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HomeMy WebLinkAboutNOA'SSCANNED • `. MIAMI•DADE MiA111I-DADECOUNTY PRODUCT CONTROL SECTION i 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOA1IC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmmiaml ade.eoy/economv Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). I This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for, quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianu Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " IR--501 Flush, Dry and Wet Glazed" Aluminum Storefront System - L.M.I. APPROVAL DOCUMENT: Drawing No. 1461, titled "IR501 Aluminum Store Front System - Large Missile Impact" Sheets 01 thru 09 of 09, dated 07/14/06, with revision "Cl" dated 09/02/11, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaeffer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County ProductlControl Section. MISSILE IMPACT ]RATING: Large i Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 'Miami -Dade County, Florida, and followed by the expiration date may; be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. I1-0915.06 and consists of this page 1 and evidence pages E-1 and F-42, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-0430.18 MIAM!•DAO; COUNTY Expiration Date: Ii'ebruary 15, 2017 �Vo ApprovalDate: August28,2014 Page 1 Kawneer Company, Inc; ' NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder previous NOA No. 09-0218.07) 2. Drawing No. 1461, titled "IR501 Aluminum Store Front System -Large Large Missile Impact" Sheets 01 thru 09 of 09, dated 07/14/06 with revision "Cl" dated 09/02/11, prepared by W. W. Schaeffer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaeffer, P. E. (Submitted under previo»s NOA No.11-0915.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202--94 along with marked -up drawings and installation diagram of a series IR-501 aluminum flush glazed storefiont system, prepared by Hurricane Test Laboratory LLC, Test Reports No.'s HTI G049-0201.08, dated 03/07/07, HTIrG049-0303.07, dated 03/07/07, HTL-G049-1201.05 and HT1-0049-0111.06, dated 04/18/06, all, signed and sealed by Vinu Abraham, P. E. (Submitted tinder, previous NOA No. 09- 0218.07) l C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2007 and FBC- 2010, prepared by',W. W. Schaefer Engineering & Consulting, P. A, dated 02/10/09 and revised on 09/01/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No.11-0915.06) Z. Glazing complies with ASTiI�I E1300-04/ 09. D. QUALITY ASSURANCE'. 1. Miami -Dade Department of Regulatory and Economic Resources (RER).- E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Jaime D. Gascon, P E. Product Control Section Supervisor NOA No.14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 E-1 Kawneer Company, Inc. OF E. MATERIAL CERTIFICATIONS (CONTMED) 3. Notice of Acceptance No. 11 10624.02 -issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SenttyGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Exterior Gasket: TREMCO Part No. TR-14815E (Kawneer Part No. 127-126), EPDM Dense Rubber Extrusion with 70 durometer ext. glazing gasket complying with ASTM C864 Option II specs!, ASTM D412,1500 PSI, ASTM D395B, 22 HRS 158°F. 5. Interior Gasket: TREMCO Part No. TIt 14270E (Kawneer Part No. 127-121), Closed Cell ("sponge") EPDM rubber compound, interior glazing gasket complying with ASTM C509 Option II ispecification compression deflection limit 20-24psi. 6. Exterior Gasket: TREMCO Part No. TR-14271E (Kawneer Part No. 027-074), EPDM .Dense Rubber Extrusion with 70 durometer glazing gasket complying with ASTM C864 Option II sped., ASTM D4121600 PSI, ASTM D395B, 22 HRS 158°F. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`� Edition (2014), issued by W. W. Schaefer �Engineering & Consulting, P. A., dated 04/14/14, signed and sealed by Warren W. Schaefer, P. E. 2. Statement letter of conformance to FBC 2007 and FBC--2010, issued by W. W. Schaefer Engineering & Consulting, P. A., dated 09/01/11, signed and sealed by Warren W. Schaefer, P. E. ; (Submitted under previous NOA No.11--0915.06) 3. Statement letter of no financial interest, issued by W. W. Schaefer Engineering & Consulting, P. A., dated 09%02/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No.11-0915.06) 4. Laboratory amendment letter for Test Reports No.'s HTI G049-1201.05 and HTL-- 0049-0111.06, dated 09/07/07, all, signed and sealed by Vinu Abraham, P. E. (Submitte(l under• pf-evioas NOA No. 09-0218.07) . 5. Laboratory compliance letter for Test Reports No.'s HTL-G049-0201.08, dated 03/07/07, HTI G049-0303.07, dated 03/07/07, HTL-G049-1201.05 and HTIr-0049- 0111.06, dated 04/18106, issued by Hurricane Test Laboratory, Inc., signed Jose E. Colon, E. I. i - (Submitted under previous NOA No. 09-0218.07) 6. Test Proposal No. 07-3288, 10/11/07, issued through Product Control, signed by Ishaq I. Chanda, P. E. (Submitted under previous NOA No. 09-0218.07) G. OTHERS L Notice of Acceptance No. 11-0915.06, issued to Kawneer Company, Inc. for their Series "IR-501 Flush, Dry and Wet Glazed Aluminum Storefront System - L.M.I.", approved on 11/27/11 and expiring -on 02/15/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 E-2 GENERAL NOTES . •1. -THESE STORE FRONT SYSTEMS HAYS BEEN TESTED. ANALYZED & APPROVED TOR DESIGN PRESSURES ROE. TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN PRESSURE TADLE(S). 2. OPENINGS. BUCKING & BUCIONG FA51POM $JUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE3. ALL HARDWARE & FASTENERS SHALL BE IN . E WITH THESE DRAMGS & SHALL Nor WN UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR ENDED TO BASE MATERIAL SNAIL BE BEYOND WALL FINISH OR STUCCO. '6 THE DETAILS & WATER. AIR, ILBI1Cf, t:T000IFCk UMFDRM ON STATIC AIEIN R PRESSURE 1E5f1Al'.raION CONFORTED Ale MANCE WONP7HEFOR FLORIDA HUROINC CODE PAOIOCAlS TAS-201, 202 & Z03 FOR LARGE MHSSR.E TIPA(T STORE FRONT SYSTEMS. 5. THESE STORE FRON11 SYSTEMS WIVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET i11F. RFDWREMENTS OF ME RORIOA DU1LOQiQ'CODE (FBC) RLCLINDINQ WCH VELOCITY INRRICANE ZONES �(FNH2). 8. RUP SHUTTERS AAE NOi REWIRED WITH TFfSE SPORE FRONT SYSTEMS, ANCHORS SECURING STORE FRQNf FIAlIE TOPRESSVAE iRFATED BUCKS OR W000 FWWONG SHALL AGGORDANCE PATH THE GOVERNING CODE AND GOW MNG WIND VELOCITY. FOR WIND LOAD CLAXIOBS illTLO ACCORDANCE WITH THE FLORIDA BJAOING CODE, A DIREC&W FACTOR OF Kd - 0.55 MAY BE APPUED PER THE ASCE-7 STROM. G. NO INCREASE IN ALLOWABLE STRESS IN BEEN USED IN THE CERRACATIWN OF THIS PRODUCT. WINO .3 LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW ANALYSTS ONLY. TO. MATENUAS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT CONE INTO CONTACT MM OILIER DISSIMILAR MATERIALS SHALL MEET THE REDITHEMENTS OF FLORDA BUILDING CODE CHAPTER 20. CORNER & FRAME END CONSTRUMON• EIRME HEAD CORNER (A P M E TO RFIA /1A1 HEAD IS SQUARE CUT. BUTTED TO SHOE, FASIE!$0 WITH TUREE(3)_NO. 12 X 1' PKTFS FASTENERS THROUGH THE SIDE MEMBER Wo THE IffM NIM31R SCREW SPLINES & WIH SNCONE _ _ - FRMW HEAD CORNER (APPLtCA�F 10 m7. d1B1•-HEAD-IS-MREN-CUT•-BUITED TO SIDE. FASTENED WITH M2) � NO.-12-X-1-1/2- PNIFS FASTENERS THROUGH THE SIDE MEMBER INTO THE WAD MEMBER SCREW SPLINES & G3 SFAIFD WITH SILICONE T ERMINE SILL CORNER: SILL IS SQUARE CUi• BU IIE0 TO SIDE • FASTENED WRIER THRM3) NO. 12 X 1' PM W J FASTENERS 71NROUGH THE SIDE MEMBER INTO THE SILL MEMBER SCREW SPLINES & SEALED VAIN MUCWff. FR"uE QOOR JAMB S__ ILL CORNER SILL IS SQUARE CUT. BURIED TO SIDE. FASTENED WTI 1 JAMB PNOi C3 ASSEMBLY. EACH PNOT ASSEMBLY WAS FASFE NfD TO TO TILE SIDE WITH THREEO) N0. 12-24 X 5/8' FW6, THE THRESHOLD IS THEN FASTENED TO PNDT ASSEMBLY WITH IWO(2) NO. 12-24 X 3/jrFHMS & SEALED WRN SILICONE. HORIZONTAL FRAME. MI""ON END (APPLM Mr TO I[EMS CAA & 01 HORIZONTAL IS -SQUARE CUT, SLIMED TO d, SIOF, FASTENED WITH TFIREE(y] NO. 12 X 1' SS PHTFS FASTENERS THROUGH THE MOE MEMBER INTO 'DIN MULLION MEMBER SCREW SPUMES & SEALED WITH SILICONE, p rn HORIZONTAL FRAME AWfIlGu yD (APPlI081E TO HEIR 1681• HORIZONTAL IS SQUARE CUT. BUTTED TO SIDE. m JOINED WA A SHW BLDCK (PARE B21). THE SHEAR* BLOCK IS F/SIERED TO THE VERTICAL FRAME MEMBER I I WRH FOUR(4) NG 12 X 1 7/8' FHTF TYPE B SCREWS. THE HORIZONTAL MEMBER IS FASTENED TO THE SHEAR BLOCK WITH THREE(3) N0. 12 X 1° FHHF TYPE AD SCREWS. EACH CORNER IS SEALED WITH now 795 SILICONE SEALANT. FRAME ANCHOR REQUIREMENTS TABLE ANCHOR TYPE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE Off. A 2X WOOD FRAME OR DUCK (MIN. GR. 3 & G=0.55) NO. 12 SMS SCREWS 1 1/4" 3 4' / B MIN. 1/8' THICK A36 STEEL (2) 1/4-20 SELF (MIN, Fy = 36 ksi) DRILLING/TAPPING SCREW ' FIRM 3/4" C MIN. 3000 P.S.I. CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2' D., MIN. 16 GA. 33 KSI (2) 1/4-20 SELF FULL 1/2' METAL STUD DRILLING%FAPPING SCREW E MIN. C90 BLOCK (1) 1/4" CONCRETE SCREW 1 1/4' 2 1/2' (4) F MiN. 300D P.S.I. CONCRETE (3)3 8' WEDGE/SLEEVE ANCHOR 2 1/2" 3" (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, FTW RAMSET/RED HEAD TAPCONS OR HILT( RWIK-CON II (HARDENED STEEL OR S.S.), (2) SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISTANT STEEL 0)W/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT• HILTI KWIK-BOLT 3, OR POWERS RAWL POWER BOLT STEEL OR S.S.) (O ANCHOR TYPE "F' IS ONLY APPLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE VERTICAL DOOR MULLION BOTTOM END. - 48' MAX. D.L.O. — 48" MAX. D.L.O. 2 1/2' 2 1/2" LLL_LL1._ 2 I/2" TO 3' = 2 1/2" TO 3' EXTERIOR ELEVATION M4LTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WITH ANCHOR TYPE 'A" OR "D" TO W001 OR METAL STUD SCALE: 1/2"-1'-0' HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMDED PROVIDING D.L.O. [ NOT EXCEED 48" WIDE AT EACH PANEL NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. ALLOWABLE DESIGN PRESSURE +/-65 PSF 'RODUCTREVISHD is danplyw A1d1§ to Plarku Iundfo7Cddd 4d-IV ---2 1/2' s" �— MAX. 6° MAX. — C�N 3• USS AC, - T u)z - O 3z� 3, W 2' Q V Z roan 6 MAX. " 7 aA IV o 8 z€ z U %%J1111111/(/ B 0 co 4 U-1 3W d x � 1171(1111111\ 4610,C SHEET NO. 1 OF 9 3"ff 3" 6. -- I. 1 LEI r W.. - - IAK. 19 3/4" MAX. j 3" — —TYP.-FRAME-ANCHOR— C OR E WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. MAX. U a N rn N I shf - - - N0 1n (i &7 EXTERIOR ELEVATION EXTERIOR ELEV,pTION 4 MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY c F� (WITH ANCHOR TYPE _, o" TO STEEL) (WITH ANCHOR TYPE C & E' TO CONCRETE&MU� SCALE: 1/2 1 SCALE: I/2"—1'-0" FOR ALL FRAMING k D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET I. FOR ALL FRAMING k D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. 3 o n NOTE: CMU IS APPLICABLE ONLY AT SIDES. 3.y • \\ 1llllf//// W N. ALLOWABLE DESIGN PRESSURE M °)A$Oj+/-65 PSF =UOrRcsvlseo ;3 , LU meamwll„ gwNhthal+latch BidldfngCLdei BUNIng Cads �/� Aecep�Mto Itlo � 7�/• i��J 6x GeQonDala i \ ota �20 Br ��AAl�jljfP�lt\\�� 1461 1 C ~ Miaml ade Peoduef IrU SHM MQ Miem DedeProdnaCONro1 2 �' 9 6" MAX 17" MAX. 6` MAX. 2 1/2" TO 3" 6" MAX. Al 6 2 1/2".. * . 1 AUOf4o 6" MAX. fill fill 02 ZE7Q SW MAX. D.L.O. / 2 1/2• 2 1/2" E1 2 d 6 3" Y p G DI r 5° I{- Y/ 48,, MAX D.L.O. 9 8" "� 5" _ -----_ — I ------- A1A7c 0LO I \ ANCHOTYP RS MA OR D t�I�J // j T1P. FRAME ANCHORS ^ WHERE SHOWN. SEE I // Ij A OR D WHERE "FRAME ANCHOR II I d / I SHOWN. SEE 'TFRAME I 11 ANCHOR REQUIREMENTS TABLE" "OON SHEET 111 I I 11 SILL TABLE" ON SHEET 1 a I) FOR REQUIREMENTS. III II // 0 ANCHOR BLOCK FOR REQUIREMENTS. r LL=_, J I �,c �_ = _ _— g 2 1/2" 6" MAX. 6" MAX./ _I 16" f 6" MAX. J� 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS OUT —SWING DOORS k SILL ANCHORS ON SHEET 8 UNDER SEPERATE APPROVAL EXTERIOR ELE MM STORE FRONT &SSEMBLYI DOO & TRANSOM (WITH ANCHOR TYPE "A" OR "D" TO. WOOD OR METAL STUD) SCALE: 1/2"=I'—O" SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH SIDELIGHT AT ONE OR BOTH SIDES. DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. HORIZONTAL STACKING da OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST FIT INSIDE M1IXIMUM FRAME HEIGHT SHOWN. PRODUCTRGV158D PRODUCTRBVI56D ALLOWABLE DESIGN PRESSURE. Butloowoft%Q%�hc mm xc mplylrMwOhhltaFimide DulldTng Cede Oding Code S Aacaat(pa at +�-65 PSF AexptunceNo f7 BapfrallpnDelo Mlaml Dade Product CoeWl MIan we wt Ca �3 a o a 3� 3 • / 4 6" MAX. �` 3" 6" MAX. 6" MAX. 3 6' MAX. " I 17° MAX. 19 MAX 4" 17" MAX. � " -� i MAX. I I I wil I I I MAX. � � 6° MAX. / 6 / / THIS ANCHOR IS ONLY REQUIRED WHEN DOOR / 3'1 3" 3" OPENING WIDTH IS OVER 78' & SUBSTRATE 3" IS CMU n Ff== rFF��s� / 111 U% IIa 11 / 11 I p \ 1{ TYP. FRAME ANCHOR B a / 1I 1 II \ 11 TYP. FRAME ANCHOR C n II / 11 I II \ Q WHERE SHOWN. SEE jf5 II / Il I II \ ll . OR E WHERE SHOWN. 5° II // 0 I II \\ p "FRAME ANCHOR " II // ll 1 II \\ JI SEE "FRAME ANCHOR n / (I I II \ D REQUIREMENTS TABLE" p / II I II \ II REQUIREMENTS TABLE" ON SHEET 1 FOR // II I II \� II ON SHEET 1 FOR / REQUIREMENTS. / t II \ REQUIREMENTS. zit rn 5' 1I/ d I II \II 00 �6 II I II if m oa i FRAME — - -I, � II- — -- III i1P. FRAME 11 ANCHOR B WHERE I / 1I -1ANCHOR C OR-E --l�,1�J_ SHOWN.'SEE 111 /� II WHERE SHOWN. SEE ICI II 'FRAME ANCHOR III 1I / II "FRAME ANCHOR II I REQUIREMENTS b I j1 / I REQUIREMENTS 0 5° TABLE' ON SHEET 111 I II / I 5" TABLE" ON SHEET 1 IL FOR / II 11 0 ( 11 I II / 11 } 1 11 111 / 1 a ll FOR REQUIRt MEMS (I I II / 1 11 SO 12 11 REQUIREMENTS\\ / l SILL „, . / ANCHOR LL I L� _ ANCHOR I \ % BLOCK \ / BLOCK 3"� 6" MAX. 16" 6° nvix•- / 16't� 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS JMAXI 350 IR LARGE MISSILE IMPACT SEE MUWON END DETAILS— � � MAX � _I ? 9v��� OUT -SWING DOORS & SILL ANCHORS ON SHEET 8 6" MAX. OUT -SWING DOORS & SILL ANCHORS ' ON SHEET 8 6" WX �a UNDER SEPERATE APPROVAL UNDER SEPERATE APPROVAL zm EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FRONT ASSEMBLY WITH DOORS & TRANSOM STORE FRONT ASSEMBLY WITH DOORS &TRANSOM F (WITH ANCHOR TYPE T TO STEEL) (WITH ANCHOR TYPE "C" & "E" TO CONCRETE/CMU) SCALE: 1/2"=1'-O° SCALE: 1 /2'=-V-O" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. 3 PRODUCiRIIVIs MFj CMU IS APPLICABLE ONLY AT SIDES. W // eomlYToB whh � FlDdda ``�111111111T!!!!! d 8uaalnecoae 3O `N\ Zy�a� AccepteixeNo `1 M dinml Dade PmduclConlrol PRODUCT Rt{VISBD 4 e+ �� N 3ti m cmnplyfn$wlthQte Plarida rv� W O ALLOWABLE DESIGN PRESSURE BiatafnWe �P��A; 2cepth-callo - 0/ 65 PSF l(DaDIfi 61 C1 vctCbn 1�-� !//llllllll�l� SHM MD. l OF 9 O m �1 O 0 z z N fn = a � ,ram N � u° M bC, z 8 z 'r0 v 1"- 0 } \ m rn v m 123 1/4' MAX. FRAME HadHT 96" MAX. DOOR OPENING 1/3 POINT 1/3 POINT 113 P a _ V t r-- I ohm ipz�li \\ r�- o_ a I pom3 II moQg in c_Z ©5©5�y (Ir�i Zooa ' xui0' mII M-4 C= 010_ --____---=____ _-- \ 9 � o I I 9 II \ II I\ \\ II Le- eec 000 >c{�ogu g'0 5o�rm m3jo c Cn N 123 1/4" MAX. FRAME HEIGHT (RH.)- -O Z v>__� 96" MAX. DOOR OPENING e o 1/3 POINT 1/3 POINT 1/3 POINT na C NIn V m 'f wwi c1 c� cn ue �yR i n. 05 z I �ma�y3 O� I II all 22r<G? II z _o c I gz2'-?w it o \ m I\�•� m II 11 12P z o m _ _ SBS� o� I$z II \ i tn Z N � c 11 � 22 *f 44435 gL' c 110, cA,Cc NO• 2 {—O N 1160 •D0N'y vj0 0, STA7E01' r � nInpZ3m rp r z r��SOYc� fit ;0 CERBACK11ON IR501 ALUMINUM STORE FRONT SYSTEM - LARGE MISSILE IMPACT ut„ mwu 010 SEP Zan w W. scHaEFQt ENGINFII2ING 1cawNEER COMPANY. INC. o �o & CONSULTING. PA (CA 6809) 555 GUTHRIDGE COURT 74W l`+M Cover XGM NORCROSS, GA 30092 n. w scjt �+ PE °NJ1v, M WRDMi ;L W4t8 770-449-5555 E no. atrs5 r m _ — < cn S. CA EllN Cm') N p �Z a� I rnb� m -mc . ' qz�m Rim FRAME HEIGHT (F.H.)' a y y N 2z O I N PC FaIm a9' 07. Ca Co. 1 Oaai a�in FRAME HEIGHT (F.H.) — x� C0m a P m s 1 A m I —FRAME HEIGHT (F.H.) ZO �_ y� O y my SEA �n x o0 Srn m O u N n \ o N � I �Z 1 _� �ZI mN F xai-ri u � CD0. 2� y rtOrtt1 =-4 _ m tn� CON ._la c.. 09 CD `An _Z o5 'v/l• �D�1 +O��i �%4 (et� � . OM 0 CA S b \ y or xS � a' c=�} n C7 y gg �a a dog a z m e s 4 = �z�n m� m $ rnN m Z V u * � I � I =� fl No. 44135 iw P F9 cc ✓� er"fi I c7 I awrorl � IR501 ALUMINUM STORE FRONT SYSTEM — LARGE MISSILE IMPACT SEP 2011 W. W SCHAEFER ENGINEERING KAWNEER COMPANY, INC. P & CONSULTING. P.A. (CA 6809) 555 GUTHRIDGE COURT cc 74W Isom COURT MRN NORCROSS. GA 30092 C� w scruBr a P.e PALM. a BEACH CAR3 FL 33418 I 770-449-5555 un u1. { PHOM S01-74+ Q4 X EE GLAZING EE GLAZING 1/4" MAX. SHIM AT DETAILS ON DETAILS ON EACH ANCHOR SHEET 8 SHEET 8 88 C �- SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE' ON n 42 41 SHEET 1 IL---� s IrI I1 II•. 25 lI I1 n n I 1 1 350 IR LARGE MISSILE z I 8B IXTERIOR I I 1 IMPACT OUT -SWING - DOORS UNDER SEPERATE APPROVAL II II �25_ O ---- - - FRAME ANCHOR ' 350 IR LARGE MISSILE PER ELEVATIONS EXTERIOR 11 UNDER I IMPACT SWING DOORS UNDER I SEPERATE APPROVAL E1 If.—�� SECTIONI 14 SCALE 1/2 FULL 7 1 1 SECTION E2 SCALE: 1/2 FULL 7 350 IR LARGE MISSILE IMPACT OUT -SWING DOORS UNDER SEPERATE APPROVAL -FRAME WIDTH (F.W.) BY OTHERS 350 IR LARGE MISSILE 3 IMPACT OUT -SWING DOORS UNDER 5 SEPERATE APPROVAL __Q� axmm SEALANTS ` l EXTERIOR BY OTHERS SECTION F SCALE: 1 2 FULL. kLj �_ FRAME WIDTH (F.W.) - - EMERK)R II " II \-SEE GLAZING I�_II Jlf DETAILS ON SHEET 8 GLAZING SECTION H klLS ON SCALE: 1/2 FULL ET 8 `/ I EXTERIOR SECTION G SCALE 1/2 FULL 7 =""" JGVIIVIV SCALE: 1/2 FULL 7 P1tODUCPRHVIS8D PRODUCT' complyin as Complying W10%dw Flmida Onlldt Co 6uitdiog Cods �T Zf'�- it Q AcceplonCeNo j.C7 Aomplimce rG' 2 on �jf 8y / mnunt y Mlem ads a7iao11Dade CoNro GLAZING ULS ON ET 8 I c31- e� N P ON, U 0z 341 i W ~�p ba d x H SHEEP NO. 7 OF MULLION END CONNECTION DETAILS AT VERTICAL SEE GLASS OPnONS BELOW EXTERIOR 28 SEE DOW 995 OR OPTIONS I�LTERIOR GLASS BELOW �GiCAOZE DOW 995 OR oa VAX �WE&� "0 i., 01oohp� MULLIONS ALONG SIDE DOORS (TYPICAL AT SILL ONLY) PR�OGLLAAZE SSG 1 28 PSSG _I 5/8° MIN. BITE 5/8° MIN. BITE n 85. C G I1 MAX 3° 3• SILL ANCHOR BLOCK 9 1A 1B 2 4 6A 7 �uI B 27 z 27 101315 DOOR SILL 6B 34 RP. GLAZING DETAIL, o o (WET GLAZED• SINGLE GLAZING READ TYP, GLAZING_ DETAIL _ _ p GLASS OPTIONS (WET GLAZEDT: .CONDITION) (WET GLAZED: DOUBLE GLAZING BEAD CONDITION), OPTION 1: 1 5/1C THICK LAMINATED GLASS BY SOLUTLA (1/4" HT. ST./l/2° AIR SPACER/l/4° HT. ST./O.09 SOLUTIA SAFLEX IIIG PVB/i/4" HT. ST.) OPTION 2: 1 5/16" THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./l/2" AIR SPACER/1/4" HT. ST./O.09 DUPONT BUTICITE PVB/l/4° HT. Sr.) 15 SILL ANCHOR ANCHOR TYPE °F° Q SEE GLASS 22 ANCHOR TYPE F OPTION BELOW 0 (3 ANCHORS PER SILL ANCHOR BLOCK) EXTERIOR 31 zj - - — - - -- -5/8- MIN. BITE o o, 1° MIN. 5" SILL ANCHOR T 29 MAX 'I BLOCK 10 13 15 'MODUCTREVISED us wmplyhi8 odlh the Fluddu— - - - _ no DOOR SILL TYP. GLAZING DETAIL«cpt�o�oxo AcceplECode —+ — nz_ _ — `— GLAZED: SINGLE 0 WRYGLAZING BE&D CONDITION,2017 —i22=.___� GIAS,S OPTION (DRY GLAZEOj eieminadoProauacbm,a o o� OPTION 1: 1 5/16° THICK LAMINATED GLASS BY DUPONT (1/4° HT. ST./l/2° AIR SPACER/1/4- HT. ST./O.09 DUPONT SGP/i/4° HT. S .) Ld a r 4.952 3.174 2.500 3.0013 ANCHOR TYPES SILL ANC OR "8° & "D" ANCHOR TYPE B T o.loo I o.os0 z�a 21� (4 ANCHORS PER SILL ANCHOR BLOCK) 2500 HEAD FRAME 0.090 2.500 a E to I 1 I 1 z URECSANGLI 5.000 5.000 - 5) 5" 1° 4.952 16 HEA�FRAME (RAQIUS & 0.090 s$ MAX RECTANGULAR UNITS a� N a 3� DOOR SILL o 0.090 2.500 4.952 0.125 Q O �`jf,, 5.188 —-i ANCHOR TYPE °A° 11 SILL AN HOR Slll ANCHOR 3.000 0.100 1.500 PRODUCT REVISED ��` o•T,SA+,' nsDtY1�$whhWePloHdm iv O DnitdingCodo�io �" a Acap4mcd No d {f C A _ ANCHOR TYPES A & D BLOCK _� BxPlmlipnDulo � �� u, o (7 ANCHORS PER SILL ANCHOR 9LOCK) OHP SILL FLASHING 6A ANSOM BAR WTTH FIN Dy �i Z. mlmn WePmductN I ii 'I 6 $ OF 9 afflu NI ITEM #1 PART g I ITEM DESCRIPTION MANUFACTURER/NOTES PARTS f 4.764 - 1 4,952 1.528 0.844 1A 575-103 HEAD FRAME RECTANGULAR UNITS 6063-T6 ALUMINUM _T 18 575-163 HEAD FRAME 6063-T6 ALUMINUM RADIUS & RECTANGULAR UNITS 2.500 0.125 2.500U0.075 2 575-101 JAMB 6063-T6 ALUMINUM 3 575-051 DOOR JAMB 6063-T6 ALUMINUM 0.1254 575-158 HP SILL 6063-T6 ALUMINUM I - �I 0.070 5 575-157 HP SILL FLASHING 6063-T6 ALUMINUM -L 8B GIB? 6A 575-122 TRANSOM BAR WITH FIN 6063-T6 ALUMINUM O7 HORIZONTAL 68 575-162 C.O.C. TRANSOM BAR 6063-TG ALUMINUM S SOP 7 575-115 HORIZONTAL 6063-T6 ALUMINUM 6B C.O.C. TRANSOM BAR BA 575-104 GLASS STOP 6063 T6 AWMINUM r �- -'�'- 0.040 1.492 1.000 80 575-160 GLASS STOP 6063-T6 ALUMINUM 1.588 -I {- �{ 8C 575-161 GLASS STOP 6063-T6 ALUMINUM J-T 40.2659 575-159 HP COVER 6063-T6 ALUMINUM 1650 0 �� 7 PI -CS. 1.000 10 575-135 DEEP POCKET FILLER 6063-T6 ALUMINUM 11iJJJ O.090 11 575-297 SILL ANCHOR BLOCK AT DOOR JAMB 6063-TS ALUMINUM 1 4.656 1 000 2.999 12 451-105 WATER DEFLECTOR 6063-T6 ALUMINUM BC SS O COVE 13 575-133 POCKET INSERT 8063-TB ALUMINUM HP R 14 575-102 POCKET FILLER 6063-T6 ALUMINUM STOP 1.000 0533 -15 575=116 HW MULLION 6063-T6 ALUMINUM 2.500 npp 16 575-310 STEEL REINF. A36 STEEL 0.855 P o 86.1US6D 17 575-052 POCKET INSERT 6063-T6 ALUMINUM lyinggwiCad* 4r d' 1.000 12 D�CIO-R 18 575-065 PRESSURE PLATE 6053-T6 AWMINUM -1.575 AcocFt oNo 19 575-164 PRESSURE PLATE COVER 6053-T6 ALUMINUM 1Q DEEP �`p 1 m 20 041-045 DOOR STOP 6063-T6 ALUMINUM 1.000 1.748 - 21 450-140 SHEAR BLOCK 6063-T6 AWMINUML �OCKETMi I ado PtodurACo 1 22 - 1 2" I.G. GLASS SPACER 3005 OR 3105 ALUMINUM L (a RODU RBVl80D SEALS AND SEALANTS 4.656 5.000 - 0.090 D �YL IthlhoPlar 1.000 25 027-078 DOOR BULB WEATHERING ALCRYNLASAcoeplan No r'l.646 26 127-120 SILL TO FHING GASKET CCN SPONGE 1.00g0803.320 27 127-011 SLIDE IN SPACER SANTOPRENE28 027-074 STANDARD PUSH ON GASKET EPDM DUROMETER = 70 + -5 2 000 29 127-070 SETTING BLOCK EPDM 0.090 - 30 127-121 INTERIOR FIXED GASKET EPDM DUROMETER = SPONGE T r 0.357 31 127-126 EXTERIOR PUSH IN GASKET EPDM DUROMETER = 70 1.062F�� 0.497 32 027-916 GASKET EPOM DUROMETER = 70 14 OP CKET 15 Hw � 13 POCKET 33 163-303 THERMAL SEPARATOR EPDM DUROMETER = 70 Zp FILLER MULLIQN DOOR STOP 11 SILL ANCHOR BLOCK INSERT 38 12&-3961 NO. 12 X 7 16" S.S. PHTF SCREW 2' FROM ENDS & MAX. 18" O.C. 0.531 1.282 AT DOOR JAMB) 0.601 39 128-271 N0. 12 X 5 8" S.S. PHTF SCRERW 4' FROM ENDS 2 ROWS Lr ••1.825 --� 0.409 40 T28-406 1 4" X 1" S.S. HWHTF SCREW 3' FROM ENDS &MAX. 9" O.C. 0.100 [ -7- 0.300 41 128--910 NO. 10 X 1 2" S.S. FHTF SCREW 3" FROM ENDS & MAX. 18" O.C. 0.070 0.742 u.047 I 0.702 --i- 42 028-336 NO. 10 X 1 5/8' S.S. FHTF SCREW' 1' FROM ENDS; 4 GROUPED 2'S00 2.500 AT MID -SPAN: 15' MAX. BETWEEN L - HEAR BLOCK O-914 3t IN N 18 4.500 PRESSURE 19 PRESSURE 0.493 0 .s9t 0.305 0.180 0.250 �- 4.656 0.080 PLATE COVER PLATE COVER �- -7- o.a92 �- 30 I TERIt� OR FIXED 1.OL96 0.134 � I 28 PUSH ON GASK 0.248 �-- 0.011. G S 0.800 1 GASKET 16 STEEL REINF. 17 POCKET INSERT zz 1 �• do SPACER GASKET d F-N 2UON �o�ot pS m c) c�> R lino lmz w co co oo Z 1461 1..,_........®7t ,a1+ SHEET 1 •..aa 9 of a v M I®DADS DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Eastman Chemical Company (MA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mkimidade.gov/econom 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has. been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense -of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction., RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida -Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Saflex HP Clear or Color Glass Interlayers APPROVAL DOCUMENT: Drawing No.1814, titled "Saflex HP Interlayers for Laminated Glass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearinglthe Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification mark and d) MDCA, standing for Miami Dade County Approved. LIMITATION: This approval does not include an evaluation of structural performance of this component. RENEWAL of this NOA shall be considerediafter a renewal application has been filed and there has been no change in'the applicable building'code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any -other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site;at the request of the Building Official. This NOA revises NOA # 12-1231.09 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. I MIAMFDADE COUNTY 0. 06 1 #014 I NOA No.14-0423.16 Expiration Bate: April 14, 2018 Approval Date: June 19, 2014 Page 1 Eastman Chemica A. DRAWINGS "Submitted under NOA # 12-1231.09" i. Drawing No.1814, titled "Saflex* Interlayer for Laminated GIass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, I.E. B. TESTS "Submitted underNOA # 09-0223.05" Test report Standard Date Signature 1. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L. Doldan, P.E. 2. ETC-07-726-20120.0 ASTM D1929 07/17/08 Joseph L. Doldan, P.E. 3. ETC-07-726-20120.0 ASTM D635 07/17/08• Joseph L. Doldan, P.E. 4. ETC-07-726-20120.0 ASTM C158 07/17/08 Joseph L. Doldan, P.E. "Submitted tinder NOA # 08-1224.04" S. ETC 03-191-13748.0 ASTM D-2843 07/25/03 Joseph L. Doldan, P.E. "Submitted under NOA # 03-042L'01" 6. Omega 15542-109493 ASTM E 84 09/12/01 J.W. Dougherty, P.E. 7. Omega 15542-109763 ASTM E 84 10/30/01 J.W. Dougherty, P.E. 8. HTL 0003-0913-01 EA 201 & 203 09/12/02 V. J. Abraham, P.E. 9. ETC 01-726-10071.0 ASTM C 158 - 10/15/01 J. L. Doldan, P.E. 10. ETC 01-72641204.0 ASTM D 1929 09/24/01 J. L. Doldan, P.E. 11. ETC 01-726-11204.0 ASTM D 635 09/24/01 J. L. Doldan, P.E. 12. ETC 01-726-11204.0 ASTM D 2843 09/24/01 J. L. Doldan, P.E. C. 'CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F.' STATEMENTS 1. Statement letter of code conformance to 2010 and 5c` edition (2014) FBC issued by W. W. Schaefer Engineering & Consulting, P.A., dated 04110/2014, signed and sealed by Warren W. Schaefer, P.E. "Submitted under NOA # 11-1102.10" 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A., on 10/24/2011, signed and1sealed by Warren W. Schaefer, P.E. I IVb 09 Zak¢ Carlos A Utrera, P.E. Product Control Examiner NOA, No.14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 E -1 SECTION m COddYbA wltlr 90 nV1116 PRODUcr RAVOW J"gw -gin UN rwma . I A�calfepa�man�tdo f2- 23[.D Saflex@ HP''' (Product Description MUYI,m oee od„nao;,,r,t Manufactured By: Eastman Chemical Company Description: Safiexg HP is a clear and/or colored Polyvinyl Butyral between 101— 34% plasticizer for lamination between two or more. lites of glass. Atypical glazing is made of the following components (minimum thicknesses indicated - multiple layers of interiayer to be used as necessary): A - 2.3 mm (0.090iin) Annealed Glass'. B — 0.76 mm (0.030-in) Saflex® HP Interldyers (Clear or Colored) Clear Pro'ducf Properties Description Test AVa j10] PV131343 Flame Spread Index ASTM E84 10 70 Smoke Develop index ASTM E84 . 5 185 Self Ignition Temp ASTM D1929 720OF 740OF Rate of Burning ASTM D635 1.64 in/ min. 0.79 Inlmin Smoke Density ASTM 2843 -- - 0.7% Avg Mod of Rupture ASTM C15B Delta:10% Delta: 7.8% Before:11090 pal Before: 5319 psi After: 9976 psi After: 6490 psi (1) Specimen: Laminated glass vtlth Saflex® HP type inierlayer �D204 (2) Saflex®HP type interiayer by iiseir (unprotected) does NOT comply with Florida Building Coda. "pall M (3) Weathering per section 2812 of The Florida Building Code DIP 1 Color Product Properties Material Designation vancava ® & Safloxo Solar/colorants Smoke Density Rating ASTM D 2843 We NoUrIcatton 9 Clear 5% ETC41 726-25079.0 While 20% ETC-11726-25076.0 Black i 2% ETC•11-728 26080.0 1; Blue 6% ETC-11726-26077.0 Yellgw 9% ETC-11726.25079.0 Red 10% ETC-11-728-24882.0 al 0- . a-�ffo rn•..`�... =•,, spy`_ DEC 11 2 WARREN W. SCHAe/R, P.E. STRUCTURALRP.E. NO.1 • WIV1.8CHAEFERER0IN NOdC9HSUUMPA. PW I bFaCRMtmf�:S. R�SII� PHOttENI,TiN�21 4 CHANGED FOR LAHELCALRIFICATION 2 DELETED RM A iIIG OPTIONS OM410 1 I ADDED INTERIAYERW 11/1410 REV.O DESCRIPTION DATE Eastman Chemical Company 730 Worcester Street, Springfield, MA 01161 Phone: 413-730-3413; FAX 608-861-01.27 Title: Saflex® HP Interlayers for Laminated. Glass Drawing No. Drawn by: Drawing Date Sheet No. 1814 04/06/12 1 OF 2 SAFLEX®14P drawing page 2 of 2 Extruded I Multi -layer Properties Footnote Description I Test Pade County Criteria Sall" Muttl4ayer• Series (2) (1) Test for Smoke Density ASTMI D 2843 Passed (<75%) 26.6% 0) Sell Ignition Temperature ASTM D 1920 Passed (:,650°F) 760OF (1) Rate of Burning AST i D 635 Passed (C4:<1.0 fnrmin) -- . (1) Average Time of Burning ASTM D 635 --- < 6 sec. (1) Average Extent of Burning ASTM D 635 -- 0.51 In (1) & (3) Average Modulus of Rupture AST IM C 158 Passed (410,076) Dalla:4.9% Before: 3842 psi After:4042 psi (1) Specimen: Laminated glass with SaflexmMuill-layer Interlayer (2) Interlayer by Itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code Interla fer Note(s): Saflex® HP can be constructed as layers of Saflex, Saflex Multi -layer and Vanceva® PVB interlayers to add color, performance or thickness without the use of a PET film. Salex HP type Interfayers are currently provided as: Saflex D series and Saflex Structural and encompasses products known as known as Seflex AG, Saflex DG, Saiex DM, Saflex DN, Saflex RM, Saflex PS and Saflex PV. Saflex interlayers are known as Saflex, Saflex colors, Saflex Mulll-layer, SilenlGlass TechnoloWm and Vanceva Color and can carry deslgnatlons such as: AR,CL,DAi through DZ„M(3,NA,RA .through RZ, SA through SZ, and VA through VZ. (e.g.: Ri141, NA71). I Saflex Multl-layer interlayers are known as: Q series (QA through QZ) and Silent Glass Technology (e.g.: QB 51, QS 41 etc...).. ® Saffox and Vanceva are registered trademarks of Eastman Chemical Company "M SilentGlass Technology is a trademark of Eastman Chemical Company This Is a component approval and does not include an evaluation of structural performance of this component. Systems Incorporating this component shall apply for an NOA to the Miami -Dade Product Control and shall submit test reports and other requlred documents showing that the systems using thle component will realet the loads according to chapter 16 of the F.B.C. A list of authorized laminators shall k�.l ?Alpd with M)aml-Dade County by Eastman Chemical Company FRQRAlQiifiV3VNO QRt?p>Jp78EUtScb �iop! _qeo.ftttkt1ftlrlfr rft tae"PlYtc ew hhth°a:larw� Al 4111"M "D tA�ocepm nw NO 3 • dQ DEC 112012 a by Eastman Chemical Company r 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 608.861.0127 ;;, , ENW.Sc F15R,RE. cru c] EER Title: Saflex® HP Interlayers for Laminated Glass PA H 135 Drawing No. Drawn by: Drawing Date Sheet No. W.W. Se"M LR a srima a cOHsuLnHO PA OTRUGIU SULTmf MUEERS 11814 04/06/12 2 OF 2 - T COURIHNORIN PAUADVACH OARMIS, FUMN