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HomeMy WebLinkAboutNOA6UANNED BY MIAMNDADE St. Lucie County MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economv EGS International, LLC 3133 S.W. 2r Street Pembroke Park, FL 33009 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 Contra] Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The M]ami-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: Atlantic Series Aluminum Sliding Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev Ltitled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, 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 Product Control Section. MISSILE IMPACT DATING: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be iimitedto sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel M require channel reinforcement (item #3I) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered aftef 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 #14-0807.18 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-1218.2I wnnE�� cotmTY Expiration Date: December 24, 2019 Approval Date: FebruarylS, 2018 „q1 Pagel A EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on 12/18/14, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files# 12-0131.15/409-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile hnpact Test per FBC, TAS 201-94 3) Smal Missile hnpact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0520.07) 2. 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? 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05115/00, signed and sealed by Aldo P. Gonzales, P.E. 1 Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05101198, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 50` Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. 1 1 haq L Chanda, P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5' Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6 h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.16 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex HP Clear and color Glass", expiring on April 04, 2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'b Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. IL OTHER 1. This NOA revises # 14-0807.18, expiring 12124/19. lsh-V%A— lqhaq L Cbanda P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-2 DAYLOE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - B.S75' D.L.O. WIDTH = PANE PANEL HEIGHT = DOOR HEIGHT - 2' THESE DOORS ARE RATED FOR SMALL MWLE IMPACT. MWdI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE - ATLANTIC SERIES S GLASS DOO SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. 21W (SEE CURB FOR WIDER MORE WITH SHORTER DOOR 23 13/IB' 3 3/4' MAY. II- MAIL HEAD ANCHORS 4 OR 8 CAPAC HEAD/SuCORNERS I ,.I:.�.-��p�DF� �A�T£'siENDS Fdt11Y MMAX I I I I h I 1 I I I I REINFORCING I@ OPTIONAL I $EE CRANES ON I 3X{ v SHEET 2 1 to I H I i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (BTIT EDITION) FLORIDA MIMING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 1BY OR 2SY WOOD BACKS & BUCK FASTENERS BY OMENS. MUST BE DESIGNED AND INSTALTED ADEQUATELY TO TRANSFER APPUm PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TD STEEL METAL SCREWS, THAT 5 COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 20/4/2017 FLORIDA BUM. CODE & ADOPTED STANDMDS, C INS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION .FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SELLING AROUND OPENING FOR WATER INFILTRATON RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL I II I ;, I\ I I I I I " I I/ I I I I I !8 J/4' 45 3/4' 31' I�I'"s� 53 D.I. OPG.FFF--- PANFT. "m 55' SBL ANCHORS 4 OR G PANEL WIDTH AT INIERIACK/ABRi0fJ1 ENDS SFE SHEEP ] FDR WACITY SEE CHART FOR WIDER PANELS IMAM SHOWER HEIGHT TYPICAL ELEVATION TESTED UNIT /RDOUClMlTT�'q u0ap¢tetMlAAefluih Aw�glEiue+No 17 (Z/f1.Zi 64MAir 1r.e_p4+cyy�pli YINlvtlCLNtl APPUCABLE EGRESS REQUIREMENTS TD BE REVIEWED BY AHJ. ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH EGS INSTALLATION INSTRUCTIONS. ALL SEALANTS TO BE TREMCO SPECRLEM 2. FEARS WIDTH FRAME MOTH FRACE WDTH I I � I I ilk IG I'm�i OX(SHOAN) OXO (SHOWN) OXXO(SROIYN) XO llT {T = y y S - E ..:'.. .. t� DF EIONIfIQ RO. DESIGN LOAD CAPACITY - PSP (GLASS) IITPD ITEM f32 W/o Rm'D REWD EAFLIMX DITSIOACES DiTERi0m IXE(+) W.(-) EXf.(+) W.(-) 24 - IW.0 I= b - - 1b.0 tb.0 3fi - - Ib.O 1b.0 30-1/4 - - tb.0 130o 42 114 - - INN) 130.0 !8 - - INA 13MO NOTE' GLASS CAPACITIES ON THIS SHEET ARE W - - 1b.0 130.0 - BASED ON ASTM E7300-09 (3 SEC. GUSTS) 54 - - tzTA 127.9 AND FLORIDA BUILDING COMMISSION 5e - - taT tz2T DECLARATORY STATEMENT DCA05-DEC-219 24 - - 1WA 130.0 W 36 - - ibA IW.O W-1/4 120 42 Ib.O Ib.O 48 W % - - 121A 121A 1/0 HEAT SIREN'0 GLLSS (FM.) - - .OW�cIMmlCivorc or Color (loss PANEL HEIGHT = DOOR HEIGHT - 2' 6y 'Em w Ohamtcal Co.' 1/4'TDIP. GV OW.) pF (IMERPOUDON BE1W@1 WIDTHS ALLOWED) Z ( 5 SHOWN CAPACIIIFS ME TOR 16 +936' SILL HDGHIS ❑MR EXTERIOR(+) U0 AS FOLLOWS 'i W. . +W.O IW fOD011CfGDy®'♦+y 1750' SILL3.iDa' SILL HT. _ +53J PSF I�' °euMotwY peliNEc 4 �b-Wml 17 Cady GLAZING DETAIL DEC 0 7 28nII1111 II412 Y• _ '• p OF - y 2Irl�jllAjj11iii ��YIYIp V S D$SIGN WAD CAPACITY - PSY (GLASS) EAFl lmix W/O DITEMAW REW D IID'R raM MZWD INTERIACIS /32 Z a • F .pp6q1$$ 8�i jj�S a O n (� ¢a oil if IIQ gg6 Qy adA13F F G IXf.(+) I D,i.(-) EXL(4) W.(-) 24 b 36 32-1/4 42 49 W s4 AS W 04 W.0 1WA 1b.0 130.0 W.0 1W.o 1b.0 130.0 W.0 1W.0 Ib.O 130.0 W.0 1W0 130.0 Ib.O 74A 10.5 IWA 1bA W.0 tb.0 130.0 Ib.O 7" INA 1b.0 1W.0 1114 Ib.4 1b.0 616 M5 t1f.4 tvA tv.4 64.0 1040 110.0 117.0 24 b ]8 W-1/4 42 4a W 51 W a to W WO 1W.0 1304 1b.0 W.0 1a00 130.0 1W.0 W.0 1W.0 1b.0 1b.0 W.0 IW.0 I3101 130.0 L, 3 m0 C. _ = � ry M1 3 y m , - us ¢ lJ n a T4A 149A 130.0 1W4 9.0 1b.o 1b.0 ib.0 )BA 124 IM.0 1b.0 01.1 115.E 130.0 ib.0 MA 111A INA 1=4 - - 117.0 117.0 4' 24 b ''R,• W-1/4 42 (. Ia b 54 5fi 1 60 ((a6-r�v�� LBfii1 W.0 1W.0 130.0 INA a0.0 1W.0 tb.0 IW.O iWA' ;140.0.'-WA; ;13051 W.0 1fi0.0 1WA Ib.O 60.D W.0 mo ib.D mo 1b.D mm 130.0 T6.6 124A 130.0 1b.0 71.1 IISA I W.O 1b.0 - - 125.4 INN - 117.0 117.0 °' £ g . p. 4 G 24 30 Se 30 -1/4 42 46 W 54 56 W 102 80.0 1b.0 Ib.O 130.0 W.0 130.0 IW.O 130.0 W.o 1b.0 INA Ib.O WO tb.0 ib.0 tb.0 W.0 1W0 130.0 1b.0 W.o Ib.O 130.0 13D.0 76.0 124.8 1 W.0 130.0 _ _ 1W.0 1b.0 10.4 IM4 - - I17.0 117.0 24 b b 3 -1/4 42 48 W 54 5fi W IN 60.0 Ib.O 130.0 I30.0 610 13MO 130.0 130.0 WA 1b.0 1b.0 Ib.O <Y e 1 WA 1b.0 1W.o 1W.0 80.0 130.0 INA Imo 60.0 130.0 130.0 1b.0 - - INA INA - - 130A Ib.O - - 125A 1254 010lsinq no. - - 117A 117A ehoet tot 8 ARDBOR WO WA= - 26P MCKOR L110 WMff'Y - FW MOTOR TPB 'e' 'R' N 'c' 6 JAIMMS a fnOL0e6 6 lxe®® am am am PAa tNfIH D9w 91➢1= = = =INS IA969L. IpgIT W. (+) FxT. (+) tM. (y 224 mo-n INA INA INA N INA 1N.0 INA 36 123.] 123.] INA N-1/4 117.2 1113 INA 42 111.2 111.2 INA 4H 114 1N.5 ID03 1N.0 N 97.6 97.6 INA 54 924 92t 130.0 w 90.2 90.2 1D.9 N He.2 86.2 =7 24 INA INA 1ND N iN0 tN.O IWO N 1fa3 1193 INA N-1/4 1T0 11D.2 110z INA 42 104.5 1045 INA 4B 94.3 80.J 1N.0 N 91.4 91.4 130.a 54 663 863 1212 CHOR TYPES A. B, I APPLICABLE AT HEAD NCHOR TYPE B APPLICABLE AT SILL y / TYPICAL ANCHORS: SEE LLW. FOR SPACING r AT HEAD I '(1•pE 'A'_ 1 /4' QUA. ULTRACON BY 'ELCO' ({ iw m Ff m w) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES I I 1 1/2' MIN. PENETRATION INTO WOOD i �U-,BY-BUCKS11NT0 CONCft� 1-1/4' N.-EMBED'-INTO •CONCRETE--.-�oQ � I TYPE B 1/4- DLA ULTRACON BY 'ELCO' T.-IT] K4, Fy-t55 MO I DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED I 'TYPE'C'- 1/4" Dle_ SELF DRILLING SCREWS (GRADE 6 CRS) I INTO MtAMI-DARE COUNTY APPROVED MULLIONS ! DR I (3)INTMETAL STRUCTURES (HEAD/JAMBS) I (3) THREADS MIN. TO ETUF)10 BEYOND METAL THICKNESS I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 7/8' THK. MIN. (Fy = 38 K51 MIN.) (mL IN COIITACT MEIN AWM9NM TO ESE M1 OR PAORlD) - --.-._'-'-'-.-.-'-' I� -' -' -' -' -AT SILL - • - • -' - TYPE 'B'- 1/4- DIA, ULTRACON BY 'ELCO' (M-In KSI, Fy-153 KSO QDIRI:.OTL'1_NIOWNCREIEJ I' -�'4"'MIN`EMB,ED �-�-�-.-.-.- (-. -..'- -.---.-AT JAMBS-'-.-.-.� TYPE 'A!- 1/4" DIA. ULTRACON BY'FLCO' (Fw1]] NCI, h-159 HSD I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 7-7/2' MIN. PENETRATION INTO WOOD i THRU�BY-BUCK5:1Ni0 CONCt�O. BLOCKS I �'1=7%4'"MTN-EMBEO�.INIO CON01.1R_BLOCKSP I TYPE 'B'- 1/4' DIAL ULTRACON BY 'ELCO' (F.-In K91, Fy-1533 W I I DIRECTLY INTO OONC. OR FILLED BLOCKS I 1-3/4- MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO BLOCKS I � TYPE 'C'- 414 SMS OR SELF DRILLING SCR EW$ (GP 5 CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS I � OR METAL STRUCTURES (HEAD/JAMBS) I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL' 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL W CONVLT WiIH ILOIAWUN TO ESE MIED OR PAINRD) . L--.-.-.-.-- '- - - --.- - -- euLylOR EDGE 05TANCES INTO WOOD STR a 2RE - 'M. INTO WOOD STRUCTURE 1- MIN. INTO METAL STRUCTURE - 3/4- MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 P9 MIN. C-90 HOLLOW/RULEDM1 BLOCK AT J8S I'm- 2ND PSI MIN. - �Dm.pgt6 Ib.W� .a6f AI . • IZIy9 6Wntlf606Is 4 IS 1Wr a466 b.MO DECll U�M 0 7 201i 1I1.. ....1.... 315J AIjM� � � 3P`C'' ,, DP .'• j � •A ,' • .� 6 � i /Ojj'AL �a ' �U i3 3 RItlKR TYPES 'e' '6' N 'C• PANEL MmX 1AfRUt w How .c6s 6 N mom am 9ma M 4 dA®DID am 6tffi &9D4 6 =w am 9tIIR 006 L o O n 6 �Nyft Z R C u & cap c Q �O� O dyF� FXL (+) IN. (4) W. (+) 2244 30 39 U-I/4 42 t! N 54 56 N tk 10.0 Imo INA 1N0 10.0 IHOA 1N.D 1N0 IN.o 1MO 1N.0 IW.O 149.5 1493 1494 1N.D INA 130.0 INA INA INA 1310 INA INA 125A 1254 12a4 117.0 1t7A 117.0 u N N 39-1/4 42 N N 54 56 T N 90 190.o INO f60.o 16a0 IMC 160.0 160.0 16a0 1N.0 o 4 %! .2 Qwg DEl�u S1 x� In Q D= H d (!{ w 3 GI 1A p ^ �h�.,1I � w,;; n C 157.2 I9.2 IM.0 1495 149A 119A INO 1N.D iN.O 1N0 1N.0 1N0 12TJ 12].] INA, 10.1 125.1 123.4 117.0 117.0 117.0 24 N mac-.. ti:J 39-1/a 42 49 N Ss A 36 N G sty Iwo 1N.o INA tN.D INA_ IeD.O i134T� R154:.].A fNA INAINA I30.0 tN.o tN.O 125.7 129.T INA I= 122.3 INA Ilse IIH3 INA 1141 114.1 125,1 u o "s R `g R ^ C P � e o IN.] 109.7 111.0 . 24 N 36 39-1/4 s2 4B N I 54 56 N 1D2 INA 1N.0 INA INA MOO 1N0 1N.0 INA INA INA INA INA I2T.T 12].] iN.D tI60 1t6.o 1N.0 I126 1128 INA 10T3 107.2 INA 1048 104.5 10.4 6 _ - IOD3 IM.5 117.0 24 N N 39-1/4 t2 Q N u 56 N IDES 1N.0 MO 1N.0 INA INA INA 3 T m C g 3• 1N.0 1N0 INA I= 102 INA it9.9 118A INA IO]J tw.] 130.0 I047 IOA] IN.O 99.3 wz IN-0 Omwirg na. w04-861 90.9 969 123.4 92.8 92A ItT.O 6N661 3 61 B 5psi. IT] 0 PARS rYPI(AL NEID ANONdb IN PA MPH SEEM FOR SPAOx0 =PND SHEET 3 FOR OIIN+TRY S AT IMERLODH/ASRRRRS MM. Al 9 N IAAMI-DAOE MPPO•'EO MULLION & MUWON ANCHORS SEE SEPARATE NOA 0 T NGO NWMNG w PAIRS N K SEE E1£V, F3 SPACU I IRgDU07REA'T6FD AND SHEET 3 FOP QUANTITYI mogyLFwHY W peW[ AT INEFRIOCK/ASiRAGI1 ENDS � E7 W FwOlvt C4Y n O. AMpY�Rxe_�Z•i �I 1� P.rpirnluOH e�yII,ICI - ',i SEALANT: A S ALL JOINTS AND FRAME CONNECTIONS SEALED WITH °o 7 WWTE/ALUMINUM COLORED SIUCONE 95 ! &U. DMRADOYS NOTE ON MAJOR INTERLOCK TTOP AND B0T70M ENDS FIUFILLED 1' SHEET I FOR WITH EXPANDING URETHANE FOAM. 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