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HomeMy WebLinkAboutNOA.yr �.. 19 02- �u�lt I MIAMI•DADE - 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION EGS International, LLC 3133 S.W.25'" Street Pembroke Park, FL 33009 SCOPE: MAR 13 ;1 ST. Lude Ceunty, Permitting MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy COPY 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). 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 t eCF�lp;id�BBuilding Code, including the High Velocity Hurricane Zone. BY DESCRIPTION. Atlantic Series Aluminum Sliding Glass Door— S.M.I. St. LUde Co, lr.}, APPROVAL DOCUMENT: Drawing No. W0480 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., 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 RATING: 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 limited to 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 (X) require channel reinforcement (item #31) 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 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 #14-0807.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted docu tation as reviewed by Isha I. Chanda E. Ita ( "I6Z1+ NOA No raarn-DADeeoumn LUCIE COUNTY BUILDING BF ON Ir - n Date: December 24, 2019 REVIEWED FOP P Ctl ANCE Approval Date: February 15, 2018 REVIEW? Page 1 �SN%b PLANS AND PERMIT MUST BE KEPT OB ' SITE OR NO INSPECTION(S) WILL ADE- EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 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 Abroad, P.E. B. TESTS (submitted under files# 12-0131.151#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact 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 3.21, 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 05115100, signed and sealed by Aldo P. Gonzales, P.E. 3. 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 05/01/98, 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 E1300-02 & -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. haq 1. 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 h Edition and 18tter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Ahmad, 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 (6a' 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 (6th Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. H. OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. ks4. I.LI^f-t4a- q L Chanda P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-2 DAYLIIE OPENINGS: D.LO. HEIGHT = PANEL HEIGHT - 8.875• D.L.O, WIDTH - PANE PANEL HEIGHT = DOOR HEIGHT - 2• THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. MIAMI-DADE COI APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF CRAOE ATLANTIC SERIES SM 130 ALLUM SLTDING, GLASS POOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GIASS/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GI/SS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. (a 'lee 23 IJ/18' HF AICH00.S 4 OR 6 MAK MAY J' AfAK AT I SIJEST 3 FOR 4LLL Tf DS H /SILL W. AT SNE BEE SHEEP S FOR CAPACEN CORHERS ENDS I I I I I I is I 1 � I i •% I I I �% I i OOPNPf10FNM,11N0 S SEE ON . and oo i I i I O I I D \To/ 31 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/201T (6T11 ORION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NHZ). 1BY OR 213Y WOOD BUCHS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTA D ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MMUF'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. CC ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. i MATERIALS INCLUDING BUT NOT UMIIEU TO STEEL/META. SCREWS, THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHM1 MEET THE REQUIREMENTS OF THE 2014/2017 FLOMDA BLDG. CODE & ADOPTED STANDARDS. NS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRONDE INFORMATION FOR A SITE SPEGFlC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY .OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING MR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN TNIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 1 11 1-,I t`-Ili 48 3/4' 1 1 t IB J/4' l l' I I IIr 1•1 1. D.L.OM t PANEL WON S3• SLL ANCHORS 4 OR 6 PANEL WIDTH AT INTERLOCK/ASTRAOA, ENDS SEE SHEET 3 MR WM SEE CV MR WIDEN PANGS WITH SHORTER HEIGHT TYPICAL ELEVATION TESTED UNIT , TRINE WIDTH FLAME WOIH RNNE WON i r Ox(stew" OXO (SHOWN) OXXO(SHOYm) XO `" MDUCTREMISED m-WIYII. MV W Ie kh kewae, No I7 !Z/R•Zi sw.lwD.HDK�V }nR4 LL�y Pev400 Cw,wt APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. ALL DOOR INSTAIJATIONS MUST BE IN ACCORDANCE WIN EGS INSTAWTION INSTRUCTIONS. ALL SEALANTS TO BE TREMCO SPECTREM 2. M � 4d- V .. i. So:•... ,.. DESIGN LOAD CAPACITY - PSP (GIASS) WTER ITEM /92 PMF110991 IAm Tf6RWCE5 DISF,RLOC85 .(4) k 24 - - 1b.0 mo W - - MD 1mA 30 - - 130.0 1m.0 19-1/4 - - mo IX0 42 114 - - 130.0 130E 48 - - 1m.0 Im.0 NOTE: m - - 1W.D 1W.o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ss - - 127.9 1229 AND FLORIDA BUILDING COMMISSION 55 - - 1227 1227 DECLARATORY STATEMENT DCA05-DEC-219 24 - - Ib.O imo W - - 1WA Im.0 W 1WA 1m.0 39-1/4 120 - - 1m.0 Im.0 42 - - 1m.0 IM.0 48 - - imo IM.0 W - - 1300 1W.0 54 - - 121J 121J 1/4' HEAT STREN'0 GWSS (F3TJ .OW' Inl dWet HP Qe or Color ow.Z PANEL HEIGHT DOOR HEIGHT - 2' BySoBex'Eoetmnn C Mw l Co.' 1/4' TDAP. G S QM.) P INTERPOLATION BETWEEN WIDTHS AI M F ( ) v� SHOWN CAPACITIES ARE MR 5 I6 4938' SILL HEIGHTS OMIT D OR(+) L09DS f5 FOLLOWS -! J 1.T50' SILL M. +BO.D PS �wnU}u2pyy1y4, ].188' SILL Hi. _ +53J PSF -N I%- 21 I Ar W.B*ft6 Dae 4 17 Ctt, .,y �pL.w�1 GLAZING DETAIL �17y Q 7 2 - [tr`111t1111111 rr/r�r x ... �;20 YJ 0P : (4AC ssi .... •�G A�Ar Ioil MAM 115�� �v ro G $ H 12 D[SIGN LOAD CAPACITY - PSF (CLASS) W/o RIDTP'D WTI61AC85 mm ITEM R DITERIACES /32 'D Zome O m {@x5 'lag1x�` OO�ybG IL Ppg• ZOE y O G N no C0 8 0 9.0 e y Odic } 0: e A p C Q��E 24 30 36 39-1/4 42 48 se s4 58 W 84 W.0 mo 1 W.0 mo W.0 Im.O 1W.0 130.0 W.0 1WA 1m.0 130.0 W.0 160.0 1WA IR 74A 149.5 1W.0, 1W.0 BOA Im.0 Im.0 1W.0 TBA 124.e 1b.0 tb.o 71.1 115.6 1W.0 1W.0 m.6 111.4 125.4 126.4 6A0 IO40 117.0 117.0 24 W 36 39-1/4 42 48 50 54 W 24 W 39-1/4 42 W 51 56 m 90 " W W.0 im.0 1m,0 IM0 80.0 1W.0 1W 130.0 W.0 10.0 1W.0 1WA Y SLR 5 Sq S 0 n m O m 0, Z R 0 FQ: E a W N 0- i 3 Y e N M m x OMEv1 W M d C mA 1W.0 1m.0 130.0 74.8 149.5 1b.0 130.0 W.0 1m.0 130.0 1m.0 78.8 124.8 im.0 130.0 71.1 115.6 1b.0 130.0 JLUJ.4 125.4 W.0 1W.0 lm. 1]0I W.0 1W.0 IW.O 130.0 W.0 W.0 130.01 (1�O:U W.0 imo 1m.0 mo WA 1b.0 tb.0 1304 a00:0] 76A u-01 124A KILO a] 1W.0 130.0j 1W.0 71.1 115.0 1W.0 t3010 - - 1".4 125.4 o m 0i C 0 '"p� n S ^ R e g _�G i f ^ g R R a �a h 117.0 117.0 24 30 38 39-1/4 42 4b m 54 56 AD1T 102 13Q. d, 80.0 - A W.0 mo 80.0 1W.0 130.0 1W.0 W.o 1m.0 130.0 1W.0 W.0 1b.0 130.0 130.0 W.0 1W.0 130.0 IW.o 75.0 124A 1W.0 1W.0 130.0 1W.0 10.4 125R 117.0 1.0 24 W 36 39-1/4 42 !9 W 54 56 108 80.0 130.0 130.0 moo so.D 1W.o 130A 1WA 80.0 1b.0 IM.0 1W.0 ` deawin9 00. W04-80 sheet 2 of 8 W.0 1m.0 130.0 130.0 80.0 130.0 130.0 130.0 80.0 IX0 1m.0 130.0- - - 130.0 13 0 - - tb.o 1W.0 - - 125.4 175.4 MOOR WAD CAP=Y - PSI` 2WCIM DII •A' •B' A V 6 WIDE 4,0mo 9 14Y®O84 4t M. v = 4T =. Rua box 000K s10a Nms sins 65yy 1ms y®y NGF0U1. MOOR uT. (+) F%T. (4) m.. (4) NP¢9 tlCSS WR. - M. - IM. - 24 1w.0 1w.0 130.05 30 1w.0 IwA 130.0 36 125.] 125.] 1w.0 39-1/4 117.2 1172 1w.0 42 111.2 1112 130.0 40 114 INS MOOS I30.0 w 97.6 97.6 130.0 54 924 924 lw.e 56 90.2 90.2 t2T.9 w 662 66.2 122.7 24 130.0 130.0 1w.0 w Iw.o 1wA Iw.O 36 118.3 118J 1w.0 39-1/4 120 110.2 110.2 130.0 42 104.5 104.5 130.0 48 94.] 54 IWS w 91.4 91.4 1w.0 54 B6S 66.5 t2f.3 ��tNJ1 CHOR TYPES A B, C APPLICABLE AT HEAD ANCHOR TYPE B APPLICABLE AT SILL Ii TYPICAL ANCHORSSEE B.EA. FOR SPACING r AT BRAD I jYPE 'A= 1/4' CIA ULTRACON BY 'ELCO' (Fu=1T] IC I, Fl-155 K51) INTO 2BY WOOD BUCKS OR W000 STRUCTURES i-1/2' MIN. PENETRATION INFO WOOD IMO CON' I I/.4`MIN BEDINTO'ECO[JG TYPE 'B'- 1/4' DIAL ULTRACON BY 'ELCO' (F.-I" KSI, F} I!!S KSIO DIRECTLY INTO CONCRETE I 1-3/4' MIN. EMBED � TYPE V- 1/4' CIA SELF DRILLING SCREWS (GIADE 5 ORS) I I INTO MWAI-DAOE COUNTY APPROVED MULLIONS OR I INTO METAL STRUCTURES (HEAD/JAMBS) I (3) THREADS MIN. TO EMEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) � STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) � - (SfEF1 IN CONIALT INN ALUMINUM TO BE PLATED OR PNMED)_ J - . - ' r -AT SILL TYPE V- 1/4" DIA ULTRACON BY 'ELCO' (Fu=ITJ I(i1, F1155 KS) I 1-3/4' MIN. EMBED "-.-.---'---.-.-.-.-.-.� r.--:.-.-.-.-AT JAMB.-.-.-.� TYPE 'A'- 1/4` OLe_ LILTRACON BY 'ELCO' (Fu=1>] KID. Fy-155 nil - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2` MIN. PENETRATION INTO WOOD 1 U 7B 6UCli NT4 04NC OR BlD KS - 1/4' MB: EMBED INi CDNC.. LOCI Ti I 0i� TYPE 'B'- 1/4" CIA ULTRACON BY 'ELCO' (Fu-IW KSI, Fy=155 KSI) DIRECTLY INTO CONIC. OR FILLED BLOCKS I 1-3/4' MIN. EMBED INTO CONCRETE , I 1-1/4` MIN. EMBED INTO BLOCKS I TYPE 'C- /14 MS OR SELF DRILLING REW5 (GR4DE 5 CRS) I INTD MIAMI-OADE COUNTY APPROVED MILLIONS OR I INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS , ALUMINUM: 1/8' THK. MIN. (6063-75 MIN.) I STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (51EE1 IN CONTMR M11N N.UMINUM TO BE PLATED OR PNNIED) -.-.-.-.-.-'-.,--'- - -' --- ANCHOR EDGE DSTANCE6 ANCHOR CONCRETE = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4' MIN WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR IAMBS PO - 3DOO PSI MIN. C-90 HOLLOW/F61ED BLOCK AT JAMBS f'M 20M PSI MIN. FRODUCFREVBWL pybygyRYapeMOe. Y'FI`� W. 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FOR SPACING ANO A 3 FON ODIdITRY T INRAOCK/ FN(5 I a •'• I 1RY x0WCK • ' .: 4 • j.SM NOTE00 SHF£T 1 .fNSf. 4T .ox 4 CONCRETE 3 161 MWR-OADE APPROVED MULLION & MUWON ANCHORS S SEPARATE NM mw Z �q �Z=Z N 0» pi60M�W 4 O pp ( O M W 0 auo o�dgGV�a LL �N6' g f C( qoq Q W o E K u P5 of V y P CD s rcNa j wm 3 Y INPNIS K W Z ,; G, FROOUCt REVISM AND SN 3 FOR UUNRRY fD n - 4nwOWRwNYDwlbrilt AT INmLoc /ASRUWL ENDS U M w Tw4iv{GY W n (1 ZZ( O P tW Mew, WY fdwl SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH `o R 6 WHIIE/ALUMINUM COLORED SILICONE. FILLED 8 2 —SIZE NOTE ON MAJOR INTERLOCK SALES TOP AND BOTTOM ENDS S"LLFETUMRnRmONs WITH EXPANDING URETHANE FOAM. 0 4 Q 4.938 ALL INSTALLATION ANCHOR HEADS TO BE SEALED 3150 &EXPOSED ANCHORS TO BE CAPPED WITH ALUM. — 3 A BORON COVERS. m - xsoo WEEPHOLES: EEC O % 2017 w y ' ZI W7 = 3/16•H X 3/4W WEEP SLOTS ``\\\\\ITII .... AT QUARTER POINTS OF EACH PANEL JR�., •••• W2 - 3/6° WEEP HOLE AT 6- FROM ENDS `�` )P • % yy 6 r • AND CENTER OF EACH RAIL 9 Poum & HAROENED 5 GIH GROUT _ y �HIGH (c = 5000 PSI MIN. (HOH DIN C) WOOD BUCKS NOT BY EGS INTL. MUST SUSTAIN t 80 DING AGENT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ' 0'•. 0: •G(�� drawing no. NO, MOST TRANSTER �Fwe THEM TO THE BUILDING STRUCTURE. J, A: D?`:'` PAIRS NOT BY F%S INTL ',�,p_...... o . lDADS M SIRUGNRE iA W04-80 NAI sheet 4 of B ENDSr,UI\\\ (1 I'D%1"M Sus 4 O e FROM ENDS 1� o h 18' O.C. Pµly yNplry I IS 112 % i-1/L' M Sus O 8' FRCM AIDS O S 1/4• NA'C Fo © O 2 8/B' IANG AT O k 1)-1/Y O.G CPC, D o Pf 0.L P OF PANEL SHN a e m g Q qqyqqq S N u 6 op$`w L II- II_J a��iii y°I -_--_ _ _ _ I N -N ofOC a a�; LL Z � IN u IN p ¢¢ e H 11 �. II N SCREENS --_--_-___ ______ __-_ �_ Z� Sa J o „ noT 6 J Op 14 J 4 QWMLL ll Its % 1/2' M y Z /10 % 3/4' lEl6 8 DL DPC. 56F TMPWC SGEtlYS 0 (2) AT FACN MD o 8' f�OM ENDS AT J' O.C. USE REDS OR SIRES 2ORCING AS "ER & 1]-1/2' O.C. USE REINFORCING AS PM - �.� Y (O AT MIDSPAN PMM WIDTH CWRNB ON SHEEE 2 h (11iR1 OF 9 SCREPS) G• r- 000R FIV UE Wm1H _ EXTERIOR g 3 X m 112%12'M NMm.p.. TYRCPL ANCHORS IN PNRS )1PICAL HORS IN PAIRS S9F TMPINC SGRflYS (5 M SEE EI£V. MR SPACING SEE EIE1. MR SPACING IYPMN. ANCHORS IN MRS E) O 6' FROM AIDS WI:1 d SEE EIEY. FOR VP 11,10 k 11-1/e O.C. 1/4' MAX 1/4' W. 1/4' IIPJC 36 J6 ]) 8 O SHIM yNIM sxN rponucrlrevaen � � � apµNq.tOAsPetilN�d @g eo:--- 2 4 j H EEC 072017 __- ........... _ I I I a - G .d .. W =. • � 'S • � SCREENS OPROWLL_____________________ __—_� � 1 t * S e $ 2 4 ' O ••. aF :•�� Emwin9 no. . 112 % 1-1/4' M SMs - ���i�q'•....._?�•'�6°�� W04-80 .:.,,,I''.. J MENSIRU�Cn1RE EXTERIOR - -M-o 2• rigs/�PoAI. G;.��� IFEIIIl111 sheet 5 of 8 z qN� og�g O atp N O RRRRRR 0 5 JVJ m PANEL WONIle NAY J SHIN IV WOOD BUCKS J�+ 1/4' W. © O O SEE NOTE SMF£T 1 D.L OPC 4 SHIN 34 O 10 6 35 S6 J RiP M AIICHORS IN PANS Z F p s SEE E1LV. NR SPACING WNM1 I _ I II Ulm m Y I II X' (GMT V 4-II WM6� m �xx nr- G e� ii ^ 6N�A^6C�ide^WA4 F}NWa O �08 � ii P�I,,,_ykl -IZI •2! 1 r'I I-1 H '6' R 2 a rir. -gal N N -� O N I�y111 . a _ZZ Z'l OPn ____ ry . :>' �1d 6'fa DEC o ! 2017 o y `` p11uIElAAA;i TPMPL NitHORS O.L M. IN PARS ♦-p JW^^ X SEE E1EV. ,` Y; ` - 64, ? FOR SPACING EXTERIOR PANEL "ON Y: S 6 a DOOR Fl+N¢ WON • of �• tlmwin9 no. AAA ��NAl1�J �� sheet 6 of e 694 7W 2000 vz7s ,.9n �1sn ri FRAME HEAD REINFORCING TUBE ,4) MOVING BOTTOM RAIL HEAR CUP 1 LVJ SHEAR CUP S.M.I. w SM MISSILE IMPACT GL SHAPES O FRAME SILL (SEE WATER W4 SRET 2) OOO FRAME SILL 335 3.6" 3324 JAMB COVER 694 FUV 2WV 12 p00ft SWEEP DEC 0 7 20017 I J x Crowing no. W04-80 sheet 7 of 8 leR auAnT'm DescReT+aN tur>Dttu MAnm./soePT>St/n®lenss 1 t1XFADp i FFAYESILL (}J/Ib' XICIQ 6005-TS/6105-T5TA 1 i FRMIE 9LL (}J/4' HWH)2B 2 1MIGX)ZC 1SILL(2-1/T' HKT,) E00}TS/610.5-TS! 2 fwNE JMIB W/0 POCIOET B00}15/6,05-15JA 3 2 ALT. iNNJE JAMB W/ POCKEf4 i/MW. PMEL0.1nG(S.M.1.) EW}JS/BIOS-155 1/FOE PAN¢ FIXED BOTf. 0.4R (SY.L) fi005-TS/6105-TS b EGS-WI 1/DONEE TOP RNL (iY.L) fi005-TS/6105-TS - J EGS-5)4 AS FEOD. f➢OD SIDE (SM.IJ BOOS-TS/6105-TS - S EGS-s)5 AS PFAO. LOG(ING mLE (S.Y.I.) WOS-TS/6105-TS - 9 EGS-5]6 AS PEW. MVOR INfE16DCK (S.N.I.) 6005-Ts/6105-T6 - 10 EG9-5JJ AS REW. YNOR Dr1E.`bOCK (SJI.L) E005-15/6106-15 - 11 EGS-661 AS REW. mIE ANPIEfl 6W5-T5/BIOS-15 - 12 tJS-566 AS REW. DOOR SwEFP 608}15/6105-TS AT TOP OF Fl%ID P.WFL 14 EGS-5]0 /5 RE00. .V11R CO.4t Bp&t-15/6105-15 OPIIONY 18 EGS-]3 AS REOD. 9/16' GVZING CfSKEf �R P1C .T (erC INC.) 1> i%114i9E Y/ LIE ' SETTING @DCKS •t' LOnC. O 10' FRON EACH ENO ffDY TREMCO 19 2BO2>OISn52]-E011-4 AS REW. FlNSEAL WWIPDE AT MORQ. RAILS AYESBUm' ZO T-38J6G AS RE00. PoLT60N0 FlISF/L AT NOJ. �i1OM PNL - ULTPIF"A9 (.2&tM % .JW ME) 21 3602]OIs%/53>-6011-8 A5 REW. FlnSEV. WWIPDE AT Fl% B01mM RAD ANESBURY 23 2102J015/T420-60,1-2 AS REW. FlNSEIL WOIXPDE AT Y}FT. mLFS A SWEEP - ANESBURY 2> /e % J/4' 2/ WFDIER FFAYE ASSEMBLY SCtLLIt'S Si. STEEL PH SUS z8 /lz x ,' z/ WRNER PANLL JSENaLr scRnvs n. mai Tx sms JO - 2/ PANEL PANEL ROLLER AS3MBLY SI. SIFEL 1-I1/16' OD. WHEELS Jl - 1/ MOM. FANEL PLOY CHAIINp. FULL WIDM OF PANEL (BORI OPWIa) 6pW-TS - 32 AS RE00. WIE1tLWN REN'fDflCENEM SIFFL 1 1/2' % J' % 1, CA 1J AS AEW. FIX. PANEL CUP (AT {FAME HUD/SILL) AW WNUM 2 % 3 % 1/b' % ,-J/e' LONG M AS REDO. RUBBER BUMPER I/2' % 1/2' G0. % J/16' HIGH 3s M]0-00-OB OR 1RIL6Ef W LL PS R5D! OR ®Ll4 (PYD) POVAS-RRE OR ASTDPxO J8 N6184>-09 , DUD LOCK. YOUNTEO W/ (2) e0 % ,/.• FH SCPETf6 Sf. "IEEE PD4616-RITE 3> 1B01-Ofi 1 SINYE NOLMm pI W /8 % 1' PH XAENS k fM1ASIC SHN ST. BIEEL P➢IYS-PoIE JB MJ2 OR WS208-PPJO 1 WuuY TRINSEf WLL /ES f65N OR BRASS Rq MANS-PoIE OR 1911PN0 39 TC2 1 iFACK COVED Sf/ST HYOPME W EGS-504 AS PEW. SXE/R CUP AT tlD51FR5 ONLY 6005-TS/8f05-TS - -I1 EGS-500 IS HEW. SXFM GJP AT CLUSIEPS ONLY BWS-15/6105-TS OOI .� nN 2 g pp6 l C yVj 0 M ry�j1'�" 33yQ C GpC �Fl V papN� �CCwaa 8 0d�p 0 �Yua LLySGS S Oma,( Qb�Fp FRAME TOP CORNER S w (J m Qan w ti z 0 2 e Kmd� Mi �OF n m .m. mt25 W n a O FRAME !8.070m CORNER e ] 1 wnDDcraE�'� o � e mwaEF.wuN.etEIrNA � � a � `e a e �i ]eo� 61FB mft 9 DBd P.MF oo-:aen .]JD DEC 0 7 2017 21 HMONE56 BS SHORE A � IENAlF MENGIH (BREAK)- 1010 PR ,W ELONGAIWN AT Bfl . 3 0% '. TFPR STRE M - 260 LBF/IN 0P •((A: tlfawi(19 no. s [Rc m m - 1.45 `'•........ �IomD1;.: PANEL CORNER t6 B °>IE •ASKEf Jt MOV. PANEL REINF. ' �S31OIAL ��A4� sheet B of 8 rreu xD.N I / H r 2 .� LY c' I I i j' R, `. 2 r- IF- 4 1/4' -.. HPD BLL ANCHORSHJ% A, B OR C -3 AT EACH JAMB SEE SHEET 2 IBL11�i .F,T_ SERIES 5500 ALt1M11�ILk1_T1'1N.DP.DW„ WALL, SYSTP,M ($.M.I.1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY IWTH THE REQUIREMENTS OF ME 2014 (STY. EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TBY OR SHY WOOD BUCKS A BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BLOWING 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 W DESIGN OF ANCHORS IWO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LISTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE A ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUNDOPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN PHIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A_READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE. LABEUNO TO COMPLY WITH SECTION 1710.8.2. 1 i2P. ANCHORE A B OR C -S TYP 3 AT MH S10E OF MULLION SEE SHEET 3 INSTRUCTIONS, USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND PRESSURE REOUIROME4M BASED ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING. APPLICABLE ASCE T STANDARD. STEP 3 CHECK DESIGN LOAD CAPACITY FOR A ONES SPACING AND HEIGHT USING CHARTS ON SHEET 2 THE WACOY SHOULD EMCEED THE COVER LOAD. STEP d USING CHARTS ON SHEET 3 SELECT ANCHOR OWION WITH DESIGN LOAD CAPACRY MORE RUN DESIGN LEAD SPECIRED IN STEP I PROVE, STEP THE LOWEST VALUE AMULTWG MOM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED WU STEP I SHALL APPLY TO ENTIRE SYSTEM. STEP 6 MR S ITEMS WITH UNANCHORED JAMBS, USING SHEET 5, DETERMINE THE MIN. k MAX. GAP DIMENSIONS. ox p.ENn slwL rtsslDNu OR C SEE SMELT 2 DAY'L.TTE OPENINGS SINGLE '0' PANEL OLD WIDTH FRAME WIDTH - 4.50' DLO.HEIGHT . FRAME HEIGHT - 5.50" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97A. ._.... _........__..............__ THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30'FT. OF GRADE. SHUTTERS NOT REDD; FOR INSTA TIONS ABOVE 30 FT. OF GRADE. NSWLE ISM ME MOM., PD..1 A. NOT .. oN MU PX.W EVAwnn0N O1 ONAIE MOM ML COMNT*NS OETWIEO OOCVMLM .11 BE O0.0mED nrwM R FL #21899 Tom amwing no. W16-68 DESIGN IDAD CAPACITY - P9P OESION- IAAD CAPACTY - PSF NOMINAL DDP3. MULLION mil MULLION 'M2' .NOMINAL DIM, MULOM 'MI' MULLON 'A'L' MD1X (WI iRWF N[ILM ENf.{4) Wf.(-) [M{4) IM.{-) MDM (W1 iAAME 36" . IDD.O 1000 1 130A 1�I300 iGOA IWO 130.0 I300 36' 42- 1W0 1000_I000 1004Y IOtlO 1JD0 q0054- 'no 1000 13001W0 23 IOUA 54' lie WW. E '000 130.0Go" 1o00 _13001W0130A 1W0 1W0 I30.0 60' IWA 100.0 I10.0....._.._or 90.9 90.9 118.2 Y2• 0.3 100J 83.3 10&] D0° 42' 1W.0 100.0' IMP 1.900.0 1J0.0 100.0 IJ0.0 100.0. 100.0 13oA 2R fWA� 121.8 1102 1000 -11JD0 IOO- 1b.0 42' 48' IWO lOw6..�,,.IWO Y300 100.0 IW;O 1300 u00 :. 40- 94' 12W 34' 1 1010: IWA IW.O 60' 100,0 10i2 IW.O 121.2 00' IPD.o INA _100.0 IW.o IW.o INTERPOLATION BETWEEN WIDTHS OR HEIGHTS AUJOWED 40:4 1182 90.9 118.2 66, - 36• IOD.O 130.0 Iw.o 70 42' 100.0 Ing IW.O I= 100.0 I W D 1004 130A 49' 94' 84 ...._� _.._ 10.0 1 IJwO 1WD 1]O0 1W0 1,.. 130.0 tW0 __130o ow 86, 9D9 118.2 909 _I te2 le03 1083 _ 833 1 100.3 :v 30' IWO. I IMA 1000 1 1300 42' IWO j 1N10 fWa _ 1300 _ `jJ 42" 1W0 1I00 1W O_ 13p0 54•" 90 .� W IO 1N10 1W0 I]0.0 60' TT• IWA. IJ0.0 1W.0� _IJ0.0 - MUW,ION 'Ml' MMW,IDN ML i1Y,'R! 4 9i W']1 Gt IK'4jsx',1 .I5 440-I rrALIWINUN ,_y15 ♦a0 S31 IMS'tG-EL ...._ 4 105 .. 941 __{- 83J 1 1d&J _t BJ.J 108S IBJ 38' 1000.: 1WQ'(1,'OA IJhO IWO -.1TJOC 1300 48' fW0 ly ]00 1900 1]Oa I�lyy Mgi1�y�164851 54' lrvM1°li IODO' IJ0.0 100.0 1130A_ -i fi0' V7 10.0_ ISD.O__ 100.0 Iwo 66' R' . 40.4 833 11B$ 108.3 9D.9 0.3 _.�. r11fiA 108.3 36- IW.O '.0 _ 'W4 1. Poo. _'mo 130.It_ _iW.O 6 102 IWD 30 1.0 1W0 1109 fi0" 0' 1W0 iD00 1W0 1300 66' 1102 900_-'118.2 JO' _909 "..3 10.3 43.3 I '08.3 38' IW.0 IJ0.0 11W.0 IS_0.0 -f OO.P .i_30_. 100D 130.0 42' 40' SI' 100'. I0.0 ' 1W. 140.0 130.0 - iW.O IWA_ 130.0 130.0 -� W' IMA0 130.0 IMO . 130.0 80' 80.9 110.2 90.0 1}10.2 li I f _ _ _ ' 4 I .[..._.&@rr. WIDTH (W) a WT AT B E JAMS WIDTH'(W) +. WS nT FRAME MUTAION 2 DIEMCO TEMP. GVSS cY America. Inc: TEMP. GLASS 5 p'� 1 i _• I 1 \ 10 / GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). FL #21899 w w N s Nw 70582 drowing Gw. W16-68 WOOD BUCKS AND METAL STRUCTURE NOT BY EGS MUST SUSTAIN LOADS IMPOSED-BY.GIAZING'. SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. « TYPICAL ANCHORS: SEE ELEV. FOR SPACING - 9.0&� HYPE A 5/18' VIA ULTR N BY 'F CII �O. (F 1]] K51, Fyw ISS KSIJ 5� THRU 101' DR 28Y BUCKS IMO CONCRETE n� W F_ i I 1/4' MN EMBED INTO CONCRETE (HFAD/SILL} ANCHOR EDGE MISINCP Fir; j �- . INTO CONCRETE 2 1'/2- MIN � — INFO WOOD STRUCTURE a I" MN, I TYPE -a'- She- DA. (LTRACON BY 'ROD (FRsIP Ka. "I55 KSI).. DIRECTLY INTO CONCRETE 2" MIN. 'EMBED INTO CONCRETE (HFAD/SILL) j jw ANCHOR EOCE TAM INTO CCNCRETE 2 1/2' MIN f t IYi I TYPE 'C _. S/18 DU. TEKR OR SEL ORII LINO. CREWS (STUD[ 5 CRS) Sealed.92-16.17 �' b INTO FB.C. APPROVEO MULLIONS ° OR INTO METAL STRUCTURES (HEAD/SILL) �`,p ;'1I I� ALUMINUM: 1/8" WK. MIN. (6053-T5. MIN,) STEEL: 1/8' INK. MIN. (Fy - 36 KSI MIN.) II (STEEL 1N LOMML WfN NUMYNM TO BE P WD M PAMIEa) �^ Na.TW92 i E (# I' �.__ ANCHOR FDOF DISTAMOES INTO METAL STRUCTURE = 1/2' MIN. ,!.'• A VEC� (dmwin N jib 9 ILU Ab. _.. _... _.... .._. WOOD AT HEAD OR SILL SO a 0.55 MIN. CONCRETE ,. �..•, TON: �`• � �]`�y")pin •. ��•ra � � W� 6 _s8 AT HEAD OR SILL Ye a 3000 M MIN. FL #21899 lyheel w00D Bt NOR:: W. NOVENENT CONSIDEREDs100R MUCH. PIFRSE RUM TO CONANT NANUFACTORER'S DATA AND APFUWION MANUAL FOR LONPAWIUTV OF SEAWIT M SUBMM7 @ WWDP NATERKMNISH AND CONPLVNCE--FOP WARRAfM. RUM "TO-AC1-ilT-10 FOR CONSfAUMON TOLERANOES ALTERNATE SEWNTS*AT BANS CAPS _CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON NANOPACTURER GUIDE LINES. WS = THAN 1/4' ANY PC DESIGNED BY ENGINEERR OF RECORD BY THE USE OF BOND BREAKER TAPE OR'15S OF GM ALLOWED MOVEMENT. 1p No. T05M W16-68 F'L J{21899 �A�!A ONAL4dr�y`%A� W16-68 FL #21899