division -2 - Glass Tech Engineering, Inc. ACCEPTANCE No.: 96-1024.02 APPROVED 1 1997 EXPIRES SEE 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.3 Jambs: Consists of the same arrangement as-the head except that it is turned 90 degrees, and that the top male part is anchored to the wall. 2.3.4 Intermediate Vertical Mullion: Consists of the same arrangement as the intermediate horizontal mullion,except that it is turned 90 degrees and is reinforced using a formed steel channel, 1-3/16" wide x 4-3/8"deep x 1/8" thick x the entire length of the mullion, attached to mullion using %." x 2-1/4" thru bolt with nuts, spaced at 6" from ends and the rest at 18"o.c. maximum. • • 2.3.5 Sill: Consists of the same arrangement as the head except that:it 6 ipvertedatrd anchisad to the floor slab. • • • • .. . 0000 00.0 Y 2.3.6 Corner Construction: Frame comers are butt joined, frame jembs are fa;ter:e4 to hid ani sill screw splines with two #12 x 2" HH SMS. •• •••• 2.4 Panel Construction: N/A •• • 2.5 Weatherstripping: None. . . .. 0000.. 2.6 Hardware: None. • 2.7 Weepholes: None. 0000:. 2.8 Muntins: None. • 2.9 Reinforcement: •••• •••••• Q- .0000. 0000 uantl Description Luc tlOn •••• ••••• 2.9.1 One per mullion 1-3/16" x 4-3/8" x 1/8" thick x full *."!le each...' length of mullion steel formed channel. • intermediate vertical ••'•'• Attached mullion using 1/4" x 2-1/4" RH mullion. Not requirecrat MS Thru-bolts with nuts, spaced at 6" jambs. from ends and the rest at 18" o.c. max. 2.10 Sealants & Pads: Perimeter of glazing beads to frame and mullion seams are scaled with OE 1200 sealant, on the exterior only. 3. LIMITATIONS 3.1 This approval applies to unlimited multiple panel unit applications, only limited to Intermediate mullions with a 1-3/16" x 4-3/8" x 1/8" thick x full length of mullion steel formed channel. reinforcement: 3.1.1 Maximum Mullion Length(span) is 10' 0" (120") 3.1.2 Maximum Mullion Spacing, (Tributary Width) is 4' 0" (48") o.c. for a 10' 0" (120") long mullion, but may be increased up to 7' 1" (85") by reducing the Mullion Length. 3.1.3 Horizontal mullions may be used to divide the area of glass panel 3.1.4 For Design Pressure Rating (Mullion Load Capacity) vs. Mullion Length, Mullion Spacing (Tributary Width), Anchor Type for Rectangular and Trapezoidal Loads, see corresponding Table on Dwg. No: 96-26, Sheet I of 2. 3.2 The installation of these units shall be performed by a teens d glazing c or certified by the manufacturer holding this approval. Manq6l Perez, P.E., Produc trol Examiner Produc ontrol Division - 2a- Glass Tech Engineering, Inc. ACCEPTANCE No.: 96-1024.02 APPROVED : Se I 1 1997 EXPIRES : _ SEP i i 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Screws and Method of Attachment. Thru perimeter framing member SILL Single row of Tapcons, spaced at 4-7/8" from each jamb,at each side of each intermediate vertical mullion centerline as specified below, and the rest at 16"o.c.max. HEAD Same as sill. - JAMBS : Single row of Tapeons, spaced at 3" from each end and the rest at 16" o.c. max. • • INTERMEDIATE VERTICAL MULLIONS (Unclipped): There are three anchor types: ; Anchor A - Use two /. x 2-3/4 HH Tapcons,one r side, located at 3 t•n••• Pc per " frotr=e:ch intemediate Svrtia mullion centerline in sill and head sections. • 6666 Anchor B - Use four '''A" x 2-3/4"HH Tapcons,two per side, located one at'3" and one.8t d'Yrom Each intermediate vertical mullion centerline in sill and head sections. Anchor C - Use six W' x 2-3/4" HH Tapcons, three per side, located one at-3 t ag a at ate one at 9" from each intermediate vertical mullion centerline in sill and head sections. : •..• 6696.. Select Anchor Type per instructions in Mullion Load Capacity Table on DougkoNlo. 96-29. I of 2. •, Minimum embedment of Tapcon into wood or masonry is 1-3/4". 0 •••• •6•••• 4.2 Limit shim space to a maximum of 1/4". • 4.3 Attachments of sub-bucks shall be designed by the Architect or Engineer of ltecord�6Wmust be in; compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made efssainless steeleor have; adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered'" compatible shall be-properly protected. • 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive storefront,mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.96-26, Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of storefront to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a h rricane protectiv tem. M 1 Perez, P.E., rod ntrol Examiner Product Control Division -2b - Glass Tech Engineering, Inc. ACCEPTANCE No.: 96-1024.02 APPROVED ; & 1997 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.TESTS PERFORMED 7.1 TEST: RESULTS: TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.51-PSF 0.05 CM/FT -- SFBC PA 202-94 (0.15 CFM/FT�) FTL-Id92 AIR INFILTRATION .24 PSF 0.05 CFM/FT ----------- SFBC PA 202-94 FTL-1492 ' UNIFORM STATIC RESSU DESIGN LOAD +85.0 P +85.0 PSF SFBC PA 202-94 POSITIVE 30 Seconds FTL-1492 FT1,149 • UNIFORM STATIC PUSSUFLE DESIGN LOAD .85.0 PSF -85.0 PSF.. •• • d SFBC PA 202-94 NEGATIVE 30 Seconds FTL-1492 FTL•--14; WATER RESISTANCE(PSF)PSF) + ( .0 PSF � +100.-0 P+SF • SFBC PA 202-94 (5A GPWFT2) 15 min. FTL-1492 7 FTi-j49; UNIFORM STATIC PRESSURE ULL ST TE L AD +127.5 �• +85.0 FiV ...... SFBC PA 202-94 POSITIVE 30 Seconds FTL-1492 ... FTL-lApao •� UNIFORM STATIC PRESSURE FULL TEST LOAD -127.5 PSF 854P9F •••• SFBC PA 202-94 NEGATIVE 30 Seconds FTL-1492 •• FTL-1492 • FOR ED-ENTRY RESISTANCE(FER) Not ....._s_t�r_ ••• SFBC 3603.2(b)(5)&SFBC PA 202.94 Required •••• �••••• LARGE MISSILE IMPACT TEST SATISFACTORY • SFBC PA 201-94 FTL-1492 •••• •••••• ' CYCLIC WIND PRESSURE TEST +85.0 PS +85.0 PSF •• • SF8C PA 203.94 POSITIVE (4,500 cycles) FTL-1492 FTL-1492 CYCLIC WIND PRESSURE TEST •85. -85.0 PSF SFBC PA 203-94 NEGATIVE (4,500 cycles) FTL-1492 FTL-1492 Design Pressure Rating(Positive) +85.0 PSF Design Pressure Rating(Negative) -85.0 PSF For Design Pressure Rating(Mulllon Capacity)vs. Mullion Length and Mullion Spacing(Tributary Width), see corresponding Table in Dwg.No.96-26,Sheet 1 of 2 Mullion Load Capacity readings are for Positive and Negative Values. Man 1 Parez, P.E., Produ ntrol Examiner -2c. Prod ontrol Division I Glass Tech Engineering, Inc. ACCEPTANCE'No.: 96-1024.02 APPROVED 1 1 1991 EXPIRES SEP. 1 1. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I S. EVIDENCE SUBMI'T'TED 8.1 Tests: ! 8.1.1 Test reports on 1)Air Infiltration Test,per PA 202-94 ' 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test,per PA 202-94 - 4)Large Missile Impact Test, SFBC PA 201-94 5) Cyclic Loading Test, per SFBC PA 203-94 .' .'. along with installation diagram of three specimens,three panels wid; aFritinum gj#;ed storefjoni Y, system 10'0" high x 4'0" mullion spacing, prepared by Fenestration srAgittg Lattgrj%pfy, Inc.,.Twt Report No. FTL-1492,dated October 3, 1996, re-issued on 7/1/97,signed and scaled by Gijbert Diamond, P.E. .. .... 8.2 Drawings: • . .1 Manufacturer's die drawings and sections. • 8.2.2 Drawing No. 96.26; GlassTech Engineering, Inc., "Series-2046Jmpact Window.Wall�••.'• System, Sheets 1 and 2 of 2, prepared by Al-Farooq Corporation, dated 06'15/96.,0 ith revi3iotrA- dated 7/15/97, signed and sealed by Humayoun Farooq, P.E. ; 8.3 Calculations: •••• •••••• 8.3.1 Structural Analysis and Anchor Calculations prepared by Al-FF M .Co 1; rp o• n, dat• • g q. a•�4• ed... 06/17/96, signed and sealed by Humayoun Farooq, P.E. •••• ••• •• 9. COMPARATIVE ANALYSIS Design Pressure Rating(Mullion Load Capacity)vs. Mullion Loength, Mullion Spacing (Tributary Width), Anchor Type Options, see corresponding Rectangular and Trapezoidal Loading Tables on attached Drawing No. 96-26, Sheet 1 of 2, bearing the Dade County Product Control approval stamp. 10.TYPICAL ELEVATION AND CROSS SECTIONS: See GlassTech Engineering, Inc., "Series- 2046 Impact Window Wall System, Drawing No. 96-26, Sheets I and 2 of 2, bearing the Dade County Product Control approval stamp. Manu 1 Perez, P.E.Plans 11-1s cr II Product Control Division -2d- Glass Tech Engineering,inc. ACCEPTANCE No.: 96-1024.02 APPROVED EXPIRES :[SEP l 1 2000 NOTiCE OF ACCEPTANCE STANDARD CONDITIONS I.Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data.engineering documents,are no older than eight(g)years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name,city,state,and the following statement: "Dade County Product Control Approved",or as specifically stated in the specific conditions of this Acceptance. 3-Renewals of Acceptance will not be considered if: a)There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; • b)The product is no longer the same product(identical)as the one originally approved; • • c)If the Acceptance holder has not complied with all the requirements of this aV ep*arxe, incluAtn the •• r correct installation of the product; d)The engineer who originally prepared,signed and scaled the required documentation initially sit�ained:is no longer practicing the engineering profession. •• ***fee 4.Any revision or change in the materials,use,and/or manufacture of the product or processshall automatically be cause for termination of this Acceptance,unless prior written approval has been requested(through the filing ofe my sion appliciiq with appropriate fee)and granted by this office. • .Any of the following shall also be grounds for removal of this Acceptance: . . .w.. ...... a) Unsatisfactory performance of this product or process; • .... ...... b)Misuse of this Acceptance as an endorsement of any product,for sales,adve.�isi n&or any eVeipurpose w • 6.The Notice of Acceptance number preceded by the words Dade County,Florida,and {ollowk by tht x*ration dateemay�be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,t1 L it shall be done in itas er*tlely. 7.A copy of this Acceptance as well as approved drawings and other documents,where it applies,shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages 1,2,2(a)through 2(d)and this last page 3. Items 10, 11 At 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance(approval),this unit is approved as a single unit installation. For multiple installation of this unit,a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance.The spacing of fasteners in all other pans of the frame shall be as indicated in Section 4 of this Notice of Acceptance,but in no cast shall exceed 24"on center.The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck,which shall be the same size as the one tested with the unit.No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention,Chapter 36 of the South Florida Building Code. Man 1 Percz,P.E. r Plans E I Produff Control Division END OF THIS ACCEPTANCE •3• 02/17%1998 13:28 3055992730 GLASS TECH PAGE 09 HN-i•i lt•q Tr! 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(305) 264-8100 FAX. (305) 262-6978 N o enk by: (305) 594-4321 STORE GTE96-26