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HomeMy WebLinkAboutREVISION 12-11-18OFFICE USE ONLY: tA DATEIFILED: SCANNED PERMIT # I` REVISION FEE: `P BY RECEIPT # �! St. Lucie COur PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982-5652 (772) 462.1553 DC 2018 APPLICATION FOR BUILDING PERMIT REVISION �T Lucie County, Permitting PROJECT INFORMATION e LOCATION/SITE ADDRESS: -Z '�j o few DETAILED DESCRIPTION OF PROJECT REVISIONS:A-)'hz �h'OM l a w �n� ova CONTRACTOR INFORMATION: . -5 A) Q STATE of FL REG./CERT. #: Li�3 BUSINESS NAME: QUALIFIERS NAME: ADDRESS: K I�f __CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ST. LUCIE CO CERT. #: FAX: FAX: FAX: p"mIw ZIP: ZIP: f >BRADEN` &. E3R S't5Er s� - r 0if x,4 . A., P. A. & nllanners STUART, FLORIDA 34996 325B FAX (772) 287-82133 December 12, 2018 Permit #:1806-0613 St. Lucie County Building Dept. RE: Miller Remodel To whom it may concern, Please note, The windows and French doors have been revised to be CGI brand in lieu of PGT. Then entry door side lites and transom were also revised to be Exclusive wood doors N®A #18-0122.16. The installation of all has already been inspected and all the product approval package has already been submitted to the building department via the General Contractor. We are aware of the change and approve the use of these manufacturers. Thank D�nie R. Braden Brade & Braden AIA PA i�� •9, PYum iiEEyy„oo��ww�� RU�UVED DEC 18 2018 Permitting Department St. Lucie County, FL V,/ RECEIVED G -13 DEC 1 1 2018 MIAMFDiADE ST Lucie County, Permitting MIAMX-DADECOUNTY 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.gov/economy Miami, FL 33172 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). 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. ON: Series "375" Aluminum Horizontal Rolling Window — XP-PROVAL DOCUMENT: Drawing No. W09-13, titled "Series-375A1um. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, with revision H dated 11/13/17, prepared by Al-Farooq Corporation, 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. NUSSILE-IMPACT RATING: Large and Small Missile Impact Resistant. 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 NOA416-0125.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.05 Expiration Date: June 10, 2019 Approval Date: December 28, 2017 Fln E 1 Page 1 o 6 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBH=D UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.09-0402.20) 2. Drawing No W09-43, titled "Series 375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, with revision F dated 01/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal@ and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Durasealg and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(9 and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 Man a z, P.E. Product Co of aminer NOA No.-1018.05 Expiration Date: June 10, 2019 Approval Date: December 28, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports (CowuiuED) along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0907-08, dated 12/18/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0402 20) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0224. 11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex 11P Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 05/29/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0224. 11) 2. Laboratory compliance letters for Test Reports No. CTLA-3056 WA, dated 03/03/15, i CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued'by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P.E. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Section Supervisor. 4. Laboratory compliance letter for Test Report No. HTL-0080-0907-08, issued by Hurricane Test Laboratory, LLC, dated 12/18/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0402.20) anuei z P.E. ii Product Cont of E aminer NOA No. 17-1018.05 Expiration Date: June 10, 2019 Approval Date: December 28, 2017 � E-2 it CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED I G. OTHERS 1. Notice of Acceptance No. 15-0512.03, issued to CGI Windows & Doors for their Series "375" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 06/10/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W09-13, titled "Series-375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, with revision H dated I Ill3/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61b Edition (2017), dated 08/31/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04118. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and-Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS L Statement letter of conformance, complying with FBC 51 Edition (2014), w7th FBC 61h Edition (2017). dated August 31, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. i f G. OTHERS 1. Notice of Acceptance No.16-0125.07, issued to CGI Windows & Doors for their �j Series "375" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/21/16 and expiring on 06/10/19. an rez, P.E. Product Co trol xaminer fl NOA 7-1018.05 Expiration Date: June 10, 2019 Approval Date: December 28, 2017 I! E-3 4 GLASS TYPES 1/a• INN. CLASS ma• 6dedoyer Sean CP PET Co. By Taetma, CMmiwi Ca: YFS lr) By'Kuwwy Anedea. Inc.' r•1/a' MN. GLASS 6/10- NDIDNA7. GLASS TYPE '1' 7/16• AMR. CUSS A75 kterig4r Salle CP WYA PEE Core YFRS By 7Fmtman CMmkal Co.' A90' NtMger Ii SenbyGke By 'Kuroray Amedw' Iris' I 5/16' ANx GRASS 7/10' NOISOIAL CLASS TYPE 'S' 3/le• ANN. GA95 7/15 TEMP. CUSS AIR SPACE (SEE MGM BELOW) 1/5 HEAT STRE7('D CU55 ma' imp d= Bafln CP W'N PET C.I. INIERLAYERS BY 'Eoslrtan CMmica! co.' 1 .090, 0, ['»mow 'I Dy 'Kuwwy AmerRro, lec•' 9 1/e' NEAT SIREN'O GLASS %L EDGE SPACER ST. SIFPL BY 'CANDINAL' DR 19 DUWSFAL BT 'OLWNEOC OH 13/16- BwEnATED SUPER SPACER BY'OUAKDL' CLASS TYPE '6• 1/B' ND(T STRFN'D CLASS WD' InteHger Sale. CF WVh PET Cate lEliB r BY 'FneNmi Chem'ul Co.' WHIRS WIDTH 71 1 Y 0.L0. 71 1 Y 010. 4 S k S S OLS Z @ 0 LA9�0'�Irldeo rlger 4 D 4 � � � ,at BY Kurcray Am.e— I.. 1/9• HEAT STREN'D CUSS SR.ICD@ GE-11310 IDV 99a 1W B99 6/10- NOMINAL GLASS TYPE 'E' 7/15' ANN. CLASS 7/te• TEMP. CUSS NR SPACE (SEE NOT E On" A73' kf4dayer gaSD d e C 1/9 MN GIA55 Safln CP With PET Core I. Chemical Co.' e 0 INIER(AYERS f ';E mm 1-4/-1 X L3' VEEPS S 7 r ABO' keM r SerdryGLa. (V AT 4• F'RON EACH ENO ALU4 ROM'. (U AT SURFACE APPLfm AIaE HIINIIIS GORNERS 7 , By 'K—' HoeNca,' AT COITERUNE SEE SHEETS a L 7 DPTIINAL C FOR CAPACITY 1/8• MN. CLAPS TYPICAL TEST D.EVA710N O F N n JAMB SHIMS #N SIL1f94E "ESE NoRE RATED FAR URGE h SMALL M15STE 1YPACT, 0E-12m NOT REQUIRED. . FOR 1/4I 20- MAX. FOR SHIMS aPlDGREATER 23� �y v 3 SHUTTERS ME TW 990 10' 144Y. FOR SNIPS GREATER THAN 1/4' 10 1/2'. Z I DDV 899� ccC s p XL EDGE SPACER INSTRUCTIONS FOR USING CAPACITY CHARTS:, I C7 0 SC STEEL Bf'CVRDINAL' U--m OR STEP 1 DETERMINETHE REQUIRED DESIGN PFMSSVRES FOR Is DUP.ASEAL BY 'pJAFIDY OR �..Q IX A GIVEN WNDOA' OPENING. STEP 2 OEWOONE THE GPADI'( OF THE WINDOW STEPSPACER 19/1 B' INSOLATIED SOE/COMIGURA1gN WM TYPE FROM CIIARI5 ON GIABS TYPE '4• NOTE: 9Id79 S AND 7. FOR INSTALLATION ANCHOR TYPES SEE 91EE'IS B h A TO QU/MFY FOR EMgj MISSILE IMPACT RATING THE EXTERIOR PANE FOR GLASS TYPES E%9(A ANCHORS AT H010 @ SILL ARE SIIOAN ON SHEEIS 6, 0.1 Q a, 8.1. R '4' AND 'S' MUST BE TEMPERED GLASS CMS O ALUMINUM OUOIG ARE USED, VERIFY THE BUCK B • ' INSTALLATION CAPACITY FROM SHEEIS 14 A 15. THIS, PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP�, FOR UNCUPFED -U YllmflAS DEIMU E °o a REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (r EDITK) Fl.ORmA BUILDING CODE INCLUDING HIGH VELOCITY HURID ZONE (HVHLJ. MULLION CMAIR FOR 1%4 TUBE FROM CHARTS ON RIFE 12. 1BY OR 2BY WOOD BUCKS @ BUCK FASTENERS BY OTHERS, MUST BE STEP FOR MULLION ANCHOR CAPACITY SEE CHART M DESIGNED AND WStWi I rn ADEQWTELY 1D TPANSFER AI'PUED PRODUCE lDADS TO THE BUIIDINC SIRUCNRE. ON SKEET 13. THE LDW317 SETDCIED VALUE APPLY TO THE INSTALLATION ° - M - ANCHORS SHALL BE CORROS30N RESISTANT, SPACED AS SHOWN ON DETALS AND MUST EQUAL OT DIG® THE REQUIRED DESIGN L c C AND INSTALLED PER MANUF 5 INSTRUCNONS. SPECIFIED DABEDYENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR'STUCCO. PfBS5UR6 DBfAP:m iROM STEP I. I::iY 3 P 2917 VAA 11N ENE q LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ....., P i� ALL SHI1L5 TO BE HIGH IIAPALT, NON-YETALC. MD NON-COY.PRESSISLE PRODUCT REVISED MATERIALS INCLUDING BUT NOT LIKENED 70 SIEEL/YETAL SCREWS, THAT DISSIMILAR YATERULS SHALL MEET THE pyyly W,I[h Flw Flprlda BWldloD tad - ,' GONE INTO COMACT YRTH OTHER REQUIREMENTS OF THE 2014/2017 FIDWDA BLDG. CODE k ADOPTED STANDARDS. MOA-Na 17-1019.05 _ _ 4i THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, le. LIFE SAFETY OF THIS PRODUCT, ADEQWCf Um DWb 06"DR019 OF . droving nD. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFLTRATION RESISTANCE ETC. y % ...... �•O;`` W09-13 • •/0(, CONDITIONS NOT SHOWN IN THE DRAWING ARE TO BE ANALYZED SEPARATELY. AND To BE REVIEWED BY BUILDING OFFICIAL c"♦` INr"'IEtAA sheet 1 Of 16 A 1. I I� I D80 7 A� CCI-650 L CGI-656 FIANCE FRAME HEAD EQUAL LEG FRAME HFi1D 6063-TB 6D63-7 6 Li II I =F=�� I L J 1---664---+ 1 � . CGI-657 651 FIANCE FRAME SILL EQUAL LEC FRAME SILL 6063-T6 6083-76 a aeD A .orM J % IJ -3.716-- 37,5 CGI-652 CGI-658 FLANGE FRAME JAMB EQUAL LEG FRAME JAMB 6053-TS 6063-T6 Iut I PAB7/ I OOAN02T D83CC6'81IIDN 1111100I1 I uw/90P➢1>CR lt>sYllt[9 1 C01-514C 1 2 TIE DOW! 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Pu/sm1)jj I AL FAROOQ CORPORATION fa` CGI Windows and Doors, Inc. �DU�R29&PRODUCr GE�M1a.OPl16]!r I [gB08UN=DRNF SUDE430 10100 N.W. 25TH SMM r.°�n L MDMDA33173 (ci.n. asaa) `. MIAMI. FL 33172 —. amefanae+nm rNct>anzeamra Ta. (]0!) 5W-MO FAa. (aw)s 92 coxw-w�L ww-f scc� 03UL H L C b g 1bL b 4 b 6 6 b b �• L li b b j^ g as cc "- e qp` y_y p y {(__ygr6 e 1 b' Sbb6bb6bbe@bbbebbbb8 o A egg ib g0g�b1EgiiI %p o= i >b 1ib4 �i�y9$b$o 6� e11mP �w �!a Y o 4{gy yy�� 139 �S A b 5 a e } i in t- KIIX INX FiM JL��S 'IEO A wm wa(m 1 �R p SPMirc ssnclr(c SEE,NOfE � � ay3 (C� SEE W(E BELaV SFL r(1TE BEIII�/ .L' 6 7 ? m i� o 111 r` O N g C 11 �111 E ` o <' a- °�` M-V— no e • escrip on �-M'M MM gowxc aw. O LL/=.) ALrFAROOQ CORPORATION a m 1O�° 1 x°°w'xTM'sm CGI Windows and Doors, Inc. � UN9Vrro 220-- o O '� E °6061 10100 N.W. 25TH STREET MMMI, F(nnmllaaara (MLN. 3588) r otzl.ta MIAMI, FL, 33172 m•(s°el aesuro rux.pael aeaevre C c o ma>t m W P �• Ef' x tt.l>1 W aWlS nls vea nL (JCS) 8W-6790 FNC (30) 69 Mu COMP-ANL N98-1JCGI I. =, t�1!� 7 WOOD STRUCTURES. CONCRETE OR MASONRY WOOD'BUCKS NOT BY CC[ CORP.. MUSE SUSTAIN LOADS, IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM PTO THE BUILDING STRUCTURE INSTALLATION CONDITIONc &N E FRAME 'I ANCHORS FLANGE FRAME IN 1�14TION TYPE '2' ECAL ELEV. FOR SPACING I THRII 2 BY WOOD BUCK E SrIM 11 FOR DESORPTION / BUCK BED IN SEALANT CM)-j`�j/1jl1j/// 3 1/2' MW I nC I 1 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) Optional Pre —Cost Sill BUCK IN 3T TON 2 J 4 2 x 4 BEVELED PRESSURE TREATED ry WOOD BUCK `... ) �T.NTON Y ART PRODUCTREVISED NR0 IyC� MM. F.. NOA4to. 17-1O1B.OS 0—IQ DO. ll W09-13 SM9 zn� �L 1 ' LLVt 5l9D gg 9 3: 'AD 8D SOW, s ALUK WM ROILED Wva. (LW48Au) AL-FAR000 CORPORATION CGI Windows and Doore, Inc. a01 a MODUCr Drvrio�r 10100 N.W. 25TH STREET 9oaD fiDN54T DRr,%SMM= Afwxv, c�omonsas7a (aAs. sssa) MIAMI. FL 33172 sri.caosl aesea0o r.xlsoef>.xaors T[L (305) W-W'90 FAX (309) 8W 6392 CORD—M'L W06 INSTALLATION CONDITIO F1 eNDE Fti?ME MSTALI A71ON TYPICAL ANCHORS SEE EIEVV, FOR SPACING I META. STRUCTURES SE WIT (TYP) NS METAL STRUCTURES FO f l I FG FRAME INSTALLATION METAL STRUCTURES SEA" ' I MR 3 THREADS BEYOND su6srRATE WEEP HOLE WEEP HOLE I METAL STRUCRIRFS METAL STRUCTURES jCpL ANCIIORS. SEE ELEY. MR SPACING 1 /4' Ota I TRACON BY 'E1 CO/�' (FU-177 M Fy-1SS rA 1/4' f11A HILT KWIK-OON 11 (Fw13B KM, "137 KSD INTO WOOD SRiUCTURES 1-1/Y MAN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONC. OR MASONRY 3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 3/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4' Mill. EMBED INTO CONCRETE (HFAD/SILL) 1-1/4I MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONO. OR MASONRY 2 MIN: EMBED INTO CONCRETE (HEAD/SILL) 2' Mill'! EMBED INTO CONC. OR MASONRY (JAMBS) TYPICAL EDGE DISTANCE 1 /4' Dl4 7IXS OR mF DRILLING =EWS (GRADE s 0T9) INTO CONCRETE AND MASONRY - 2-1/2- MIN. INTO MLAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .0907 INTO PETAL STRUCTURES INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. STEEL': 1/8- THK. MIN. (Fy - 36 KSI MIN.) WOOD AT HEAD, SILL OR JAMBS SD 0.55 MIN. ALUMINUM : 1/B' THK. MIN. (6063-T5 MIN.) CONCRETE AT HEAD, SILL OR JAMBS fc - 2730 PSI MIN. (STEEl1IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C-90 FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm - 2000 PSI MIN. 1:,1pll7-17 PRODUCT REVISED eulld. Ned mh"Pbdda NOA-14 . 17-1O18.05 LCHORS FOR SPACING ro gF� 00iff .01 -dJH Ho d Y S dre n9 no. W09-13 MULLION AT FLANGE WINDOWS 1' x 4' x 1/B' thk Aluminum Tube Mullion (6063-T6) (unclipped al ends) (Mull length - Wdw Height - 1 ) O J14 Flat He MS See Sheet 1 For Spacing I Sealant O (typ) I, MULUON AT RANGE WINDOWS 1' x 4' x 1/8' thk Aluminum Tube Mullion (6063-T6) (unclipped at ends) (Mull length = Wdw Height - 17 i I a 174 Fat He MS See Sheet 1 Far Spacing Sealant—Y O (tYP) F F P WY M Y � X or Ol. XorO MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 1 SCREW ON EACH SIDE OF MULLION TRIBUTARY WIDTH = MOIIION DESIGN IAAD CIPACIry - PSP MULLION DESIGN I= CAPACITY - PSP TFODUTAW WINDOW EXT.(.) .(+) TRITUE wMow LIT.(+) WIDTH FD1C11f PR.(-) WTUrH HEIGHT WT.(-) 24' IMD 20 Taal) 28' 150A 2Sr 12a0 153.0 120.0 30 30' 32' 15Gl) 3r 72' 12oD 123.0 120A 36' 3r 36' 120.0 38• i=0 1=0 24' 12MO 1. Ise 42' 1=0 25' 12U 12a0 12M0 44' 30' 4e' 1210 3r 76' 120.0 1=0 1=D IB' 1. 52' 12010 37' 120O 24' 150.0 28' I50A 15D.0 30• 3Y 1=0 120.0 3e' 39' SD' 12a0 120.0 10' 42' 720A 12MO 44• 46' 120.0 24' 1S= 28' 1=0 120.0 30' 32 I=0 120.0 35' ea' 39' ao' 12a0 NOTE VALUES FROM CHARTS M BE INTERPOLATED BETWEEN SM 1Mo 42' 1=0 F F M x orO xorO MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 2= 11 3 SCREWS ON EACH SIDE OF MULLION (• ADDITIONAL HOLES TO BE DRILLED BY INSTALLER) MOIIION 3ESI0 1AAD CAFACIrr - PSP TWDINARY W0" IXC(+) WIDTH HEIGHT IN{-) 19' 150A 2e-1/2• 150.0 Teal) 150.0 3r 3ea/e• 44' 120.0 e6' 71' 120.0 15' 150.0 28-1/2' Isom 37- e0-5/5' 120.0 44' 120m w 120l) Ir 150.0 26-t/2' e3• 150A 120A 37' 1. 120A le' 150A 25-1/2 72, 120.0 1202 37' 39' 120.0 Uf 150A 26-1/2' 76' t20A 37' 7=0 3 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR D(f.(+) LOADS SHOWN ARE FOR STILL. WITH WANAR) ADAPTEN. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT D(L(+) LOADS TO 80.0 PSF RR \1111 N / PRODUCT REVISE �m�vlvlml wiN 1M F1oMo waAUNo. '17-1O7 E.O5 Z AEI; eo� ��Sb w� ® 2 oiSgSiS�xoo�'$'88�,b"�"Ss'#,°b"jS'¢`,B�iSob'ssSSao�fp$ b o b o b b b b b o b e o b e o m b b b b b 4 wia b}bb"b m:. b L iH:,bb bbL °� boa ZP. rota .ep w �p9�� v�f� Y � -lSiS$k$SSS�SS$SS�S�SiS$5�1��SSSSe`y b b o b o b b o m H b o b b b o b b b m 4 ,� �ayyira I� V b'�m o�b �6�441iP �mi�Y�'bA9iC+�bG�bbb6��g �%_�"•� a N� b b b b� b~ 1� � 6� L ✓o � b b 5� o� 6 b o b m� � UPP gyy a X o mz o� ��LaL u ��y O iy m '�10 C.• ij 1 by ecen on-a18I�ja A4FAROOO CORPORA77ONo osm, ,° °woc na a¢r CGI Windows and Doors, Inc.Fi.°Pmr c oen,, wow.a na m,m aoIm m, q: - r ma,.+ v. r°,c Amm ..25TH WEt7 (ca.rr, ,maamm mn rocAMMI, FL 33172poerae�'�` b/' N t,.tz,� nn. w, xm mu,ars Rl. (JOSJ 597-8590 FNC (`.W) 595-6592 COMP-INL Wog-13CGI �9�i;�a�imow�a�y�'� mm bb b .,b o b hl b5005o b�o �o boememb yy yy�� Y Y pp A m.7 i3 H � g G$I�b YmiL fi� r b Pi pia }m mLya n� ooc I`�I`�����,,� �G� e$� P S$ 0. Ne � � gg 4 b $ � � i ? n� 0 �;9Y�Y�98gHYoSOR�$'s ��� EEE2EE2Egf���eEbE�E�baE9��E:ae�sg;;EEEEE'�'sS{SR��_ppa_M_9_>3 b bbEb`�`�6�Gbbn bEecbE __;i taq�.�pry�cli"°$� 6..tlC EEEEg�w�3NYYb��egma2v'="�gg�gg�"g"g��"�°gg�gg�e�����EEbbEEb�gQ�6666gtlXX� :Ec:N�`EEEEEEEYbIDb�bcEEbEEbgbGEEL1EE�oEEE6bE6�EegE�gbEEEEEgE gyLl eeeig e� b�gggg gg EllgaegEEEEEEEEEEER� G �t�f yya Vp �q� gYV G���N VE�El.b OW'b EIaEEE4 �Eb�Eb4b�Eba@�{���« beespY' ,ar-'sEEc�E'e�o`EF�EE'a9 Sw' btJb L P L b bbLb Y b � gip€sg Ygib w b.NiEEb�6ibWEEbEEEE;ecbbMR EER a bEEEEEEEEEEEEEEEEEEbEa;bboEEEEEEEE�E�bE�� 4� 8 aFla: �€ 1/4' MAX.y L_I4UJ m1 SHIMS �Y MY Nil S o B sxoes 3C Y C ~ g� 4m G• o� •` '/SHIMS -'Y••' '' `� n 0 eats �_n� re„swns: SMO- rs AFL HmMm ROWW eve. (LUUL W-) AL-FgROOQ CORPORATION a j no a o dosrn o + I Oo miaats tb ow.^E ,xsIMI CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET g ��p �- �o�N°" MIAMI. FLORNA=173 (CJA. 8538) mt"m¢esefm rAlc pom ttsaasm i' C' a. W. O r onxm wewasoe a.m olst.t tmc,w® m W MIAMI. FL 33172 1E1. 68J-65M F- SOS M-GW2 � ( ) u m.b.t trogm m eon °¢ cnL s1• LONP-ANL W0S-130GI M n.tai> wi auxa nts at¢i I c s�j S Oj Tp Z i� Q< m n yy pp ¢¢ gg YY �1{6 RR RR p� p a� 4 L5O�pbf.G6 giL4gi P ���Py �'��6t9.6fi b•i,ax 3 p$� 9 6 6¢ a d ai-4 i b 6"she"sb o b b o b b b b b boob b h MAX R 51 'fir MAX 1/,r MAx 5{0M5 sousam &M UMM RMM M . "4iS 11) AL-FAROOQ CORPORA'nON CGI Windows and Doors. Inc. ETIo916FJt!@PRaouaraEVEE11PWRM seen S MSET anus, 5UFM no 10100 N.W. 25TH STREET Aw1M%FLD;uon39173 (a4.N. W38) MIAMI, FL 33172 aL pwcl anaaam wc(aob1_ TEL (305) 593-6590 FA%. (303) 593-6392 COMP-ARL W RI A v b��+ ieb 41�bii fe��'bb Nib C`mffi'ISEx((;;YY>n`r�5tt ini4 H 6Gb b 4 64�� � � �199 {gHF� �p b�m�+�AA lE b $ y Lsb i �1ew a�Iobp$b gg bu yy Ga bs ��b nCy�{�gp�{1 py� e�' Pp,�'$ 9q •�wi �� S P. �oi���? � a 5 b b� J � E� 6 1Ni o b� $� �pp o 0 4 ' w a 0 o x o P. L ii�� mFn�+�fAGlEiib4�uaf tl i�gg bgio�7so�o Nm t�ib�bx���g v� o b b ��� E. ro � Nb--b-- b b o o b b o o��� I x 11 1 Y am b. lip 9 E E J 1 .9p N FaF Ime-0 A e 'J m O;A 111 11 02-— revia one: xW.RomVmW. (LR41- i) AL-FAROOQ CORPORATIONnoo on _ a °'°a' w awke'xsauv CGI Windows and Doors, Inc. a� 1p �QS 10100 N.W. 25TH MEEK nt�uml Fsaw mno 33 (cdx. swa) oman icuim ro mn ra WAY1, FL. 33172 ,cmefms+uno s�xlrmal—mix naa� ro overt na sr¢r Ta. (ate 593-090 Fnx. (sos) sea-65s2 COMP-ANL WO9-13CG1 RECEIVED DEC 1 1 2018 MIAMaDADE ST. Lucie County, Permitting MIAMI-DARE COUNTY 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.miamiaade.Eov/econumy 10100 NW 251 Street Miami, FL 33172 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 another 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 the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95=13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1 "x 2"x 1 /8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08 0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, ,prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC,.PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad; P.E. 2. Glazing complies with ASTM E1300-09 Manue Pere , P Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 i 'I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. .STATEMENTS , 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-033L 07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, .E. Product Contro x iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I, 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — �j L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. i j B. TESTS j 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tb Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P Product Control a er NOA No.18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 eom Ix -'il32 IN\4 Sz -;' 2 IH\3 1 xi MUWON 6013-T6 21D0D L I HOLE TYPICAL O GIADNC PRODUCT� ta00 ,yWRD• UK b. 000 � Li2=3a00 AW n m 333iiii 3 ydOj a �. 4,2G 5 07 p� J I CUP ANGLE 63 60-T6 ` J� 2D00 1� rly� II II �II 1000 M2S L Mz5 NOGG L, L___j MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 'W' DIMENSION HORIZONTAL OR VERTICAL MULLIONSEE VONDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING V 1.688 Y 2•� MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 40 3,688 AND CAN BE USED WffH ALL MNMI-DARE COUNTY APPROVED w 5655 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. a F c e F 819 V IX - S502 IN\4 S. -15IJ5 N\3 X I M 1 ION 6063-T6 Is - 2.Y762 IH\A SS .1.4881 IN\3 2X4 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES,1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BM OUTION) FTORM BUILDING CODE6063-76 INCLUDING HIGH VELOCITY HURRICANE ZONE (MIC). 11875 � APPUCABLE B ILALL CLA21NG LDINGCODES RCTS USED EQ 1IREMENTS THESE U.E• WND LOADDLUONS MUST W TEEER INFILTRATION, FORCED W L IBY OR 2BY WOOD BUCKS @ BUCK FASTENERS By OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS C c N P 3. L__-fo 2dW�l iI O I. TO THE 8 WHO STRUCTURE �4a00 —I ANCHORS MOLL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTA M PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 325 MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. MUWON CUP FOR 19Y TUBES A LOAD DUPATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CGI-2 ALL SHDIS TO BE NIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE W63-76 MATERIALS INCUUDIN0 BUT NOT UMLTE'D TO BIEEL/METAL SCREWS, THAT COPE Nf0 CONTACT WITH OTHER DISSIMILAR LNTEf6V.5 SHA L MEET THE OF 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS c ° C R R B $ 6v § R B B 325 6.000 325 REWIREMENTS THE L700 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROYIDE INFORMATION TOR A SITE SPFS3TIC PROIELT, i.e. LIFE SAFETY OF TINS PRODUCT, ADEOWCY OF STRUCTURE RECONNO THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. 4 c 8 v h e 4.Wo INSTRUCTIONS: CONOTKKS NOT SHOWN IN 1HS 0-0 ARE TO BE ANALYIFD SEPAAAIFLY, 115E CHMIS AND GRAPES AS FW1D'A'S AND TO BE flEVIEWEO BY BUBDING OFFICIALE S ° - >Y-�zo374 Rµ Sx i 1.0187 W\3 1 X4i MUWON 6063-TB I>< • 8.2757 IN\I SIT - 7.7586 N\s 2X6 MULLION BOB]-18 2D00 A71AlIIN1//// FOR PARTICULAR OPENING. PRODUCTR® BVIS♦ Q.♦IE,`.'• L U25 STEP 1 DEIERMHE DESIGN LOAD REQUIRED PER ASCE 7 ; AA -n / /A STEP 1' USE DADE COUMIY APPROVED GLAZING PRODUCTS MEETING b°Iq[+3ig WAM�FIaNy ♦♦ �•' BF ABOVE LOAD REQUIREMENTS Ck'& ♦ ' STEP3 USE ODNNELTION TO MULLION AS PER PRODUCT ANA9mre14°I OI LOGO APPROVAL OAN: _ USING GRAPHS ON SHEET 2 SELECT MUWON SIZE wm By �� DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED AGp�IAft yY N STEP 1 ABOVE OF / ' MUWON CUP FOR 2BY TUBES USNO ANCHOR TYPES ON SNEETS 4 h 5, AND ANCHOR GRAPHS �s �t.." �♦` CGI-3B5 �5 ON SHEER 3 N4 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING �1 6053-To MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE / //�IAL'1 \\♦♦ 1 �7 yy� L I C j� ,�N• ° dra.in9 n . M95-13A BIIfi It 1 Of 5 a 2 ANCHORS TYPE 'A' 130 120 110 100 a 90 I S2 70 0 60 50 30 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 ANOIORS �V � 4� Ru111o11 p n y Em PROgICT w1 av NlQK6E w2 ^� g€,< NOIraoNw. ellluloN Car ANOi01B N\ams ro r¢ C RRR_ \ F me R=&, M suns LL p B e 0b TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I YUWON SPAN �� o p' C MENEM MENNEN , EMEME L©mom■■IMMEME e. .. S"G`\wOV■■■■ -NI'.■■■ 4 .. :. AMQ1gi AU. /1 GVbNO 41A21NG t� PROWCT PRODUCT ANCHORS TYPICAL MULLION WIDTH (W) ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ARRANGEMENTS 2 1p53ff � �^ U m N^ r �"r�� o X O i_ OR THRU TOY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' ON R D APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FlLLED BLOCKS OR THRU 18Y WOOD BUCKS INTO BLOCKS ANCHORS V F d APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES - ``\\ 25 �Se a WM55 65 75 85 25 35 45 55 65 75 85 PRODUCI'REVLSM E. TRIBUTARY WIDTH INCHES - E' NCHES - H ummytYi�wM@s Fk" �H,�B-or29.oB v :•,j ZA1A *= � � m � ANY ANCHOR CONDITION SHOWN HERON MAY COVER ANCHOR LOAD CHARTS o.< ?Op3 OF elawlD9 RG. LOCATIONS AT HEAD, SILL OR JAMB ENDS. 1S •.. ?"-'o��� M95-13A FOR ANCHOR DETAILS AND DESCRIPTION SE: SHEETS 4 THRU 5. 2 ANCHORS AT MU ON ENDS s/O (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) i1T ...... \ elleet 3 of 5 \®��k�■\\■ „ \MS\\ \\\■■ : IIUIN9\\.■ , ' ®v,"■, `■ , A A 10`,■ EN= , .0 ■ NIN MONOMER- mmmmill 130 120 110 100 9� BO a 80 ie j2 70 0 60 50 40 30 25 35 45 55 65 75 B5 25 35 45 55 65 75 85 TRIBUTARY MOTH - INCHES TRIBUTARY WIDTH - INCHES 15 35 45 55 65 75 E TRIBUTARY WIDTH - INCHES t 1 r l: z cumla PRGGucr cLAaNc PIWI1uL7 9 � � `� Q �AN4pR5 !tip yyT W, wx 01 a�$ NORQGtRAI mum0 C� MKN6 TD BE PLSWBED a rNri11 (� \ , INSIDE RECIANGflAB SWP EE LL N g Z L) aa� 0 Qc 0 yy W LL MULLION SPAN I '2 CFF TYPICAL MULLION ARRANGEMENTS ; N O n o WIDTH (W) W7 sSr o 1 Vol{ ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPUCABLE TO ANCHORS INTO CONCRETE ANCHORS 'RH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'Bf' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU iBY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 5 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 130 120 110 100 9i so 3 BO z 70 60 50 40 30 5 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES AN I— ANYANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU S. 4 ANCHORS AT MULLION ENDS M (INTERPOLATION BETWEEN MOTHS OR SPANS ALLOWED) 018. IF •"•�� drawing no. M95—3 � •' J/4' I ULTPACON .1/ gNGIE 12 x2X 1/B' :9... ALUM ANGLE SWs. ANGLE a q K YUWON 2 x 2 ANGLE Awu ALOW 2-S/B• IONO _-_i_______ JBf I I I I 1500 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MUWONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL �I I Nlx1x1N i I ' L I 1 2 X 2 x1 AWN ANGLE I I _ ____________ 14 S.M.S. 2/ ANGLE 2' MIN. 'I 11NO1CN ANGLES 7 I' HISS MARBLE SO 1 l li OR TRW { .....::..... .rii. a 'v. • PI�G�Sf CONE: 8 • SRL'�'.. ' II 1/4' Dll ULTRALON 1/ ANGLE XTwu;aN 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL -*. tLNBTOi M®B un Z .TO ACCONODATE ttlP:ANTA.E 70 IUS01dtY = . p n 2 AL /° UM ANGLE 83@3 q �s / 14 SYS. 3/ ANLEI N • n� '--T___ __ .. 7/4' A ULTRACON 2/ ANGIE $ y j G¢Ow MULLION a' .0 CONCRETE OR N'SOH PY BIOCILS Q W 01 c C N 2X 2 X 1/0' ALUM ANOIE 3-5/B' LONG B r �F Si e O C i$$ $V � N nq� O'O�i6 ' i^9 @ 111� Oil 3 SCREWS PER SIDE REQUIRED FOR 4' k S' TUBE MULLIONS 3 20 F I 0 • 1({• ULiRACON ' _NOTCH VODO R" 11� '. 1/ /114E 4 7/4' ULTRACON . TO ACCOM®nTE �Y IMUUION CLIP : j. •• MULLION CUP 2/ ANGLE •QfP AHR.E TO MASONRY Z —7- TF----- ----n ----- jo 11 .i 4VLE IMULLION MULLION ___ _—_ 41p YCLON • CONCRETE OR NASOIRI' dAtl6 ISY OR 29Y TM OR 28f WLLKIN WOOD BaUtX MULLION ROOD BUCK u a R • .• .. YL6110N g ' W r; a� � II - �•� II � rZ A�� �i �Nn� I ••.. i i '':••' I I L5S F �ZJ ri mo o � MULLION— , I I I I I I I I SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 19Y OR 2BY TUBE MUWONS o 0 Ti e Ir-------------- I AND FOR FABRICATION OPTIONS OF MULUON CUPS11 _ �I ul� WRB E su A . PRODI%.T R6VLSffl � •• � E• ..i •Q: .....a : ' • .• .. : AcccpLw M DWD: aPmro'�AKt O�' 8 TEOF ��: Mdr9OW5in—g 1n3oAt/aANaLn7veoN . SILL. OAIAtt `� An�ta.7o1 5 I i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1i AND TRANSFER THEM TO THE BUILDING STRUCTURE it TYPICAL ANCHORS: SEE EIEv. FOR SPAaNc T(PE IA'- 1 /4' DIA ULTRACON BV 'ELCO' (F-177 KSL F,155 KSQ INTO 213Y WOOD BUCKS OR WOOD STRUCTURES it j 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE TYPE '- 1 /4' DIA ULTRACON 8Y 'F7_CO' (Fw177 M. Fp155 Im) DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE TYPE 'Bh'- 1 /4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI, F7 155 XSQ DIRECTLY INTO HOLLOW BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS I' THRU iBY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'BF'- 1 /4' DIA ULIT7ACON BY 'FTCO' (Fu.177 KSI. Fy.155 KSI) DIRECTLY INTO FILLED BLOCKS ;i 1-3/4' MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'Cl- 014 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL' 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CDN7ACT WRH AWMIwM TO BE PLATED OR PNNTEO) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. II INTO METAL STRUCTURE = 1/2MIN. WOOD AT HEIR, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Fc - 3000 PSI MIN. I� C-BO HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Lowl- 0Ed ACC 0 N cy 2 OR 4 ANCHORS TYPE 'C'�' HOLE CEO A SEE SHEETS 3 R 3.1 MEUL STRICTURE Q 2I FOR CAPACITY TUBE MULLION LL ----------------------- _____________ _____________ I i a c � \ INSTALLED M EERRHIR I `�,P 3 4 A ;1'f2 ,1C7 wILGH e DR=ON 2 PER CUP AT lAaf.ER MUUJONS E. . r c wumN I/5'THCKLENG INTO FIT SKT1 I j tfff OR 2BY TUBES LENCIXTO T U-1 ANCHORS DETAIL #1 MEgL TO METAL CONNEC1pN yt � droving M95-13A RECEIVED A11AMl•DADE 4 DEC 1 1, 2018 ST. Lucie County, "MENT OF REGULATORY AND ECONOMIC AND CODE ADMINISTRATION DIVISION -CE OF ACCEPTANCE (NOA) N. W. 25" Street i, Fl. 33172 MIA1Ni DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 15-25 99 www.miamidade.eov/economy ac:urr;: 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 (A NJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miai Dade County) and/or the AH3 (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 suc product or material within. their jurisdiction. RER reserves the right to revoke this acceptance, -if it is determined by Mild -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable budding 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. APPROVAL DOCUYLEM: Drawing No.W98-41 Rev O, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2 1.3, 1.4, 2, 2.1, 2.2, 23, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated l 0/27/97 and last revised on 09/21/17, signed and sealed by Javad Ahmad, PM." bearing the Miami -Dade County Product Control Revision star p with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. WHSSELE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass /sill types and anchors. Lower Design Pressure shall control.. The XX door in sheet 1�3 is a standalone unit. 2. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6. Lock 10D-or 10E is limited to max 38-9/16 W x 94-7/8 H door. 3. See Partial 7/16" & 1"" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 4. The frame are of alternate size must not exceed 125 fe, nor panel tested area and max. Panel height. LABELI G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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. TERIVFINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ma terials, use, and/or nmufacture 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. ADVERTISENJ ENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 #16-fl329.04 consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. S Q u n s r ewed by Jorge M. Plasencia, P.E. ' NOA No.17-1011.12 UN piration Date: November 09, 2021 Approval Date: January 04, 2018 a Page 1 ti CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBAUTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2,1.3,1.4,2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al- Farooq Corporation, dated 10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #14-1103.08/#12-0706.03/*`11-1025.02/409-0723.04) 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 I 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurrican6 Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. j 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 I' 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 manufacturer's parts and section drawing marked -up drawings of aluminum out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HT1,97055 (0080=912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Jo be M. Plasenc* P.E. Pr6duct Control Unit Supervisor NOA No 17-1011.12 Expiration Date: November 09, 2021 Approval Date: January 04, 2018 E - 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued): Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 j (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 20.1, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS (Submitted under files #14-1103.08) 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51b Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11-1025.03) 3. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14- 0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saftex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS (Submitted under files #14-1103.08) 1. Statement letter of conformance to FBC 2014(5ei Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No 17-1011.1.2 Expiration Date: November 09, 2021 Approval Date: January04, 2018 E 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. 'OTHER 1. This NOA revises & renews #14-1103.08, expiring on November 09, 2021. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10 approved by BNC. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W98-01 Rev O, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 13, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al- Farooq Corporation, dated 10/27/97 and last revised on 09/21/17, signed and sealed by Javad Ahmad, F.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 61h Edition (2017), prepared by Al Farooq Corporation, !� dated 09/29/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. D7ATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-071103 issued to Eastman Chemical Company (MA) for the "Saflex CP - Saflex and Saflex HP Composite Glass Lrterlayers w/ PET Core", expiring on 12/11/18. 2. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MILA) for the "S,aflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of.conformance to FBC 51h Edition (2014) and FBC 6th Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated .08/30/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises #16-0329.04, expiring on'l 11109/21. Jorge A Plasenrcia, P.E. roduct Control Unit Supervisor NOA No 17-1011.12 Expiration Date: November 09, 2021 Approval Date: January 04, 2.018 E-3 TYPICAL ELEVATIONS SERIES 460 ALINMUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDELITES LEGEND FRAME WWM -0 - W15VANG DOOR DETAIL e 7/e• a 7/a' T4 ,/2' is-,/,e• 0.L OPC. FRAME WDTH FRAY[ WION wDTH „ ,/4• 3 El - fIFJA DESCRIPTION �pIT G D.� . m OPG. 6 7/9• S� a ♦ (6ee ehefil 2 of 7) = Id 0 ¢2� DUISWG N y ? LOCXNG OPTIONS SEE CHART SWEET 1.1 J LH CONFIGURATIONS SHOWN RH SIMILAR A, / / \ I I I I 1 I / A 4 b ACTIVE INACTIVE ml ] G Sg gS7 SUL 4 4 14B' TESTED FDAYE WIDTH NOTE: EGRESS F.EGUIRENENTS 10 BE REMIXED IN BLOTS OFFICIAL I ®T T / I 1 \ %Y WmH \\\A I I I I I ACiIAc NACTYE es-0 9X7L4 s-0 e MULTIPLE SIDELI7- W/ DOORS ] ] WITHIN TESTED FRAME sst ssA 551 552 AREA ARC AVAILABLE ♦ 4 4 4 (SEE SWEET 6) 125 S0. FT. TESTED I I i r ACTIVE FRAM FRAME VTDTN GD VmTN CXX) PAN[L MOTH AL. OP4 VIDTH M-9/16• �0-1/2' 23d/4' I2-3/4• 32-9/l6. 62-3/B' 89-3/4' IB-0/4' 98-9/16. 7♦-1/9• 33-3/4' 21-3/4• 4 -9/16. 96-i/B' 41-3/♦• 30-3/A• PRODUCT REVISED MphTOO wtm 1Ha rA`ld2" 17.1011.12 C.pD.MoR ow 1110912021 x�wn� FRAME HEIGHT - PANEL IOGHT + 1-)/8• . IMIF51glD} IN AUE HEGHT - PANEL KGHT + 38• 1HRESIDID) FRAME WADI PANEL. WIDTH + 28125- S-0 5-0 OXO ] J 551 552 55 e ♦ 4 TN6 PRODUCT RAS BI'M D}gCNID MO TESTED TO CONPLT WRH TILE REOUFMICMe OF THE M14 (eM EDIDON)/ton (efH FDIIgN) FLORp1A B1m = CODE INCLUDING HIGH VELOCITY HURRICANE ZDFL� (HMaj craps To use teems: 1. DEIERMNE WIND LOAD BASED ON PROVISIONS OF 2014/2017 FIURIDA BLDG. COOS 2. DERWAFF WATER lWLTRAT'DN REWIRENENTS BASED ON PRMWNS OF FOG t@VSIDRITL 3. SELECT A DOOR SYSTEM LE OIHSN',NG AND TYPE OF THRESHOLD FROM SHEET e FRAME PANCL • DL DPG. AND LOCH OPTIONS FROM SHEET 1.1. HEIGHT 11lI19rt H[IGHT 4. C1fECl( THE ALLOWABLE EXTEN.R AND MEROR LOADS FROM APPROPRMTE CPARR BD-3/4• BD-7/9' 67-3/B• ON SHEETS 1.I' a k g. 6♦-3/4• 82-7/B' 69-3/B' THE WOWASLE LOADS MOST MEET OR EXCEED TIE DESIGN LOWS F=LXROFNM 90-3/4' 80-7/B• 73-3/B• S SELECT AND CHECK MICHORS TO MEET LOAD. (SEE SHEETS 7 e 7.1) 96-0/4• 94-7/0' 91-3/B• S. FYR MULLED SQEIITE REFER TO MUWCH CAPACITY ON SHEIET S. tOR-3/4' 100-7/B' 87- 0' 7. LOWER OESIGN PRESSURE FROM LOCKS CHANT. PANEL. PERFORMANCE CWW, 108-3/4. 106-7/9' 93-3/0' IN111011 PERFORMANCE CHART AM ANCHOR CAPACITY CHARTS AT MUWON AND 114-3/4' 118-7/B• 99-3/B' MHO. SOLE ENDS SRAL. CONTROL THE ENORE SYSTEM. IRO-3/4• 118-7/0' 1 103-3/9' a. MATINA S NCLUDNG BUT NOT LIMITED 70 STEEI/METK SCREWS, THAT COME Iwo CCmACT WITH OTKER DISSWMR MATFRWS SllMl MEET THE REOUNEMENTS OF HEIGHTS FOR STD. THRESHOLD DWG. NO.: W98-01 �evi3Ton6: muu �rw AHI mADY .n Lnum m mn ns iCAL ELEVATIONS LOCEE D ZI= AND CA il= FMLIE NEIGM EM.(+) IM.(-) EM.(4 IM. - EKT. 4 OR. -) ER.L+ LVT - FXE(+ 84-0 4' 90.0 VolEKT.L4) 9 o 100D 110.0 100.0 i/D.0 SSO 85.0 e0D BOA 100.0 9"/4' 9D.0 90.0 100.0 1101 1oDD 1f0.0 MD n.0 70.0 70.0 90.D 'o120-31V f00 108-5/4' 100.0 110D 100.0 if OG - - 7D.D 70D 70D 70D - - 70.0 IDA :COPPER G7ED(w CO 3 PDM tuM : BADMN Y COI P00R 108: REGENT MNEIICl1l 3 P01Ni IOC: BADMN SINGLE PONT LOOK I DCC : COPPER CREEL( SINGLE POW LOCK Too : DOR-O-WiK: SERIES 090 10E : JACKSON SOOES 2085/20A5 10i : SURFACE MOUNTED IDGK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) LEGEND -0 - OLTISM1NC DOOR DETAIL - ITEM DESCRIPTION (eee Micel 2 of 7) 152' LAX FRAME N.OM ' COl DOORS r"(SlI 91FET 1) � I I i i Fl%ED UH IIUNAL IKUL MUN IINJ I RESIDENTIAL HARDWAHL UUMMtKUTAL r1AKUWAKG DOOR OR SIDEUTE SEP 2 9 2117 HINGE LOCATIONS DWG. NO.: W98-01 MAX. FRAME I�EGM NM REDD. MAX. SPACING ' IIPTO 9o-3/4' 1 3 1 35 1/2' 1 PRODUCT REVISED ABOVE 90-3/4• UPTP 2C-3/4'1 4 1 44 1/2• �$ p±!.. •• 4 OOROIn9lfMg wlM ]he FlorlG. D E; VITN 3 NINGES LIMITED TO IM PSF NOA-Natade 17.1 011I.'12 FRALE NEIOR,. PAM =IT 4 1-7/a-(SIO. n OLD) F FRAME FRI(O(T�. PANEL IOF+R41-S//'(/DA TNRESidD) �99 _*;r •* L'XPN+DOe 1/092021 wlnaow. ona Door., nc. OULE WON'' PANE]. NDiN 4 2.8 1 10100 -th—i 25 encl f=l, fl i& 33172 HARDWARE DESCRIPTION A � ' OF ' Product : 9ertw 450 Outering Doom k Sidelltn 4 / date : 10-20-97 9heel 1.1 0} 7 3/16' ANN. GLASS 3/16' HUT STRUYD GLASS 3/16' ANM CLASS W. CP WIN PLT G0n �. CD VT PET Con DBO' Interign By 'F.s CNemkal M, By 'Eastman CAemkaf Ce' Salbe Ckm AtW Ctlor Gbsa .090 AWNNUN SHEET OR OR By 'Eeetman aamkd Ca' 090' In> dq.r 090• Idmm— AD Mr, 1/4' PLYWOOD s4dryca. 'senlryGlo rnelrol PVB By 'Kummy America, Nw By 'Kumray Amedw, Inc.' By 'Kmaroy Americo, b:.' ADO ALUMINUM SHEET BULB YOIYL 3/18' ANN. GLASS J/16' HF.R SIREN'O GLASS BULB VINLL 3/16' NW SLREN'0 GLASS CC1-362 CGHD82 BULB YINYL 117 BULB HA'1'L OG'-SH2 G"�2 GLAZING STOP OPTIONS s g y sjj22 5�� .OBox . GE2NGO 5U)CGNE SIUCONE SILICONE OOW B95 GE-120D CE-12W CC-1200 .718 .754 JM DOW 693 DOW 995 DON 993 DOW EDS DOW 8� DOW 899 DOW 899 CG1=375 CGI=6M CG1=515 C.I ASS TYPE 'A' G1ASS TYPE 'B' 7/16' WE All MMPO5ffF PANEL 7/1W OVERALL LA3L GLASS 7/16' OVERALL LAN. GLASS bl7 d7B 1/6•, 3/16. OR 1/4' TENP. GLASS 1/8'. 3/16' OR 1/4' TMP. CLASS BO I� AIR SPACE AR SPACE !/16' AWL CV59 3/1 G' ANN. GLASS W6' Inkrbyer PEf Con SaOa Char MO90' WArivyer d Cokr Cboe .090 �NryDW SHEETBy i Ballet CP WN o 'Emtmon Ceemlml ca.' �'EaeOne, Chemkd Co' 3/4' PLYWOOD C(:I-396 CGI_519 090' hW BNB VNYL SantryGI.. BULB WnYL T'wfol PVB .090 AIUILNUN SHEET cW-782 By 'Kurary knaAea, he' CGI-!82 By 'Kumrq Murko. tree' Btu WExL 3/16' ANN. CLASS 3/16' HEAT STREWO GLASS ca-3B2 D.RS AM SIDFIHES CAN BE OLA2 USING SQUARE OR GCSE GIA7JNG BEADS/AD ERS 13 EDGE SPACER )a.EDGE SPACER ST. SEDI,BY 'CARouw S¢1CONE ST. STEEL BY 'CARDINN.' :9000NE S0ICONE OR DURASEAL BY'OUA EV GE-120D WRASW. BY'OUWEIC GE-1 EDO GE-1200 OR DOW 095 OR DOW 995 DOW 99J SUPER SPACER Be 'OLIA E)r COW 699 SUPER SPACER BY 'QUANW DOW 699 DOW 89B �ASc TYPE 'A1' ASS TYPE 'B1' SEP rr 14 5.'aOVERALL CONPOSffE PANF1 1' OYERQ INSUL LAN. GLASS 1' MERALL INSUL LAM GLASS G DWG. NO.: W98-01 G _I AZING OPTIONS ' r' A PRODUCT REVISED p189rr0 Mth IM Fbrfd. .............. gNOMRo. '17.7077.12 94 *L.'i*- egLntlon DaaiUOB/2021 Y { BY a 1 DF en. tOtaO tu sWmcmt rym pmaDGt : Series 450 autm9 Doc. & seelne3 G 8 ~ �'• date : 10-20-97 sheet 1.2 al 7 1 1 24 S/4' � I S / 12 1 � i ~ pp 1 a I / Ell. n I I \ 1 i 1 I I I WACTIkE ACTOAT_ NOTE THIS UNIT IS STAND ALONE UNIT TO BE USED AS Y OR 'KK• (OUISWING) TO THE MAX SIZE SHOWN. WITH CLASS TYPE 'A' AND LOCKING MECHANISM 'TOAA' (BALDWIN 0200 DEADDOLT W/ CGI 3 POINT LOCK) AND 'S-O' THRESHOLD 507. THIS UNIT CAN NOT BE USED WITH SIOEUTE OR MULLED. LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING -+ 100.0 CFW sus seowN ABOVE OR saNLrn LTAIO OXE L uO - 132.0 PSF GLASS TYPE 'A' LOCK OPTION 1 OM =1 3 POINT MLLMN N/ DAUA'W SOIR a OM DOLT LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. n I I 1 I / I 1 1 I I a � I n �1i \ I I LAn ACTIVE i 3 SE° 29 22? M. NO.: W98-01 g y R PRODUCT REVISED S$ l .. nMna M1N D» Pbdda ��, ,'. e�lim�g" ppgggg � N04Na e.vM.waD,e. �roBn02, g09 {[ e, 10100 .thhtr d 25 *.d mad, f ft 33172 e a e .5 •� a Nm product : Sedea 450 Od.Ing Doors & SICeINe-s / L _ date : 10-20-97 shed 1.3 of 7 74 1/2• (TESTED SIM � 9/"• CVR PANIC HARDWARE FRAME Worm 4 1/4• 3• 24' WU. -D J n I I CONCDLLED I VOYIIGL ROD I i 3 I / APPROVED PANIC HARDWARE FOR DOORS / DOR-O-VATIC SERIES 1690 TDUCHEAR EW DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EKTT DEVICE h � 1 m c - - �_ 100 10E I I I I I I I NArnvE 7 1/4 531 J 1/4• d�' M. NO.: W98-01 PANEL Wi; p p 1 PRODUCT REVISED DOORS 2AL0 .(+) 1'Y - (-) 5 S PNaaD I°I tM florid• CG k nF FP.WE KDGM FRWE WIOR1 EAf.(i) IM.(-) yg„ Wa1F'••., ' pU p 17-1011.12 "7/2' 7h1/2• 70.0 7a D, 8 6 e4-1/z• 74-1/2' 60A 6D.0 .v yE 6� 1' * *' e.gmlen 1!°912021 000,-.. 1r,o. DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE - °� 10100 Borth 25 0-1 mk:rL Rorwo 33172 1 a a t tl' ��� roduct : Series 450 Outslrin Doors 6: Slderst s QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 ,� pp �(7 _ D 9 LOCK OPTIONS ioo AND 70E 6 /0 ,� , date : 1D-20-97 sheel 1.4 Dt J li FRAME 4 1/4• Jj •' WIDTH 3• 4 1/4' I S• 3' 24• 6' 24• 3' NAK 4A%. 3 � 1 n i 1 I'I / I I I I CONCELLtD VERiIOAL RW 1 I / 1 1 I I I I I 1 tt I w V � 1 1 A J. 1 iDE 1 1 I I I h 1 1 I 1 A.^nvE I 531 6• 4 6• 24' 7 1/4• JS-1/2• u4x. fBILL' OF MATERIALS Fl--ll HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL .I CGI 4-1/2" X 4" HINGE IN ALUMINUM ITEM DESCRIPTION SECURED WITH (8) #12-24 X 1/2" F.H. M.S. 01 J12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 1 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 21 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH ff8 X 1/2" PH SMS. 2C 1 1/2" X 1 T/2" X 3/16"THK. ALUMINUM PLATE Fl 21'1 SEE SHEET 1.2 FOR GLAZING OPTIONS 30 SHEAR CLIP (EXT. NO. 506) ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. SC--1 9/32" DIA. HEAD & SILL INSTLL HOLES AT y7 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM 6" FROM ENDS, 3 0 CENTER OF PAIRS TAPE WITH ONE SIDE ADHESIVE SPACED 6" O.C. & 24" D.C. MAX. 18 PLASTIC WEEP BAFFLE © #10 X 1" PH —PH —SS TEKS SCREW, ® 3" & 7' FROM ENDS & 19-3/8" O.C. MAX. 7g 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL 7Q #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. ® I .320 HIGH WOOL PILE WITH CENTER FIN CULTRAFA13 $ 3032) gQ .350 HIGH FOAM —TITS WEATHERSEAL (AMESBURY # 32011) Fl-01 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509. 510. 514, 515. 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. ypA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508. 511 EXTRUSIONS ARE 6063—T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADSOLT BY COPPER CREEEK SERIES E MODEL DB2410. Ill —OA-A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200. KWIKSET 780. FI-08-1 REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. ' 1DC SINGLE POINT LOCK (1) DEADBOLT BY BALDIMN SERIES 8200. SEA Z 9 2�f% DWG. NO.: W98-01 1C 0C SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. PRODUCT PRODUCT REVISED E IS FlonEn 17-1011.12 10D DOR-O-MATIC SERIES 169D TOUCH6AR PANIC EXIT DEVICE WITH ® CONCEALED VERTICAL ROD SEE SHEET 1.4. y - E.PI..eoe Date l0912021 'i{r_ 10E JACKSON 20 SERIES PANIC EXIT WITH 2O85/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. goo - - * sy� .rdont vnnao.,. ana over.. da al172 n toles rxunert is eseet Danz IMF CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF A I' C! Product : Se m 450 Outm ln9 Doors & Sldelits pBy,: •` 10-20-97 2 of 7 'rSjpNAO (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. dale : sheet ' 4.4e2 .D11 /p52 d52 ,;23 p pIR� A80 m .750 ' A63 67 f1B0 'R 1.97] 1.D1e L—n IA12 A62 IA , .77D .754 JH 5 CGI-504 .1m CGI-511 2.0e2 JAMB COVER CGI-502 JANB/LOCK/SIDEUTE STILE CGI-507 d72 DOOR FRAME HEAD/SILL f.1o2 I.eN�' II 1.25WO .750 D30 AW 1.D1e ,75< J4f! 129 CSiL-33b CGI-519 .Im , 1 CGI-503 s.e13 NARROW SIDELRE STILE 45� ].122 t�so .075 LUL .15a 2 ise 1.112 CGI-500A pe TOP RAIL CGI-509 CGI-505 .lee IA" FRAME JAMB/MULLION ASTRAGAL sm .seo Jso 1d44� CGI-540 /.WD ,125 ]S77 .mo .125 1 .75o 4122 •1� '1a CGI-539 .176 e'7n CGI-514 2Ae9 SADDLE THRESHOLDS HORRONTAL MUNTW 7312 SEP 29 2197 DWG. NO.: W98-01 PRODUCT REVISED CGI-510 . �p mp In �.rin, 0 ' SIDELRE MUWDN `t NanemD ��, �f•Vr�;,�e..,.. 7o�'I.0 * - er A75 ., �9am unw 101m nodh.d 25 alra! 6-J.7Mid 37172 lA6J =-e a product: SeAm 450 Outs7Ag Doors & SWelite CGI-508 CGI-501 Age / � dote: 10-20-97 1 h-t 2.1 of 7 FRAME COVER BOTTOM RAIL I 1/2' I/2• 1/Y 1/1• Bolt Tip Bolt Housing Bolt Housinba Bolt Assirnbly #10 x 3/4' PH SMS ¢10 x 3/4' PH SM #10 x 3/4' PH SMS #10 x 3/4' PH SMS Flushbalt Tip — Tip Threaded ThRodded Linkage Assy. Rod Actuator Q10 x 3/4' Ffi SMS $8 x 1/2' PH MS 0 Arm PO Connection Wheel Keyed Keyed Flushbdt Cylinder Surface Mounted Cylinder/Deadbd Activator Activator Deadbdt TOP SECTION SHOWN Ass�aY (BOTTOM SIMILAR) TOP SECTION SHOWN (BOTTOM SIMILAR) TOP SECTICN SHOWN o (BOTTOM, SIMILAR) , SURFACE MOUNT ELIDE BOLT WITH BALDWIN DEAD BOLT CCI CUSTOM t2 Flushbdts (InccUve Panel) 3-POINT LOCK O PRODUCT REVISED phrm.da nn erand� i'17.1014.42 NO►-Na EKP a e Dab 109/Ya121 Actuator sy� Arm NI. 5:F 1 Q 2�iT i DWG. NO.: W98-01 R GENT PPOINT C9MERCIALLOCK ®qg8 ��e''•5 `', ® 7*0602 �$ 5{r_ wlneo... ana 000.o. ine. -11 10100 mm.ra 25 *.1 coma IW6x 33172 oAoF ... product : Series 450 Ql L*ng Doors & Slddites i1 tl S8 date : 10-20-97 1 heet 22 of 7 Dor—O—Matic 1690 Jackson 20861 #8 x 3/4" J12 x 1 1/2" FH SMS FH SMS 1/1• Keeper Strike Plate Top Guide 10 x 1/Y 1�1`1-1 „ w/trip release MS #10 x 1/4" Top Bolt Top Lock FH MS Assembly Bottom Bolt � #10 x 1/4" Bottom Bolt FH MS y10 x Bolt hide Bolt GuideL_ FH MSS I • v1• +n• DWG. NO.: W98-01 $$� A, � ......�:/�� •ycrxnp� PRODUCT REVISED N017.1011.12 No .d7-1.. CG\ 9/2021 ➢➢➢ {r 'fig I my product W+nOaw. tl ra. lalaa naanet 25 street Hi.Ilarda J31723171 : Serl= 450 autswing Doors k Slddlt= 6 8/ONE` date : 10-20-97 I sheet 23 at 7 1 I i 5 EDGE 1X4 PT WOOD SEE NOTE BELOW 8 I 4 X o LD ('LLJ 1 w Q I I i it TYPICAL ^ S—� I� � EDGE C I 24' D.G SEE FOR SOLI E6NFE15 22 k 23 {� TYPICAL NGAGEMENT 2A TYPICAL .125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) DIA. ULTRACON SHEET 7 / d X. WOOD l_=J J 1 _ TYPICAL JOS ANCHORS 1/4• DIA. 1►1RACON 05 TNOM ENDS AND 12-7/8' O.O. FOR LOADS UPTO 70 PSF . ih1/1' D.C. FOR LOADS UPT0 110 PS' 12. 0.G FOR LOADS ABOVE 110 PST (SEE SHEET 7) 2-1/2' UK EDGE DIET. a 1 /4DIA ULTRACON •1/4_u+x. s eu IX4 PT WOOD FRAME TTPIOAL JAMB ANCHORS 1/4' DIA. ENDS ON O D' ERDD ENDS AND 14-J/B' D.C. FOR LOADS UPTO 70 P4F .150 14-1/2' D.C. FOR LOADS ABOVE 70 PSF EXTERIOR 2-1/2" EDGE I DLs7 EUBEIHIENT aro 2eY wppD BOGx - ,-,/2' TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY EXTERIOR OR Dt L2 j TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI /12 SCREWS MUST BE PROPERLY SECURED AND J ■ r°uls m.mmmwm J END MUST SUSTAIN LOADS IMPOSE4, 1/4' DIA IA.IRAOON 29 y+ o wD.n Imo°a�n� " 2082 BY GlA21NG SYSTEM. �e O B' FROM ENDS AN O 24" D.G DWG. NO,: W98-01 ,00 DNTERMEDIATE k SINGLE UNIT ANCHORS) SEE SNEET 7.1 FOR DOUBLE DOOR MEENHG SISE ANCHORS ° )J" :y,'��T��� . ". ;V'i PRODUCT REVISED Ea1bInY C LAIM tlm Florida � CaL .;*— NCO,-rtw 17•i0ii.i2 NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON SHEETS 4 AND 5 MAY BE DIRECTLY row it P.»1ntl°D Dab A1972021 tO10O mMrat 25 atral m6nd, palm ntn J mN d. RY WITH 1/4" MAX. SHIM SPACE TO MASONRY . "u COO product: Series 450 Wtawing Doom k SIdG7tes WITHOUT VARIATON IN CAPACITY. / � _'t data : 10-20--97 1 heet 3 D! 7 N OUT SWING DOOR EXTERIOR O t A LOCK STILES WITH WATER RESISTANCE INTERIOR I , beB � 502 l7 ACTM I INACTIE F� OUT SWING DOOR b73 I' i EXTERIOR I.O x OP71ONS LOCK STILES WITHOUT WATER RESISTANCE v S 1UiT DWG. NO.: W98-01 �alt�•.,• PRODUCT REVISED p6n1dlpCede R 1011.rlda RpA.rya, 17.10li.'12 CG\ �$qg O8 S `'fir' Eapiratbn Dab 11110912021 I', �94 BY w,naao.. ana 000rc. Inc. 10100 na h..t 25 drtd miari, faft 33172 : Series 450 Oulsdng Doors & Sldellla product date: 10-2"7 1 hed. 3.1 of 7 . MULLION #1 I' � LZDo 511 511 ' 1 0 ' S0z ' 11 DOOR PANEL MOTH LmoLSE I, DOOR FRAME WIDTH I DS-0 THIS SILL IS NOT RATED THIS SILL Is NOT RATED FOR WATER LB41 FOR WATER SS1 125N n C C JJ ADA SADDLE RESIDENTIAL SADDLE I 4' WIDE SADDLE THRESHOLD EXTERIOR EXTERIOR SWEEP S40 5/16' aJ4 uLTRAODN 1-3/4• MW. EMBED .1eA 2-1(7 MPH. EDGE DST, Y 6 FROM ENDS & 24' O.C. AND O. O.C. AT MTG SPLE LOCA71 DOO SEE SKEET 7.1 FOR CAPACTY .75a _ n t' A _ _ •'J M COtlCAEIE 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE T STILE (EXT. 503) 5t1 AT SIDELITES /y MIN. V-6" WIDE OR4-11 6 e SMALLER. 502 5O2 TYPICAL JAMB ANCHORS 1/4. OIA. ULIRACON • 6• FROM ENDS AND 1918 I ., 1B-J/0. O.C. FOR LOADS WTD 70 P6F -�F� +4-+/2• D.C. FOR LOAM UPTO 110 PS .125 1� - 'I 12• O.0 FOR LOADS ABOVE 110 PSF 2-1/7 MIN. EDGE D6T. R -4me EXTERIOR ® 1NT v4 SIOLTJIE PANEL WIDTHSNm SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH t.w4 SJ-0 Iu 3 II �I T I7B N Ei / Arm 0 Sa DU. ULTRACON III I 4• LLN. EMBED FROM ENDS & 24• D.O. 9 Mr 71 FOR CAP aTErDCA110N REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS SE? 2 9 NIP DWG. NO.: W98-01 BIM H PRODUCT REWSED R itl' 0" floAdn Q9� �`�� .NDHa-No: 17.1011.12 E 7= y P.apb1on Dab 1110012021 �49 ti} O + �a 10100 dhdks 45 25 steel g D Drs J7172 DP product : series 450 OutasMg Doors & 9delltPs •��� - date: 10-20-97 1 sheet 4 of 7 i MULLION TYPE 1 WDE SILE-NDE STLE )ELITE PANEL WIDTH SWING DOOR SIMILAR MULLION TYPE 2 %U SnIE-NAfiRt78 ME i SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR 511 MULLION TYPE 3 o NATIDIN STILE-NAMW SDLE 6 i PRRRgt SIDELITE PANEL WIDTH 502 NT E0 m SIDELITE PANEL WIDTH -5 DtU,. PMADTHPANE. MD1N PANEL mOR PANEL MOTH i.260 ,.250 lM6iH (W) a DOOR PANEL + FIXED PANEL + 1.250 2 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL WIDTH REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF. MATERIALS mmGE4lCd����� aa�asa a�aaaa mmomas a�aa�a a��aas a�aaaa. ®maaaa, ®aaaamo aaat�aa aavmaa mvaaaa �aaaaa amaaaa dvaaaaa �aaaaa �aaaaa mmaaaa ®�aa�aaa amoaa aaaaaa vomvaa momaaa �aaaaa ���ommas 00�0�0 omaaaa moaaaa DWG. -NO.: W98-01 PRODU" REVISED ..,IN17olb. . m" 9u1Iddim 0 NOA-Na 77-10 \ rZ E.W.0.n om.17ro0r20211 uvl.,do1— 0 DY 10100 mr1b.rA 25 drM mi.i, fk6& 33172. 1 product: Sense 450 Outs.ing Doors & Sidelites date : f0-20-07 sheet 5 of 7 \ �p ry .6 •\� yy q• 3 �5�3 �yy q• �6 { ryy{• �b .� br`.� ry q � S b u moo �+ i o�tYYi�t'�gOV�Y e yy 0 og• SF �� ,�bbggggcge �� ��g�g°Po°oegP�w�BBgnggg�Sgogoy�� 0� MEE s� g b e b b b b b��� VI OR O CN TK Z� EXTERIOR N ��tl \ O D y � O � ... Z E%FERIOR � �Sdo � g g WOR �E HF7GHf DOOR�E NE1AR_� LIP 3 caret 1mCM nvpgoz om Co ��OV1� � Z � ODOR FRFYE HECHF O- �a n > W. m 0oZ s� Ia Ob PMlEL HEIGHT r N OyLw2 'j NN� .t? �000IM+O00 i pgF OZCf>> (�� x�I�j][[p+q�JJO {,yU�px❑� a d m N y�y�RO[9 [•f O� • d m-oz-ua Irw su ne •sen ion SMES 450 OUI51'A r DOOR AND SID M AL FAROOQ CORPORATION r '�' "' aA11 �601m'm""' CGI Windows and Doors, Inc. f OI a mxlee nolw¢w>am 10100 N.W. 251H SHEET MMUMI, FIORmIID� �0" isae 1 " a. ey: H401 as�n a RM:,Irs Rm ( ) (� + to MNMI, FL dws '1401R•71lNSOO F�Mc.zeaaarM v . DY• TEL Qm) 50.1-65W [a FNf. (xn 1W-65m COMP-MlL W9B-01W II ANCHORS CWSTFR OF HEAD ANCHORS SEE CHART THIS SHEET 3. 4 FR 6 YA)L MIO. S71E ANCHORS (3 2 AT SOEUTE 1 AT DOOR zw"T'T 7.1 ((4 2 AT SIOELME 2 AT DOOR lj� MEDIATE (6) 3 AT SIDDNE 3 AT DOOR ]FORS a. SEE CHART FOR CAPACITY D/SILL _, ANCHOR I m Lj PRODUCT REVISED BWIOIeB=vffq NT rwda MCA-M. 17-1011.12 FipM�tbn OWb R 019/2021 M at FIND (PANEL VIDTH PANL'L VIDTH PANEL VIDTN 1250 CLUSTER OF SU ANCHORS 3Olt 4 FDIED (J) 2 AT SIDO TE I AT DOOR. PANEL VII,TH (4) 2 AT SIDELITE 2 AT ODOR SEE CHART FOR CAPACITY 1230 SID 1 MUWON ANCHORS AS SHDWN IN DLTARS AND CHARTS DOOR P1NFL + FOIfD PANEL �WICTH (W) _ + 1.250 IMERMEDNTE ANCHORS TO BE AT 6' FROM CORNERS HEAD/SILL 2 AND 24 O.C. AT ANCHOSS+ TYPE Er- 114' DIN 111MCOM PY = ( 1Y7 Ka, ipv3. TIDE V-,I/4 'FICD• t- m ry-1S516e INTO 2W V00D DUCKS OR WOOD STRUCTURES INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1=1/Y YAM. PEWETRATIDN INTO WOOD 1-1/2. YIN. PENETRATION INTO WOOD THRII IV WOOD BUCKS RMO CONCRETE AT HFAO THRU IBT WOOD BUCKS INTO CONO./HOUDW BLDCK AT JAYfiS MWUON ANCHOR] AS 31D21PE S DMGN IDaD CYPACTY-PBP NOMLIM VlDTH N7 DI1L9. FftAIE HETOIR TYes CLOTTPR DP 3 ANCBOBT 'R' ar mm CWsm OT { a1,22a, B CID3DDt O7p B a37®0B9 TIO T 'e ar 11� ear B-0 a � QASTIR Dr { aNC00R9 TYP1 V AT HEIR 7Tea Yr at ®I �1. C1D31'�t 01 CIDHlTR DT 0 6NCBD® { JR®a® 2/0 103J TiDO 1102 I1Qa IIU 110a 2/6 BZ-]/4• OU 11" ilea flu 1'M 1t. 3N 3/6 713 Ov 964 61A ileaIOU 110D11m0 11Q0 IDIA E]A flu 1Im0 2/0 1042 1100 110A 110.0 110.0 Time B/6 Bt3/A• 641 Jima 1t= Ila. 11. 3/0 3/6 ]DI SOT Cll 0f.1 110➢ MID11Q0 110A W7 no en W3 ,tw Time ,lm uDD A 2/6 90 3/4• IL! TWA T10D 110A mess lom time 3/O 3/6 610 SA! T/.9 7S7 110A IIM WJ OU 11Q0 1IM W., A.4 D/0 C13 1100 11DD 110.0 !1" 11" 11. 2/6 96 3 4' 733 03 JIM 1100 ". I030 f10A 3/0 3/6 619 513 LL' 712 I160 100 935 ®3 11m IMA 614 7M fIOD w 2/a 05.2 T10A I'M Ilea 11. 110A 1NOA 2/6 102-3/4' 8.4 DIA NIM Nita flea WA time 3/0 3/6 SBS 501 77.1 SN9 110A IOL1 6L0 7" 110.0 101.1 W.I 711 Id.1 09.e en AIS t0E2 IIQO 1102 11aa 11m ,la➢ B/6 IW-11M' {l6 073 110A A92 11. WJ 11. an 55➢ 73.4 I1m0 BV I100 7. Bid 2n m9 IRA Ito➢ I,DD Ile 1073 110.0 E/6 I4-V4• na MT it= B/A tlm 0A9 'I. We 572 as 100 7!8 1mS1 77a w &a 711 17.5 is. I,OD 11m0 I017 Me B/6 T20-3/4• at 715 W. 83] 1100 RA IMA am SPA at W., 749 W9 O7t we LOADS S'HINM ABOVE ARE FOR IHSTALLANONS WHERE WATER NTLTRATION RESISTANCE IS NOT REQUIRED I151N0 NfRESM0L05 ® ©i AND UMT E%IFRIOR lDPDS WHCRC WATCH INFlLIRATTIN IS R.Ess AS PFA CIWM AND NOTES ON SNET 6. 1-1/4' MR EMBED M CCHCRETE 1-1/4 MIN. EMEEO M0 CONCREE OR MASONRY Dlf(ECRY INTO CONCRETE OIR47T.Y DMO CONCRETE CONCRETE MN. FI19FD 0M0 CON 1-1/4- MIN. EMBED "TO CONCRETE TMF 05TA CFS IDGE W-RA.CEa CT0 WNCRELE - 2-1/'!' I4N. CONCRETE - 2-1/2' 1MIN MTC WJOD S7RUCNRE - t' MRJ. :MID INTO W000 51RUCNRE - 1 MN. TPE 'C- 13 (Mm Im, rptm a97'TI D�FDfLT 07f0 CONCRETET rAT NF2➢ OR SILL NOT RATED NOT MATED A/y__y1,Y pABFD INTO CONE J FOR WANC RESISTANCE FOR TATER RESIBTANCE 216ZOD1L^1M_ CONCNEX - 1-I/Y MIN. ® $L ME V- �l A.D'A In 7RACd BYI.(Tu M M fp,SS WI 7 � ANCHOR 'C DIDtECILY IN/0 CONCRETE AT ADA SNL TYPE ANCHOR 'D' 3/4' MOL ENBED WIO CONC. FIiYF DIBTANDE$ 507 F o TTPE INTO CONCRETE - 2-1/2- Mw. 540 WOOD T MFAO OR A1NW 50 . 035 MM. CCYCR[1E AT MEAD. SILL DR >DOG PSI MIN C;'M IUMWI/i111ID "a"' AT 3WB5 rm -Seem PSI I nl+ew.lr rolmu.tr re NlWl rl DI FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY HER CHART ON SHEET G. SHE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SHE BELOW FOR THRESHOLD TYPES SEE SAERT 6 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SREET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. IOWEST VALUE FROM THESE CHARTS W= APPLY TO ENTIRE ASSEMBLY. 'C' d.W IIg RD. W98-01 fl]LO—CSM 'INV—tlWo] I.L.. wl —6 .R (SOU 'Lil V4 Wmm�:Wa �c (CCCC'Ar") CLTTCYmdV llvmv43WS H1SL 'fA'N oololmw nsaiaLL..—awm(l�enox�a puo sMopuLM 193 v�cw�im m nLnm n L -Jm• mrOLVd-^Itl N000 911L51SIf10 OSY 91)13S uoi u �.. vs-zo-w :.wc z ma e a ��.4 9.42° W O� p� pH.. �WU�C w z�,°� C °pVl�y, �w RHINONMRs z� �Q m wm N ~ \ 2 Aso 1H013N Mwa 'XYN 9 3d !SQ oL 31105Y SNNI !Sd OL ULdo SQAI - �V 4 812 SCREWS 12 SCREWS `Y� 2/ END2/ LEG Z S O � Q� 2 ALUMXA 1/4' gg pgt� EXTERIOR EXTERIOR % % 4� III INTERIOR' NTERIOR %0�� ' J HM CORnE DETAD, fs511 ADA gTfL CORNER DETATL. C� � � ow CORNERSITO BE SEALED WRH EIRSMENTIAL SADDLE CITT coRNRR CONSTRDL%TON ci LOW MODULUS SILICONE SILPRUF. n II #12 SCREWS #12 SCREWS I 2/ LEG c a 3/ END U'o yg 5 2X zx II To I ALUM ANGLE I I EXTERIOR I A l l EXTERIOR % INTERIOR ae o g Le ii g PRODUCT REVISED INTERIOR = C eo= I=mm the Florida NOAd1o. 17-1011.12 PANEL CORNER DETAIL. Cayintlon DeSe 11f09/2021 . 4]Tq //��^^,, �- arming no. BY� �-t V'i98—� INe STD. SILL CORNERSTD. SILL CORNER D�AII. / I .heel 7.2 of 7 W, DECEIVED ��iJi: DEC 1 1 2018 L cie County, Permitting MIAMP5ADE MIAMI-DADS COUNTY •MW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.rov/economy MTKNW15-1 Street Miami, FL 33172 ,. 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). 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 of material fails to perforce 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 revolve 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. APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through I I of 11, dated 02/19/99, with revision L dated 02/01118, prepared by Al-Farooq Corporation, 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: Large and Small Missile Impact Resistant 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 these has been a revision or change in the materals, 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 fortermination 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. LNSPECTION: 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. and renews NOA No. 15-0512.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 1770926.1 i i L: Octuber26,202 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 01-0918.01 and 15-0512.16) 2. Drawing No. W99-10, titl•ed "Series-238 Aluminum Fixed Window (L.M.I.)", sheets'1 through 11 of 11, elated 02/19/99, with revision J dated 04/10/15, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ' 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. iCTLA 30:56 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-051ZI 6) 2. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-updrawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, 'Pest Report No. ,CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No.15-0512.16) 3. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series .238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacers insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated.04/16/15, signed and sealed by Ramesh C. Patel, P.E. fSubmitted under NOA No.15-051716) 4. Test reports on. 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. BETI-08-2143, BETI-08-2144, - BETI-07-4287 and JJETI 07-4298, dated_ 06/27/08 and 07/17/08, all•signed and sealed b� Cand'do F. Font, P.E. (Submitted under NOA No. 08-1114.06) lMn A Pe ez, P.E. Product Con I -xamiuer NOA No.17-0926.18 Expiration irate: October 26, 2023 Approval Date: February 15, 2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (Co=vnD) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Aar Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and-HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1114.06) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 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 along with marked -up drawings and. installation diagram of a series 238 aluminum fixed window, prepared by * Hurricane Test Laboratory, Inc., Test Reports No. IITL- 008070303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11110198, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 08/05/14, prepared by .Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E.' (Submitted under NOA No.14-0903-06) 2. ('dazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade*Department of Regulatory and Economic Resources (RER). J. Manne! .e z, P.E. i Product Contr l E miner NOA No. 0926.18 E4iration Date- October 26, 2023 Approval Date: February 15, 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTH'ICATiONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGias® Interlayer" dated 08/25/11, expiring on 01 /14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Irderlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Satlex CP - Saflex and Saflex HP Composite GIass Interlayers with PET Core" dated-06/19/14, expiring on 12/11/18. 4: Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA.) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05121116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014), and of no financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. I4-0903.06) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 'and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL4080-1127-98; HTL-0080-0606-99 and HTL- 008.0-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03106196, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. -(Submitted under NOA Na. 01-0918 01) I'I 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E.* (Submitted under NOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass .spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section (Submitted under NOA No.14-0903.06) G. OTHERS 1." Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-23 8 Aluminum Fixed Window - L.M.V , approved on 12/24/14 and expiring on 10/26/18. Manue Per Product Control E am' er NOA No.17 9 6.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision L dated 02/01/18, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, complying with FBC 6ei -Edition (2017), dated 09/21/17, prepared by Al-Farooq Corporation, signed. and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance. No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kurarayy America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No.17-0712.03 issued to Eastman Chemical Company .(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18- 4. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5' Edition (2014), with FBC 6& Edition (2017) and of no financial interest, dated August 29, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.16, issued to CGI Windows and Doors, Inc. for their Series "238" Aluminum Fixed Window - L.M.I., approved on 09/17/15 and. expiring on 10/26/18. Manuel Per , E. Product Control xa er NOA No. 1 6.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E-4 0 TF7 JNSTRULTIDNS: USE CIWOS AS FOLLOWS. ZaELJ DER7UDNE DESIGN WW LOAD RWM(FNF BUSED ON WID VELD=% BLDG. KEIGHT, BIRO ZONE USING Al. ISLE 1 WMIARD. j SEE own ON SHEETS 4 THRU E FOR DESIGN LOAD . CAPACITY OF CESM GIATS S7F/RPE STEP USING CHART ON SHEET D SCUTCT ANCH OPTION LMIH DFSRRN RATING MORE THAN DESIGN LOAD SPD=RED IN STEP 1 ABOVE. STEP 14 F AA)"UM SUCK ShTEM IS USED EAE CHART ON BHELT3 10 a 11 TO DETERMINE CAPACITY. EE IS THE LOWEST WINE RFSULTRIG FROM SEEPS 2 3 AND 4 SMNL AIRY TO ENURE 3Y3RY TYPI A A'nON (FLANGE FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17' O.C. ON LONGER SIDES 1B' O.C. ON SHORTER SIDES (REFER TO OA NOTES; THLS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUIDNO CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (RNHL). 1BY OR 2BY WOOD BUCNB 3 BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE THESE WINDOWS OT RATED FDR IMOE M6STLE DEPH:f. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERSW` ARE NOT RRATED D. AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MAYO W. SHALL BE BEYOND WALL DRESSING OR STUCCO.A LOAD DURATIONINO ONLY. OF ANCN DO INCREASE 15 USED IN AWC '•: ALLST9M5 TO BE HIGH ACU NDN-METOD D NONPRESSI UE. T� MMERAS INCLUDING BUT NOT UMITED 10 STFEVMETAL SCREWS, 111AT PRODUCT REVISED •j COME INTO CONTACT WTTF1 OTHER DISSIMILAR MATERIALS SHAI.1 MEET THEpy(�q MN Me Flm1Ea REQUREMENIS OF THE 2017 FLDPoDA BIDC. CODE d ADOPTED STANDARDS. THIS PRODUCT APPROVAL 6 GENERIC AND DOES NOT PROVIDE INFORMATION �MDmnB CeNe {T: NOA-Ne. '17-052&18 - MR A SITE SPECIFIC PROJECT. I- LIFE SAFETY OF THIS PRODUCT, ADEQUACY •., OF IMWe 10126%10ROI2073 OF SRRUCTURE RECLMNO THIS PRODUCT AND SFAUNG AROUND OPEMNG FOR WATER INFILTRATION RESISTANCE ETC. ( Wes' INS DDWINGGAARETO BE ANALYZED SEPARATELY.s$�OfvAl �. / D TO 13E ROTS OWNYINB A; W99g 10 EXTERIOR ail 1 o Cp n o' �z� ice~ f s o m � G 11 eN�a Intl •9Lb� 1} :* u 1 mm @-" "'°'""°' SOM-238 &UNPoUN FIXED wMDOW (LW.) 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A4FAR000 CORPORATON rO a 3 I .odc 17 ' CGI 1'/Indowa and Doora, Inc. 10100 N.W. 2M STREET �SUN°iDwm '�+�°p— f Sa11Sa.FLQMDA3A IS Imaum m IDI. me a. 4: wm aa,. wrowwz >a mm O ^ MIAMI. FL 33172 Tc- (SOS) 693 20 FAIL (]0,1)' Si}d192 73 (un. 3838) C. tn. Cwel aes�ruo FAR ` .k.... .x M R vaisn Ismm m mn m Ip owe np wn I G pp ffl�yy �.I qq f� ��•• qr N� 4S c, m ail W. 12 2 MMWW FNG R sa _ o�gv a s p s1 90 ca 11 C ag W m ' g t� NNN Y b :�o ;moo Naq r?•m m .?•? o �a s�g%m�b�ebAbbgggbb---------------- b� >• � b V b� L .N. b� �• L b�$ o b H P.t b�� v R a bbb�bbb�bbbbbbbbbab b6 b Iglu b G gfi Aid u Gmg55b�i �u CGI Windows and Doom. Inc. 10100 N.W. 25TH STREETK MIAMI. FL 33172 ta. 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AL FAROOQ CORPORATION aO1dPROO11Cf a eaen on I m CGI Windoors, ows and DInc 'UMN.W. 7H STREET uWe11FFL331%2 , ooweear 99Ba SNL4E!'Da11T 9UR692a LfmLa, MHmwa9i7a fe..e v sage) lEl.pool o-, en T,qq 1 t6tL1 eRVm ro:m.fY , o.tnte w awca rw aan fT " .tLt Uronm O1p11 roe iFl. (]fGJ EB3-06B0 FNL (]05) OY}-09V] Sl13t00 FNclaam waaeere , lYnln_1.n \tno-.mr. L aAt.t RC. Pq JI mtodO Am 921 4 Y xs a gAAg3 scgl S �YagquR����644gq•".�g=qqq�&R��Xs�iggrag����{se�t��xscrq q=§qq=aNqu:xs:�xq:>��Y��sgq�gg4yxs>:>�q ]RO®PAr7 e a a 9 Jp iE ll Ila LS h� zw Y�6b 9: u fi 6�ELgpgy�14 �bbb b Yib6�bo SERIES-235 Fll1Y U FM WINDOW CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET WWI, FL 33172 A ,FAROOQ CDRPORA770N EH6U1EFA96PNODUCf UEYF1DPMOR f Tux. ssse� ���.��i���Y� a�aaa ? :a �P� mq� gg����?aa�aa S � � gg P R roro �����C� €b'>�"�Nga V �S GGb�y����Y 4' f� R� ��� P w� +Y b P b �' � pp � S X i� P� $$bppb4�w� 6� b� u �� .... p l RECEIV - {� Emok MIAMMADE DEC 1 2018 MIAMI-DADS COUNTY Now ST. Lucie Coun Permitting PRODUCT CONTROL SECTION DRPARTMENT OF REGULATORY AND ECO 11805 SW 25 Street, Room 208 BOA= AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCUTANCE MA) www.miaui,dade.gov/ec nnomv -1-01,00 NxvJ 25 b Street Miami, FL 33172 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). _ This RTOA shall not be valid after the expiration date stated below. The Miami Date County Product Control Section (In rvriaam-i-Dade County) and/or the AHJ .(in areas otherthan 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, modiry, 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 fm1s 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. APPR0VAL D&UMENI': Drawing No_ W99-04, titled "Series•-238 Alum. Project Out Win doW", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01105118, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision sta,-np with the Notice of Acceptan= number and expiration date by the Miami -Dade County Product Control Section. !; AIISS-ME IMPACT RATLNG: Large and Small Missile -Impact Resistant .EABEI ING: Each unit shall bear a permanent label With the .manufacturer's name or logo, city, stp-t-, model/series, and following :statement: "Miami -Dade County Product Control Approved", ul-dess otherwise noted herein. R:lENEWAI, 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. T *HNAT ON 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 N0� A. ADVERT-BEWANF: The NO:k number preceded by the words Miami Dade County, Florida, and foLowed by the expiration date may be displayed it advising literature. If any portion of the NOA is displayed, then it shall be done in its entu ety. DISPEC T11 ON: 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 Binding Official. This NOA revises and renews 1-5-051 -21 and consists of this page 1 and evidence. pages E-1, E-2, E-3 and E-4, as well as approval document.mentioned-above. The submitted documentation Was reviewed by Manuel Perez, P.E. NOA. No. 17-091:8.06 Expkgmarn Date: October 31, 2023 ApprovatDate: January I8, 2018 Page C+EI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU1E NHTTED 1. EVIDENCE-SUBIVHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submiited under NOA's No. 96-0717.04 and 99-03Z9.02) 2. Drawing No. `%7i 99-04, titled "Series-23 8 Alum. Proj ect Out Window", .sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01 /21 /99, with revision I dated 04110/ 15, prepared by Al )Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B_ TESTS 1. Test reports on: D UJi form Static Air Pressure Test, Loa in per FBC TAS 202-94 2) Large Missile Impact'fest per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 2.03-94 'along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. C'FLA-3v56 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, F.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FRC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram: of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(V and Super Spacert insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTA LA 3056 WB, dated 63/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum - fixed window, to qualify DuPont "Butacite" PVB interlayer, DurasealZ and Super SpacerT insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed. by Ramesh C. Patel, P.E. 4. 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) Forced Entry Test, per FBC 241132.1., TAS 202-94 along with marked -up drawings .and installation diagram of aluminum casement, project-ou and fixed windows, prepared 'by Hurricane Test Laboratory, Inc., Test Reports No. =-OOS04301-07 and =IA680-0905-077, dated 08/0-8/08, all signed and sealed by Vhau -"- Abraham, P.E. (Submitted under NOANo. 0940M.03) Manuel Pe Product Control er NOA No. 17- .06 Rx-pkation DaLer October 31, 2023 Agproyat Date: January T% ..2018' CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1iIMED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic mind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum project-ont window, prepared by Hurricane Engineering & Testing, Inc. Reports No. UE'P]L 8-21-43, HETI-08-2144, BETI-07-4298 and IMTI-074287, did 06/27/08 and 07/17/08, .all signed -and sealed by Candido F. Font, P.E. (Submitted render NOA No. 0$1010 03) & Test reports ou:1) Air In_ultration Test, per'SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FRC 2411.3.2,1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL 4055 and FTTT O 9, dated 10/19/94, signed and sealed by Y amil Kuri, PE. (Submitted- under NOA No. 96-0717.04) 7. Test reports on; 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and Ift-L-00801107-98, dated 09/08/96 and 12/23/98 respectively, all signed and sealed by Timothy S. Marshall, P.E. (Submitted undar N-OA's No. 9&0717.,04 and 99-0329.0.7) C. CALCLZATIONS 1. Anchor veril cation calculations aild stractural analysis, complying with FBC 5' Edition (2014). dated 09/03114, prepared by Al-Farooq Corporation, signed and sealed byJavad Ahmad, P.E. (Submitted under NOA No. 1"915.08) 2. Glazing complies with ASTM E1300-091 ID. QUALITY ASSURANCE 1. Nf.,iamiDade,Department of Regulatory and. Economic Resources (RER). Man el. ar P: product Control E NOA Na.17- t ExWa€ion bate: October 31,1.1123 AppravalDate: Jansary 18.201E E-2 CGI Windows and Doors, Inc. NOTICE -OF ACCEPTANCE: EVIDENCE SUBNHT- TED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kura -ray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayeers" dated 06125/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MILA) for their 'Saflex CP - Saflex and Saflex BT Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Iu:terlayer" dated 04/25/15, expiring on 12/11/16. 4. Notice of Acceptance No. 14-0=123.17 issued to East -man Chem--Ik2l Company (NIA) -far their `Saflex Clear and Coffer Glass Interlayers' dated 06/19/14; expiring on 05/21/16. F. STATEMENTS I. Statement letter of conformance, complying with FBC P Editiou (2014), and of no financial interest, dated 09/03/14, issued by Al-Farooy Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA Pv o.1 ¢09.15.08) 2. Laboratory compliance letters for Test Reports No. CTLA 3056 WA, dated 03/03/15, -CTLA-3056 WB, dated 03/03/15 and CTIA-3056 WC, dated 04/16/15, issued by Certified Test Laboratories, Inc., dated 08/08/08, all signed and sealed by Ramesh C. Patel, P.E. 3. Laboratory compliance letters for Test Reports No. =-0.080-030I-07 and MLI-A080-4905-0 7, issued by Hurricane Test Laboratory, Inc., dated 08108/08, aid signed and sealed by Vinu J. Abraham, P.E. (Sabmided under 1VOA No.018-10M.03) 4. Test Proposal for the qualification of Autacite@ PVB ,glass interlayer by Kuraray America, Inc., as well as Durase a1® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by R-ER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G- OT.ITUB L Notice of Acceptance No. 14-O915.09, issued to CGI Windows •& Doors for their Series "238" Aluminum Project -Jut Window - L.M.I. approved on 02/05/3S and expiring on 10/31AS. Manuel Per .E. Product Control er NOA No: 17-0918.06 Exparmion mate: October 31,.2023 Approval Vate: January IS,201'8 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED 2. NEW EVOENCE SUBMITTED A. DRAWP GS 1. Drawing, No. W"A4, titled "Series-238 Alum. Project Out Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. - B. TESTS 1. None. C. CALCULATIO?dS 1. Anchor verification calculations and structural analysis, complying with IFBC 61 Edition '(2017), dated January 8, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 i19/12ae D. QUALITY ASSURANCE I. Miami -Dade Department ofRegulatory and Economic Resources (RER). E. MATER AL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex IMP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 16-1.117.01 issued to Kurar4iy A.inerlca, Inc. for their- "Trosifol® Ultr-aclear, Clear and Color PVB Innerly ers" .dated OL/19/17, expiring on 07/08/19. 4.. Notice of Acceptance No. 17-0712:05 issued to Eastman Chemical Compar_1; (IiIA) for their "Saflex Clear and Color Glass Interlayyers dated 09/07/17, expiring on 05/21/21. F. STATEMENTS L Statement letter of.conforrnance, of complying with FBC 51" Edition (2014;; with FBC 61 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E_ G. OTHERS 1. Notice of Acceptance No. 15-0512.21, issued to CGI Windows and Doors, inc. for their Series "230' Aluminum Project Out Window - I., ALL approved on 09/17/15 and expiring on 10/31/180. Nfaftel Pe .E_ Pmduct Control L er NOA Nan 17-091&06 Expiration Date: October 31,.203 Approval -Date: January 18, 201-8 E-4 THIS! PRODUCT HAS BEEN DESIGNED AND.TESFED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH EDIOON) FLORIDA BUILDING CODE IN IWAIC HIGH VELOCITY HURRICANE LANE (HVHZ). 18Y Ipfi 291( WOOD BUCKS & BUCK FASTENERS BY OTHER$ MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SFWLL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ANDIINSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT 70 BASE MATERW. SHALL BE BEYOND WALL DRESSING OR SNOCO. A I.OAO DUMTON INCREASE IS USED W DEVON OF ANCHORS INTO WOOD ONLY. ALL SMMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATMALS'NCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COMET INTO CONTACT WITH OTHER DISSOUTAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. TO BE ANALYZED SEPARATELY, TYPICAL ELEVATION (RANGE MAME) FOR MULLION/MULTIPLE UNRS, REFER TO SEPARATE CGI MUWON N.OA INSTRUCTIONS: THESE WINDOWS ARE RATED FOR IARCE MISSILE o - - Q USE C5 AS FDUAWS. SHUTTERS ARE NOT RECURRED. n STEP 1 DETER HE DCGN WIND LOAD REWIREMENT Bl9D ON WRD VELOCITY, BLDC. HD(M. WIND ZONE I1 11111IF A B ' U9NG pPPDDABLE AWE 7 STANOND. QUARTS JAN 0 8 20 t8 •`` 3' • ....0.. STEP 2 SEE ON SHEETS 3 AND 4 FOR DESIGN LOAD O M9Y OF DESIRED Gl s SIZE/TYPE PRODUCT REVISEDSTEP ' °; WIM DESxN ORATRID MORE T141N DESIGN LDAD�SPEClFlED DN Be11Bny tod MTh The FFoAh * i• T� _ 8 9 IN Sf(7 L ABQNE. NOA-No. '17-D9�8.08. droWinp no. .STEP 4 IF ALUWNUM BOOK SYSTEM IS USED USE CHART ON F�ln lbn DAh 7 1Q0231 OF ' ��/0A(AL SHEET 7 TO DETERMINE DAPACRY. D2 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 S 41 APPLY TO ENTIRE SYSIFOL •P n FT11 DAeet T of 7 NUT r. zr EXTERIOR rmlppw HOW wn+oow Hwn 3/4' VfMf NE10HT VENT FEW 3/4' OOL OPo. 0L 0m. O W g8 ip. tic VENT ��� wwoow NEIGHf •mmN H R wH-6 1/ • Z. - - � u I/ ,yam• • ........... dWB 16' 1Ulf. TYP. NRNFAS '•� ,�� Ai .lWBS p eat�e - 66en pp �!ERn-231AALUM PRDJECT OUT WINDOW AL FAROOQ CORPORATION a S ,D S. .ede ,)y - p ro oww[ 1Ms a[a 6Na1NEVte &vnooucroEv¢oenlv4r rpa Mw�a� indows and Doons, Inc.zowve,surnsaao C H.W. 25TH STREET FA A°NIDA8I1s FL 33172 m.(a0e7 aessnvp eARc�aeaeme P Ip.l! m.Kaammlproca , 6C3-e520 r. (]05) 693-9562 -- C°MP- 1.ANL W99-04CG1 HALL FRAME ANO VEW CO ORE -U BE SEVLFD 1Vffll GE S0.PRUi Oit ii7VY. I I I �2b2! b24 � �g 2b25 m 11 CORNER KEY CORNER KEY .OW THICK ST. 51ir1 .051 TMCK ALVNNUN 754 75! ae! an DOB � B00 D45 L I 617 617 F CGI-375: OGEE GLAZING STOP CGI-396: SQUARE GLAZNG STOP �2075 .L737 p In O � OBO TYP. UOB 6 a�E Cl FLANGE FRAME VENT (5/16' (AM. GLASS) gift 1757 S 6 0 a 2W3 JW a90 TYP. 1a57 LV5 J2A 2464 2715 143! 030 7YP. 132, EQUAL LEG FRAME VENT (INSUL LAM. GLASS) Iml PARL' / I Qum 1WYP./50Pp=/BO1 S 1 CGI-373 4 N/NGE ERNE E09n ppLLF7( OR EOUN. to O2-397 4 EOWL LEG ERALff BO 75 E M( OR EIWN. 2 C 3m 4 VIWT w10' L am) 00Pl T9 9VGND1 OR EOUN. 2B �1 4 YOff (F6Ul. m —) 306l-T9 NOAIER OR EOUN. 2c cc-m 4 YEAT C7 t!' I O-s) 8061-i, mWaK OR W— ! CGF373 , OCEE CLALNC BFM Q061-T! U04F]I OR EAON. 34 CGI-!9A 4 SgVAE GIASRI2 BEAD W M 91OAU]I OR EOUN. 4 4 DBO TGCK WI m KLY AlL19A1N - S B DSO 1MCK OO m KLY ST.- S R0"' ERNE P590FER51MPTN^+ Sq¢FDF2. APILIS S REGA YENS wixrT Qt51@PPNO - SWIER1 0-L011/ VENT 4 SO MNGE AT AVOS 51FFL 7Rt614 AT W/ (6) /B %!/B' W SYS/ VE%.T FACE MOW LOOK SBEL 7RVM ATTAOIED W/ (2) /B %!/B'WS W4QMA� / VENT Wo POOQ LOCK / YEW .110 TMCK LOCK IEFPER, AT iitlY' F=W LOCK STEEL CGI. ATTACHED W/ (2) /10 % !/e' SS US WRNEIEERN`_AVENTASSOINX/ LIIE SETRI.'C BLOC6 VR I%IIm10lER BOSS SNORE A 1AN 0 0 201'0 1.757 D90 M. I.B7S .7zG 143 L34) VENT (7/16' (AM. CLASS) y 1.000 r 13 ' L 2 SHEAR CUP CHANNEL PRODUCT REVISED 19uBtliig W .Ath tla R*"" XOA-N. 17-0916.06 4Na wss—o4 11 ✓ Woe 'vra) eLTW VanLa lvmw 1 a=auna .4AM13SNM Web r nnwaotanaa�anaou��eimulou3 NOILVUDdHOD bOOUVd-%V ME s • " 8 8 ob. ?fi �J m i nV ZLl££ -u 'IYItlIW .LMHM H19Z WN OOLOI '0ul - 000a pun emopu!m [Do MOONIMA InO 133fONd Ytn-W BfZ-S3rd3S dda e O 0 a3 Im` ¢ W G �•• �" O d� d� 0 4 g q a d d o O� o a a� tlp�oq�aq�goq Ma ai�R_ m4 4 M Zo I�t„ z �����oaa= odao`do aaa� 0w9� �. °rmS233^n3�g��g���6� E f t3 ZoR"'ti g 8 a 1� so V o a$a�$�«S$��RRw R�RnR"2-Hild o d o d_ g 4 4 a 4 4 o d tl e d d a d d d o tl o o odi ' o o .'- '• .'- •9'+ a 4 g g^ o q 4 B R 4 R R_ a R m_ a$ Q R -Id 4- R 9� p 4 R R A R Q R R R Q P'. sae` gq'o�aae a4aa= 0_30 O �o R H�6tti797S nF953�7 �NRSS��"RR;R N�Si��SnrS3N� -R�RR'2miv«�RR �`edd'oa2d_2oo od`e �oQaQ�QoQ��� oad2oo oadceg4o o'a ^a4a a S�oRRv�m 4a 'R R�aa ra�R^���„aaR q G od'd d'd'p. o`do o'do - � 9E i .i m � � A _ 4 " m R � � ' m � � 6 �' i 'n yy 3 z � miaods��� 'A'§R:'1aae __ _----_ =-n— =_---- AEI a 1/8' TEMP. CLAM I/e TEMP. OLMM �� H MR SPACE AR SPACE 116 0 1/8• ANN. GLASS 1/D' TRAP. laAS3 W g OR, 075• SdO CP Mth PET Can 0]'J' Soon CP With PET Caro B/ 'Ea b- Ch.,W d W B7 Ttaamnn Ch-l"I Co.' 0 090' SO.. CM9Y And C919r Glw rr WO• Saflm pear Ma Co1ar Clam IMBiIAYERE B7 'Eaehmn Ch-a w Cn' INTERt YERS-+ Eadman Chamkd Co.' SQUARE BEAD 2 '� A90' SeniryGbe WO' S4nIry01ce 0PTIONALI By 'KumroA ArMrfea, Ina. By 'Nuraray Amerca, ine' ALE GUSS TYPE d IIr By ' Traslal a I.WC. T.W Pe We By 'Kurvrvy America. Inc.' B9' 'Kuriray AmeOco, Iro G bbb p�� 1/8' ANN. CLASS 1/B' TEMP. CIAO )a EDGE SPACER + 1n EDGE SPACER 5�, SIEEl By 'CAimINLL, SDJCANE Sl. STEEL Bf 'GADINOR S➢]CONE T � OR GE-1299 OR - LOW 99 666q p QIUR4SEAL By 'QU NEK' _ ... DOV 995 DURASEAL BY .Q�0 .. .. LpV 899 Q 3 SUPElj SPACER By 'OV.WEK' SUPER SPACER 6Y 'WANDP L 12 AT 1/4 POKIS ALL SQ6 12 AT 1/4 POINTs ALL SM Q Ism C 3/4. INSULATED s/4° INSULATED GLASS TYPE '2A, GLASS TYPE 'BA' g z C O a ow v a c� O n 3�g m 03 F N c=E25r O ggg Epg NOTE IM R GI15S CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) a "a "d " AND FLORIDA BUILDING COMMISSION e 6 B 3 DECLARATORY STATEMENT OCA05-DEC-219 0lt"t111t W. BAN o s 2018 " ¢ PRODUCT REVISED - T� uf10E00 CodOwkh tla Florida oA-TFo. '17-0918.06 � droving no. / 1-11 Dew 1013IR 3 W001` li FOR +110.0, -120.0 PSF 16.34 Sq. FT- 1Dy �, �% "' • W99-04 +110.0, -195.0 PSF = 10.00 SQ. FT. ND p ud q 11 1Y sheet 4a( 7 PEBYORNdNCE 9dLBP3 OF $IPdLT.RiY73FAAT 11EiDOlTB I'ERFORYANCB VdLOE3 OP 00'ACT Ii6WS1dNT TDND01/S PERYORIIah'CE CdL11E9 OF D@ALT RESISTANT NO SHRIEI6 R1LU6E0 � � Iggi TO LDL3 B itdN 1 FOR NSGMAlW1 YATAIS F N � NO 991RDIa R911BFD iSF01 TO BREFR D lNW ] iW 91591'IA0W 0FTA9➢ liL\901T3 XO DHYIIpG AFAYRO) IIDW 10 9141Y a teal ]FOB WSIAIM0YIH UETAIL4 IIQ�OIf DUES. maee TYPE '2A' 41'd59 T1P5 'ad' iQiUO► ➢1]S. lutis TYPE 'L' Cf139 TYPE '9l' 11ND0T D4R. CLS9 YYPE kd' GLASS TYPE •9A' WIDTH nEICHT IXT. (+) INT. (-) EM. (+) 1Nf. (-) MOTH IIEGIR FM. (+) INT. (-) FXf. (+) INT. (-) Morn iRIGHT IXi. (+) 1Nt. (-) IXT. (+) INT. (-) ' ' l ' � i 2{' 25' 30• 36' 42' 4B' S4' 60' 68• 72' 70' 84' 110.0 iB4.0 110.0 195.0 2{' ie' JO' 42' 4B' 54' 1t0.0 130.8 110.0 185.0 18-1/8' 2B' JB-J/B' 50-5/D' B]' 74-1/4' 110A 195.0 110.0 185.0 11Q0 195.D 110.0 iB5.0 710.0 11 B.p 110.0 1BSA 110A 190.6 1/0.0 1p5.0 110A 1BU t140 f96A 110.0 111.0 110.0 1pSA 110.0 144r' 1140 183.0 110D i81A f10.0 i8SO925 925 710A 120.0 1042 104.T 110.0 iB5.0 110A 1J5A 11Q0 185A ]93 ]B� 110.0 120A B).0 �A 110.0 120.0 170.0 131A 110.0 1BS.0 69.{ 89.4 110A 12➢A 2B-1/3' 36• 38-3/D• S0-S/8• 83' 74-t/{' t10.0 1BSA 110.0 193.0 107.9 107.9 110.0 19DA 61.7 61.7 110A 120A 110A tS/3 110.0 195.0 9S{ BS4 110.0 120A 4D, 24' TD' SO' JB' 42' IB• 110.0 121.1 I10.0 1950 tO4J f04.3 110A 195.0 714 73.4 110.0 130.0 1D4.1 104.1 110.0 130.0 T1.B 77A 110.0 t20A S6.1 a0.1 1WJ 1WJ 1 9].1 110.0 120.0 18.8 4fi.e p0.9 p4B 4J.8 17A 85.4 a9.4 Bob BO.B 110.0 120.0 �, 26' SD-J/B' 90-5/D' 110li .0 1/5,{ 110.0 195.0 349 349 6DA 860 A 69.4 t10A 120A 985 903 110.0 17D.0 ' 34' 2D' Jp•Imo SsImo19s.Ds4•3D•3earnDAt2o.o12• 4D' BO' BB' ]D' 110.0 7843 11a0 185.0 7 60.7 1f0.D 1144 74.7 74.7 110.9 1�.0 110.0 10D5 110.0 195.D 24' 2D' 38' .4 171X 107.9� 1140 195.0�0ltOA11P,2 195.0 1 9110.0 120D 20' 3,-J/e'aeAeeAna.o42' 5D-5/B' 110A 128.t 110.0 110.0 111.110.0 1BS.0 ]1.9 itOA 1X1.0 47.8 83.8 110.0 87.1 87.1 1140t20.0Dt.7 61.7 itOA 120A26' SJ-1/D'54' 3B-S/B' 101.]101.3110A 96S BD�110.012D024' W 28' 30' ]6' RSA B5.{ 110.0 120.0 68.06 77.7 77.7 t1Q0 T20.0 BJ.3 813 110.0 1Z0.0 - NOTE. LOAD AREA LIMTIS B0.6 609 1140 1185 77.7 77.7 110.0 120A 40.0 I6.0 89A 89.8 64A 64.D 1140 IAA B6' 24' ZD' JO' 77A A.4 110A 120.0 ' ' III � l 24 2a' 30' as' 42 45' N' BO' 1f0.0 181.8 110A 195.0 NZ 643 lima 12A.0 110.0 135A ttaa 195.0 W. a0.a ttn9 11D2 110.0 129A 110.0 1BD.0 73' 24' ?g 30' S0.1 5D.1 1W.J iW� 107.9 107.9 I10A 185.0 98D 489 85� 95.3 925 923 110.0 120A 16A fB,D 09A B9.B D0A BD9 1140 120.0 70' 21 2D' 43A 4n8 e3.4 85.4 71.8 ]f.9 110.0 1'M.0 4.1 Sdi 74.J 74.3 a4d Q4.8 110.0 129A a4' 2{' J49 34.0 6BA 68.0 QO-66M ' U GNMDJP 90.9L90-1&L 'PNyION - e9lotm9 -PP--a 4" eNNdluw.. O3SIA3N 19nGOVd 9i0Z 80 go r Mlnirw OaAOHd a g 41, ' ar u�3waaana �� V7 IAn y�v �fg m o NOJ NOUVJ=a L'0! 9 133HS 33S 1' C ONYJVdS UW •ATO 33S 6 S80ONV MWLL k �g a s s�a� r =r Al I D�a A Q j� 53tln1 d/[ 13N I WJ3m r lV 0 NOUAtlOS3O SW 9 133HS O3 33S� Z OIdOYds H•A373 335 b�a 9rdgNV IVJIdAI. O31V3111 3NnSS3ad -IWMW , sauan 031V3LLL 3HnSMd DPW 'NIA MR L. VA .9/L L IN NOUdtU530 NO3 9 JMHS 33S ONOId9 tl03 •/313 335 StlONONV TJIdAI 9 —H. 33S WM A 30NYWN03N3d NOHO- NO3 3anlJnaLS ONiaim 3HL OL Y 83JSNVa1 ONV N31sA5 0 VV7O AS 03SOa4l SOV NIV1S11S LsnX "daOO ISO AS LON SNOn9 OQ I SNOUgOi tlOHOW 1V ONOI z/L-z ra/L z .dc x I x .Wr `91-i909) 13NW,40 m w O3LVJ& 3Hn9S3Hd :•mau9lr _ ;�sa�s ;�uanene�ar semen A9 wuvrmsw 1Y 11 �N LN9l'1 e 031V3N1 3tlnsmd 'RM3LW , .LSNI •Nm .z/I—z r •a L AA +• �L 1Ntl7V NOUdItl090 HOJ 9 133H5 335 ! ONO/d5S9WYJNYv -radAL I. ' I I 21/4' � 1��IIt1 i-1/1' NPC INST{�I I AT1ON TYPE '1' WOOD BUCK TYPE 'T' E'LSEBBU PRESSURE TREM TYPICAL INSTALLATION DETAIL ON ALL EOUR SIOE�USING WOOD I I I' T1'PrAL ANCHORS SEE DEY. FOR SPACHNO SEE SKEET S FOR DDICRIPIION I In I li tWN. i Tom.BJCK INSTALLATION GY OTHERS INTT I eTON I)rpE W, WOOD RUCK TYPE '3' 1d9g8W PRESSURE TRFAIED TYPICAL INSTALLATION DETAIL � ON ALL FOUR SIDES�USING WODD W08D SUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GWJNG SYSTEM AND TRANSFER THN TO THE BUILDING STRUCTURE I' I I. i li FOR ANCHOR PERFORVANCE VALUES SEE SHEET E m INSTALLATION TYPE '2' WOOD BUCK TYPE '2' N� PRESSURE TRFATED TYPICAL. INSTALLATION DETAIL ON! AL FOLIR SIDE_^T/USING WODO INSTALLATION TYPE '4' WOOD RUCK TYPE W b6g8'BL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WDOD i S� ATTACHMENT' TO R METAL STRUCiUR6 I a a 'c SEE E&FOR SPACING 0 �6 N� SEE SHOT S TOR GESC1iIPTON 'tl3 �C 2 JAId 0 A 7111q PRODUCT REVISED TD I MN. Flo' MCA-H" NOA-Na 17-0918.06 W99 - -- - --- - - - -- -- -- -- -- - Y gpY�,yyyN:klS �yp:tNNy*glS,�:SGyk�k�$y:�PSqq �P Y, �pp 6t Yy�:Ppo�S $YStM L b6�b=mbb6CMPboL'LmbbeG�n�66b� 1�q�YS, pw�x�>;�»R�YdyKk i.GLbb� LgbNb�oor;bb�RIMEaggla o �b b�a�bbbieb bb L�bobeoioaoe p ��iebb �bo��bb�ba;bbbb y p$ y q b b b p b b�bbsby�� µ Y 9 d I�L�GLb��^G Ei:,e* 4�0 4 e�6C+� EG P5"g'�mCwb� abm 4 LI•i �+H 6�6 u4bLH'-�iLa bbPao �� bm' pp kk yy pp_ _ p n NRmFm e�oPa be �$qBgf� 66btb�66L pp s bob�>;Ps;bb`bbbbbba;b�opr __ oa ib 5� 6 Po brb�a b �e�ameee$o b b� b p b boo �� �Y b b bb oo�6u�b6bma�bb>;bbol;��bb�>;b��bbb bbb��bbobbbb�s;o�bb>;�� off$ �oo �d�"oAo � � �� 1 0 _ _ P. _p• _.. x•, oo� Y� mm PP ��Cq{c�c��g � �� C� � mYl 2m � L �o �6be566o 6o 66 boob 6846�ni� bbbb�o�g�� 2 2 z 0 8{� R=a1�33 F��Z Z A 66b u.. �L�aowbgibbbubb � hb?+Y � �2 �i e� g o 9E _�� Lz x 1 N S�4-ice\ y_ A 8_'� ®yliaP aYP fr +�� bbis�b� n k tL �'6 b P x' PX m P m dW � Jyy pp. bb�o�s;�b�b"6bbbb�bbbs�°) 8 Eg" cEQp 3 Us P C ` 9 p cn A ar �m o S �mFvm m ` Ilulli. =Y, • 2} ` IM` 0 •.., [CGISERIES-23B PLUM PROJECT OUT WINDOW3 A4FAROOQ CORPORATIONnnooum otvkaoPMFrrtroedows and Doors, Inc. aaeosuNsumrvKsunE=a 10100 N.W. 25TH STREET �uat, itntwa, "7- w.maraotmFL 99a7a (aui. ease)O 33172 m.cwwlaa4exao iNtt P [ O,Pa.10 1¢V. Pd 3A MYmurs iEl. (]Oa) 59]-69W iNf. (]05) 59}859x Camp- 9-6/CW Q. �—HA §0u R� gFm hno@ ml ....... .... J L ..' "o� q�aa.Ca�' et EI o aa,e o,-at-w r0 ason ---- 0 cn date I HFRI6-23H ALUM PROJECT OUT WINDOW AL-FAROOQ CORPORATION ' a ,O m .�,: ,/A..,• c mn., wow.f,In gxm x ov.1qu novas nm waa CGI Windows and Doore, Inc. swssas�iruslannvU�ao m� f O > dr, br aa� ,s awvi alas w[ii 10100 N.W. 25TH STREET MNMI, Fl.. 33172 MIAMI. FLo m sirs (CAA. 9599) taf9u51zo/e9oo FNI.2oel�eaasae �r V 'P" � `H`' �' > mx.n cew,m ,o mn rec N otna,e xv owze alb 9m 1E1. (355) fi93-6590 FAIL U05) 515-8592 rnuv_gvi \woo_tv'n /i ;OL IAwl - G�,,13 RECEIVED DEC 11 201� MlAMI_[aADE ST. Lucie County, Permitting ��MI-DADE COUNTY RODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE&MER). _-, 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.Eov/economy GGI W-indows-.mdrD6 ors.}, c; 0 NW 25 Street Miami, Fl. 33172 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). 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. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, 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: Large and Small Missile Impact Resistant 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 and renews NOA No. 15-0512.19 and consists of this page l and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ._rA 'RR,EQi fir ,- TT r a NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 1% CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBIVIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC famed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer(b insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer(k insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(t insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC, dated 04/16/15, signed -and sealed by Ramesh C. Patel, P.E. 4. 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, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Manuel Pe z, II.E. Product Control Biandner NOA, No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS (conmuw) I� 5. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. ji (Submitted under NOA # 12-1220.14) 6. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement ' window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301- 07 for specimen A and B, and HT1-0080-0905-07 for specimen B and C, dated I' 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing ! casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE f (Submitted under NOA # 08-1010.02) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control E min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmm) 9. 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, and TAS 262-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their . "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06119/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex CIear and Color Glass InterlayeW' dated 06/19/14, expiring on 05/21/16. Manuel Pere .E. Product Control, E er NOA No. 17- 18A 1 Expiration Date: October 26, 2023 Approval Date: November 30,. 2017 l;+ -- 3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNETTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51 Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA #'14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI 08-2143, HETI-08-2144, BETI 08-4287 and IIETI-074298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-041.7.03) 7. Test Proposal for the qualification of Butacite@ PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuelllereor. Product Control Ex mi er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", j sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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. 14-0916.11 issued to Kuraray America, Inc. for their ;) "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their 'i "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex I P Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/ 17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 61 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I. approved on 09/17/15 and expiring on 10/26/18. E-5 /7 It I I I /I Q, n A fi �, Manuel Per E. Product Control m' er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 3012017 a 1 v1ND0vS ONLFY W EXTERIOR INN USE CHARTS AS WUDWS. STEPS 1 DETERMINE DESIGN WIND LD LOAD HEI REOUIND ZONE BASED LONGG A YELOCIA, SLDC. STAND, WIND 20NE USING APPLRABIE ISLE 7 STANDARD. SEE CEARTS ON SNEERS J AND �4 TFOnR DESIGN LOAD I CAPACITY of DESIRED OEAtS SIZEITYPE USLNC CHAR ON SHEET B SELECT ANCHOR OPTION WITH STEP 1 DESIGN RKD G MORE THAN DESIGN LOW SPECIFIED STEP I d' IF AUIMINUMUD( BYSIFAI BIS USED USE CHART ON I SLIM 7 TO DETERW4E CAPACITY. STEP 5 THE LOWEST VALUE RMULTMG FROM STEPS 2, J AND 4 I' SHALL APPLY To ENME SYSTEM. III 1'IMlw1E�aE�'f.11 Vli I 1�1 ®tom 71M PRODUCT HAS BEEN DESIGNED AND TESTED TO FLY WRH THE THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. REWIRWENTS OF THE 2014 (57H EDRIDN)/2017 (hTH EDRION) FLORI6A BUILDING CODE INCLUDING WON VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1W DR 2BY WOOD BUCKS @ BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED' PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE ANCHORS SKULL BE CORROSION RESISTANT, SPACED AS SI MN ON DETAILS SEPARATE CGI MULLION N.OA KU AND INSTALLED PER WWUF•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-AETAWC AND NON-ODMPRESSISLE G7 MATERIALS DICWDING BUT 140T LIMITED TO STEEL/METAL SCREWS, 11UT 7117 CONE INTO CONTACT MIN OTHER DISSIMILAR MATERIALS SOW. MEET THE PRODUCT REVISED REGUIREMENIS OF THE 2014/2017 FLORIDABUIO. CODE h ADOPTED STANDARDS. u s: pri,M Mr H,Adr MSS: VDUAPPROpA�ISMGENFRIC •� D•Dm5 NO TMPR DOE 'NTg TFIXTW110N BMUtlI o , _ ,eM IIOA.41s 17-0916.11 TO BE ANALYZED SEPARATELY, �o Z� Ell o Cp 'BiN ofog 0W�q¢ LL� C ararlD9 n W98-100 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR TYPICAL ELEVATION (EQUAL LEG FRAME) LYWM MULTI PONT LOOK xS. TO C . LOCKS MAY. wow. IACN KOGlff POxfS 42' 2 8J' J B4' 4 PRODUCT REVISED + WNm wiIA Me Rodd. S? © u 2Bi7 T8 8u8din8 Cod i xoA-xo. 17-0910.11 f, I I� 11 it I it it ,I ALL MWE ANO YEW OORNERS 70 BE MMJM YI1D1 M SII➢RUF OR MUM n 11 ,� 2b25 1�-2624 J6B LES Lao 2625 2A25 $ I 200 TYRr- / oB - 11 - /� /A 13. 30t $ i 13 I FRAME CORNER CORNER KEY CORNER KEY 1 0 .0. um ST. maO .OB] MICK ALUWNUM O FLANGE FRAME 20]6 761 1.057 2r6T 2715 .OBO TYP. fA EQUAL LEG FRAME TNICN OOpNER 10:1' MCIf COWRIi ILLY PRODUCT REVISED emlal�®•Nn a. claim Lc Non-Ne. 77-0878.77 E�1Mbn Dale 10PAM023 11 Pld..t ^C g G'r U 2D17 asa TYP. Lws lm J Y C n ,7m � 5 IA30 a Ej 1222 4L (D VENT (5/16- LAM. GLASS) OQ 6 D 1�L 1.757 .asa Trv. U75 1fi21 (INSUL LAM. CLASS) YENT aCSj ti 0 Cl ¢r L]5] 1473 A90 TYP. � C �rI 3 N T g - 1317 LAST. GLASS) VENT (7/16' ��T!� � �IAIpp 617 CGI-375. OGEE GLALNC SFOR oRFL mB?4? (�(ppC R .B0 753 en etas zm-.g .60�'g (�) �j :A — c; ULCT -u livom = VN L33= H19Z 0 LOL ��OJJMa =na�d ip �zom PUD amopuim 1031 - Ov". J)LLVMOdM 21 LN N 00 t)OGHV. -'IV IM 0 MA R At 51-2 91 1 0 1 ......... .. d d 6 --i Hi: -- R5*--=T=.! S -�j5j;j.-j-2'j.-jd- 912 q q Sa MY _d_ d_ q 61 q R 6 d 6- -d R -d v g a v 2=055 5 N �jd 0 ONO ldl*d d'Pig F; I. -.,2p P Hi 216 5! Jam k 2& S& 'k L� iz 015 10-101-OM E q B."NOUR 9 .51 q !k101'0 ilqlq 0 010-1 a 0j§j'djqj;jd-j;j,-5j�-jj d. 9 91j15J.-Ig - - - - - - - - - - - q qlaNalil; 01; j. -d d, 'ci Od IRI 0 'd iklal; —qm-m 41" d gg;iat L ZiR. v N tgtm:y6te':9"qt�m-L'.-6',�.''�wM''—Sm>o�iq�6kk(SiGS',P3�9 �. b b b b b g b o b o 0 b o o g e b b b �i bb���b"�bbbPbbbb"�bNob�bbbbob�YoNGi p t�i L4b Lb�6N g$� mmmpo;;ww I g'ibb2! w I I b I V L l l l b b y l g I.P o fl A a P. I b b b o e p�p V I I I b b I V L I 1 1 b m L$ No NN0 pp= mbb b'm by N u m w o S m b p v wi .I e b 1. b b o 9 b ' b b{ l il;p sws�>3ffi�Y��s"m5�ev C F b A 9 NON Mb�: a 'F' x t N F EE APE x Ui zm °LUM.WSWM rAW®II...) AL-FAltMQ OORFORATION d CGI Wind°ws and Door°i °sOOV�D'O� i °as° aunssr orslvE suns no 10100 N.W. 257H STREETMum I, PL°m°A ssi73 3638) MLAMI. FL J3172 ro,tsael aruawo rnx t�o�aesavra Tu- (3m) 60.S-- E. (Y. mud�,n.woo_.ne INSTALLATION CONDITIONS FLANFLANQE FIR MF (APPLIES TO ALL FOUR SIDED) FOR ANCHOR PERFORMANCE VALUES SEE SHEET B SEALANT U, ]/e' •,• Yew i INSTALLATION TYPE '1' WOOD BUCK TYPE '1' ]bffiIEI: PRESSURE TREATED OS IDETAIL ONG WOOD I I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET B FOR DESCRP„CN ,� SEALANT I a•.. ; 2 7/B• BUCK INSTALLATION BY OTHERS I I• LVL I INSTALLATION TYPE '3VON�EE '3' WOOD BUCK PE '3' 11BIERw: PR65URE TREATED TYPICAL INSTALLATION DETAILIN�A��ON D�AIL I ON ALL FOUR SIDES/USING WOOD AIL" CHANNEL 3/4' X I' x Z14 x ,/B' 2-1/Y LONG AT ANCHOR LOCATIONS I WOOp BUCKS NOT BY CGI CORP., MUST SUSTAIN TYPICAL ANCHORS SEE ElEV. FOR SPACING SEE SHEET S FOR DES6 DDN SEALANT = • ' v � b . t . �N IEIN. 2-+/2• MDL INCT I eTIAL� ON TYPE '2' WOOD BUCK TYPE '2' TNER4:-PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES,/USING WOOD 3x� BUCK INSTALLATION BY GTHENS 1• YDI. INSTAL ONLATI TYPE '4V�]ON�EE '4' WOOD BUCKOD TYPE '4' MMIBL• PRESSURE TREATED TYPICAL INSTALLATION DE19LD��L ON ALL FOUR SIDES/USING WOOD LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT, ANCHOR LOCATION THEY,, TO THE BUILDING STRUCTURE WITH SHEAR CUP ,YRCAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET B FOR DESCRIPTION e METAL 0 F k T" M,K Ea .1INTURES cy 0 gcg I 04Cap \ a aB� U ATTACHMENT TO 5 0 META_I STRUGTLIRES � O ta OIU ,/C MGL TYPICAL ANCHORS v SEE SHEET F6 R DESCRIPTION I I SEE SHEET 6 FOR DESCWPDIXI C 6^ y n iiTii � 93�� � czVT Z5 �I 11 o - F� 11 I� I� R Upa.l tl1 F lip ATTACHMENT TO `o Q N I R APPROVED MULUONS V q PRODU�CxIaT�DREVISED rklida °�' �d 4 il g6§ BaBEin9=MtaM HOA41 . 17-091IL17 E pftti n oats 10MM2023 o d li dII 116 t 7 INSTALLATION CONDITIONS EQUAL LEG FEAME (APPUES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 nL� Ij 2-1/Y MIN INCr I/�I ATION NPE '1' WOOD RUCK TYPE Imo' UM PRESSURE TREATED � TYPICAL INSTALLATION DETAIL I ON At t FOUR SIDES/USING WOOD I I TYPICAL ANCHORS SEE E EV. FOR SPACING SEE SHEET B FOR DESCRIPIWN I it i V ,a•• 27/6' �' •: . BUCK INSUWTION, BY OTHERS 1' YIN INSTALLATTON TYPE '3' WOOD RUCK TYPE 13' ]IAI®IAL: PflESSJRE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING W000 I I 10 BUCKS NOT BY CGI CORP., MUST SUSTAIN DS IMPOSED BY GLAZING SYSTEM AND TRANSFER W TO THE 9UILDNG STRUCTURE. INSTALLATION ATION TYPE '2 WOOD BUCK TYPE '2' yATEB&- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ' BUCK INSTALLATION BY OTHERS TYPICAL ANCHORS m SEE E EV. FOR SPACING Z m SEE SIQET B FOR DESCRIPTION O u METAL F 61flUCRIRkS t/B' Tw- MN. D`I, O lY v;T 0 0€ � a It ATTACHMENT TO METAL STR IGTIIRES yqq�yI o ,� fA D Ci v N TYPICAL MCHOCR3 L . FDR SPACNNC i0R DESCWTTON O I�6 4,,,SU u x G INSTALLATION TYPE 'a' WOOD BUCK TYPE W &FJdinaf'a6-- 1dATEBIBL' PRESSURE TREATED NOA41o. 17-0918.11 laplPNon Data 102 021 TYPICAL INSTALLATION DETAIL ON ALL FOUR SIOESNSING W000 Miam pmaact S� J V7 « 1 nnmae eno. Yl9HN NF]CH 20' 24' 30' �• ]z• 38' 40' 42' a'I 24 ze• 32' 42" u' 30' 10 42'1 2W 24'I 25 I 30' 48• SB' 40• 4r, 2W 21V 2e 3p� 3r I �• ]8' 40' 42'1 2V z4^� 2e 24' I 2e',1 3011 99• ]e•I 4Y.1 20" 247 28' 72' 30'� 12• 1 ]6' I VALUES OF 01b47 TR M SNFET 5 FOR AT W O M B le MC. AT tr O.C. AT 10' O.C. 195A 1950 IMA 105.0 1951D 19S.O 129.0 17LO 192S 195.0 110.8 147.4 1 W.0 199.0 10J2 1NA 1Oee ism 96.8 lax IMA 195A e8A 114.7 lao 180.0 77.4 103.2 lax 171.4 733 0.3 19x0 195.0 1323 170.9 1119 195.0 110.E 147.4 1693 Ism 943 128.4 1e43 19x0 ee3 117.9 I"A 1010 e19 1103 12R8 171.4 73.7 6e3 115.7 1543 I" WA 1102 .14" IW e42 195A 195A I543 1933 I910 195A 121.0 161.3 192.9 t05.0 1103 13. 1e0.0 195A I= 1294 168.5 195A 90d 1205 1W.0 1873 Wx W7A 135.0 16R9 17.4 9AB 728.E 1W.7 7x7 011 1910 195.0 137.0 195A 185A t95A 114.7 1TI4 171A 19500 953 147.4 IWO 1054 91.7 1373 150A 1954 68A lax I Inx 76.4 114.7 I= t80.0 8R8 II= 1143 171.4 65.5 083 19x0 195.0 123.0 1e9.9 iamb Ism 1032 1543 1542 10.0 WS 1317. 144.0 195.0 me 1233 05x 195.0 77A 116.1 120A 180.0 08.5 1032 IND 1610 OIA 92A 1029 1543 U60 ee3 199A 105.0 1..T 10.0 1B5-0 19x0 1173 I 1753 1.- 1003 140.7 103.6 195.0 93A 1313 1514 195.0 W.0 123.1 135A 1.... 702 IOm 1217 171.8 70.4 -5 HIM 1950 129A 1W.6 197.5 19x0 1. 1503 100.1 199A 02.1 129.0 150A 105A 86.0 120A 140.e 19x0 M. 1119 zG• 24' ze• 7e' W' J2' 2G• z4• a. 2e• VALUES OF PERFORMANCE VALUES OF INSTALIATLON ANCHORS R lO SNrtT 5 FOe ODMIS 1107ppE DW. ANCHORS W/O SHEAR CLIP Ali -ES Tim sonCW AT 17' 0.0. A7 10' O.L L7 Sr OA. AR 10. O.C. NOIN I NDGIC DR(+)/01T.(-) FJR.(+)NR(-) m.(4)/INr.(-) zxL(+)/NL(-) 10-f/8' 26-.1/2' 3r 2V t95A 195.0 140A 195.0 155.0 Wx 107.0 MA 195.0 195A 772 1159 19-1/6 28-1/2' 3r 3e-3/8' 165.0 In.0 151.9 1.5A 181.2 1054 109.8 14RI 13&9 1819 76b 1"3 19-1/9' 20-I/2' 37• - 50-9/8' 195.D 105.0 183.8 101J1 19xz 195A 1to2 13eD 138A 173.0 793 902 19-1/r W-1/2' 37' 42' �• 195.0 19x0 1233 195.0 155Z 155A 894 1958 1112 194.6 BT9 111.0 SRO 171.4 562 2" 19-1/e 28-1/r 3r 74 1/r 195.0 195.0 nox 195.0 1".7 ism 64.4 191.1 11TS 1e8A 01J! 10xt TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' Dl4 KWIK-CON 11 BY 'HILiI' (Fu-I &l NSI, F)-t57 160 t /4' DIA LILTRACON BY 'FLCO' (FU-177 Im. FI-155 lag 1 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 1-1/4' MIN, EMBED INTO CONC. OR MASONRY �14 cue OR SEI F DRI I IN C RFNS (GRADE 2 CRS) INTO MWMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy 36 KSI MIN,) AxcH06c w/o NtR'411 cr-m AxcRGRc 1DTH e1n.H crm ALUMINUM : t/B' THK. MIN. (5063-75 MIN.) (STEEL )N CONTACT Y Il I ALUMINUM TO BE PLATED OR PAINTED) TYPI �I .F11r' DISTAH INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS fG - 30DO PSI MIN. C-90 HOLLOW/FILLED MDCK AT JAMBS V. • 2000 PSI WIL PRODUCT REVISED 1p11 U14 97 ' 4bmPNHve r4HN 1h• Flora• `.`PJPt! !�!'(/ 6Wlding Ooodd ` �;; uCEN,y��7�i N04-Na 17-0818.'li IrW0n 0•t• 11041=023 N. TOM * By OF MI•m • uct i�. 1 e 1PERFOIIMANCB VALIfE3 PERFORMANCE VALUES PEMRMANCE VALUES Ai.fJb'=M RUCK FRAE'1NC- DETAILc {�v i1 OP �: D:STALIATIOR ALTidHNllM HULK ANCHORS OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS UWADAnON ANCHORS RDU7 ro SNEEi9 3 111RU 6 . 1MT90N tlPAC10E5 ' OSE LOATH EVS 3 TH V11U6. R01DOIf D1Yb. 10RDOW DUM. I NDOK DNB. m�m ZO b �• 3 Y00M HOBNf DU.(+) NIX-) WIDTH I FimIiT FM.(+) MT.(-) W10Tt1 HEIOHf DR.(+) 20• Ina 120.0 19-1/8- 110.0 1910 24' 90.9 12U Y6-1/2' 110.0 1910 ; a ap 1. 110.0 170.0 195.0 195.0 211, 30-, 26, 28' 78" 80.5 110.3 37' 110.0 184.'! 30' 783 104.7 42' 110.0 1524 �'• B i0i 110.0 110.0 168a IB24 327 38• 32• TA.O 800 19-1/T 110.0 185.D •11QD 1795 38. 110.0 177,3 36• W.0 .4 26-1/238-3/e• 110A 1716 1` 1112 145.1 407 21' 102.7 120.0 3T 110.0 1083 0� 42T 97.0 12D.0 24' .2 12MO 42' 05.7 120A 86 2E• 78• 77.E 12DA 18-1/e' 110A 195.0 0 2C 110A 178a 211 IWO 159.6 1. 71B lot_f 2-1/2-5/B, 1W.0 131.7 Cq 88p Gq IN:. 146.8 28 32• 60.0 mo n- ".0 120.0 30 42' 10531 141.8 20' .42' 89.8 110.032, 100.7 7]d1 24• 19-1/8• 1093 14938107.0 01=120,0 1.64• 26-1/Y N' 84.a 1162B52 120.0 120.0 30' 3T' 87.9 Bit4R1 32' 42 80.0 BD.O AT B' R10M ENDS 17' D.C. MAX. AT JAMBS 19-1/8' 110A 154A - 24' O.C. WAX AT HEAD/SILL ED 120.0 201, I= 195.0 24'I 26� 110A 177A 26-t/1' 7h1/4' 00.4 118s 014 5M.5 37' BOA 80.0 AT B' F. gg 110.0 110.0 1-2 154.8 30I MAX.AT 19-1/8• '1085 12MO X WVLJ 0�[�7L1 77• D.C. MA. AT JAMBS ' 24' OA. AM7L AT 1@AD/S11 0 3 00 46• 26-1/2" 70' ".0 1152 3 109.1 1D15 120.0 1204 32"I 38I 3r B0.0 60.0 k as1 ai I y fB-1/6• 1082 12DA 098 1wa 40'� 42', BSA 120.0 18-7/1' 77' 827 1114 37 60.0 60.0 S 1� V 20•� 110.0 174A 247 TA' 110.0 I&LOA�m • •, . ••a.+::. •' 3 � 'a Z f0 i0_R 90.8 170A �. 95.5 120.0 a'• U 912 662 120.0 11&2 32'I _ .+ I :• ^AAITPU L ANCHORS TYPE 'A OR 'B ANCHORS TYPE C F O ]5', FROM ENDS AND AArFRON DS AND 77• o.C. MY. AT JAMBS 17" O.C. WAX AT JAMBS b m.e IIDA I1r UK 2070E DW. 17. OA MIT. AT NFAD/SILL 24' 1 MAK. AT HEAD/SRL 1' MIN. I eTION 'S' INST�ATION T1PE 'B' 20�1 11D4 WA I5 1110 24' IN�YAI TYPE TYPICAL ANCHORS: SEE B". FOR SPAONO 29Y WOOD BUCK OR WOOD STRUCTURES o p p R fias 119a ]D• s•� �, e2A 7t3s A - 1/4' DL_ KWIK-CON D By 'Hun' (Fu-te3 ICA y-757 Ks) TYPICAL INSTALLATION DETAIL PRODU1C91T0BREVISED c (+ R 7ew toB.e 38'7 73A 101.7 DIRECTLY INTO CONC. OR MASONRY ON A.L FOUR SIDEC7(Uswf: el MIN M B 1 .K cVCTFid em�BC .11h the Fbdit R M g 40 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Now . 17-091B.11 eDa 60A 42• BDA BOA B - y4' DIA ULTRACDN BY 'E1C0' (Po-177 M y-155 KSI) Eaph.U.. Date 10R5=3 DIRECTLY INTO CONC. OR FILLED BLOCK s45 1-1/4' MIN. EMBED INTO CONCRETE .Dfis o8g�o26'i 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS .055 [ 0 E ` - ' '91.3 20' 24•; 170D 107A 171.0- 1=0 Bs9 120.0 120.007J 411,1� C - A14 SMS (OWE 2 CRS) 552.530.]MA6DAINTO 119.7 26Y WOOD BUCKS OR WOOD STRUCTURES60A 1-1/2' MIN. PENETRATION INTO WOOD20,, •9W K9. % TYPICAL EDGE DISTANCE_ •' f} - NN y g �, } WA 247I 110.0 97A 1 12'A 26• 71• INTO CONCRETE AND MASONRY a 2-1/2' MIN. ��IINUM BUCK OPTIONAL COVER BEa n7.9 ]oil 61.7 1110 INTO WOOD STRUCTURE = 1' MIN. 6063-T8 8063-T6 Q J �]j, of •\ Orv.ine ne. 77.0 60.0 tote 60.0 32' 3C CONCRETE AT HEAD. SILL OR JAMBS f e - WOO PSI MIN. .!3 A ' C-90 HOLLOW/FILLED BLOCK AT JAMBS V. - 2000 PSI MIN. s/�IAl 1'"11` T 11111 H/38-1 OQ sheet of El M I•AM MADE ML4aH-DARE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy —D or oinpnylInc. �12195 NW-98a'Avenue Hialeah Gardens, FL 33018 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). 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. DESCRIP-TIONT:-Hurricane Master-M-odel-824"18l Sttet3 ctional Garage Door up fo 9'-4' Wide w/ Window Lrte Option (DP -t ki, -60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01 /2001 and last revised on OCT 05, 2017, prepared by Al-Farooq Corporation, 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: La be and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. TER UNNATION 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 916-0330.02 and consists of this page i and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. DAB Door Comuanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 0.1/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. BETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. haq L Chanda, P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date: August 9, 2021 Approval Dater December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" I. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved -on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228. 02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by 1. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade .Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I7-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products; LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2.018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/21. le,`-9 1. Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date: August 9, 2021 Approval Date: Dedember 14, 2017 E -3 �nigmmgjrw® 7-1/2' X 3' X .071' GALV. STEEL END ROLLER HINGE WITHOUT DDELRIN SLFEYV/(SID.) WITH DELRON SLFiYE (OPTIONAL 1 p • _ _ X71- NGE i r 11 a W1 () 114 C� HINGE 1 _ WIT (4) /14 % SMS WITH DF3RON SLEEVE (OPTIONAL) - B LOCK \ DOOR 11 1' W X .15' THY, LATCH ;. 1 STANDARD LOCK SPRING LOADED SUDE BOLT (BON SIDES) FASTENED W/ (4) (14 IT 1/2' SMS. -- 8/8' MIN. LOCK ENGAGEMENT _CONFCRMS TO SECTION 1008 REGWIXNO GytAG€ DOORS WITH (2) #14 X 5/8' EMS TOP FDOURE 5-1/2' X 2-3/4' % 0.1' SEER PATE WITH ONE 5 18-18 MS W/ NUT f1ASTEHED TO END SIRE OPTIONAL DOOR VIEWER (8) 114 % 3/4' SELF DRILLING SCREWS ///---TO DE INSTALLED AT / CENTER'SDLE CENTER STILE � / F- ® i®' i I I / (3) 5' WIDE AT 7' O.C. MAX. OPENING AREA ,NOT TO EXCEED COLONIAL DESIGN 120 50. M. MAX. DOOR WIDTH OPTIONAL ELUSN FA WOOD GRAIND61oN `BRACKET BRACLLr� INSIDE ELEVATION DAD DOORS INC. STD. LIFT DOOR LDDOREOPnONM RAISED PANEL EMBOSSED DOOR Hurricane Master ® Model 824/B11 Ma%. Sze g'-4' % 16'-O' High A 7-7 8' X 3-1/8' X .010' With Window Lite Option StF� PRATE #14 X 3/4' SELF DRILLING SCREWS WY BE USED CENTER ,STILE WIIN (4) /14 X 3/4' SOS IN UEU OF #14 X 5/8' SMS DESIGN PRESSURE RATING = + 50.0 PSF a 5 Ipg p pp @@ P p 1 1 OUTSIDE GENERAL NOTES - 60.0 PSF W1NDlE w g g END STILE 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE LA REQUIREMENTS OF THE 2014 (57H EDITION)/2017 (6TIA EDITION) FLORIN CODE, 7AS�-20Z TAS-201 kTAS��3�FOR NW1�2 o BUILDING CODE INCLUDING MOH VELOCITY HURRICANE ZONE (HVHZ). ASTU E16ee-OS A51M E1996-09. LOCK EVER GUIDES w d WS'rALLID ENO SIIIE 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENTON TO BASE THIS PRODUCT IS RATED FOR IMGE MISSILE IMPACT o ^� B g ry-ry 1 '� e WITH (4) /14 % 5/8' SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. . s 4 •�GAG6 M LOCK BAR 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1 1111 111 c _ ON EACH SIDE DF DOOR 4. MATERV,LS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT `II�PQ Mi AA COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE _x� `� OL_TS_IDE KEYED LOCK (OPDONA11 REQUIREMENTS OF THE 2014/2017 FLORIN BLDG. CODE R ADOPTED STANDARDS. �:-E • V10 aF q Q LOCK BAR RACKING SHOWN 5. THIS PRODUCT NATIONAL IS GENERIC AND DOES NOT PROVIDE INFORMATION '• B ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOWDY MLUDUCrIII.A j = LOCKS SHOWN ABOVE *� y S .I OF STRUCTURE RECEIVING THIS PRODUCT AND SEALWG AROUND OPENING FOR �wFD�ENNA .WeA16 WATER INFILTRA71ON RESISTANCE ETC. 8 i 9 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, N4.('j-fD( .fg AND TO BE RENEWED BY BUILDING OFFICIAL. LfPOellt.lile •. OF ••� drawing no. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION / ' SIN' • �`` 0 —O9 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1709.9.2. C.Arlll, AL 11AA Wheel 1 of 5 FOR COH I -I— OF WOOD BUCK 1O MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 033 S.G. yT... 11 IV 1 LIT YIN. I 1 1-3/16' SFEEIIRAGK %X.102• BRACKETS SEE SHEET 3 , SPACING I! c�1 .024' SR PARE. OUTSIDE OF DOOR tACN BRACKET FASTENED SOLID BRASS DDOR VIEWER 1 •B Wm1 BY 'SCHIAGE SECURITY HARDWARE' 1-s/6• L1G SOP EW IN IN 9/16• DIA. HOLES IN CENTER STILE HRFMm) POSITIONED AT EYE LEVEL BRAG(ET O SmP YAUmINC BY DOOR INSTAl1Efl _014 X 51V SYS 3/C X Y x 2-1 //2' % 6 PER HINGE END SIRE. C IN 42 TO 1/2' X 1-3/4' % .059' FORMED STEEL FLAPS AND III W GLUED TO PANEL AND SECURED TO SEE END SIRE WRH 3/16' POP RIVETS O 12' O.C. 1-7/6' X 2-5/8' X .045' STEEL TO PAN SILL/ GILLED 6- IRATS �ro PARE YY/ (4) O AN RW POP Re rf/4GE 8' Sl/S ZINSTALLEDON ROLLIIi IllETENED ro PUTFs W/ 1/4-2(x 6/B• TRUSS HD. AOII}II Y.S @ lDQ( NVT u� �u 7-1/2• X .071' GALY. STEEL CENTER HINGE 7-1/2' X 3' X .071• SECTION fi-B I END ROLLER LANCE INTERIOR SIDE 1.52' DIA X .50' STEEL ROL 1.82• DA. X .W NYLON ROLLERS 2.75' C10. % .50' STEEL ROLLERS 2.75' DN. X b0' NYLON ROLLERS 24 GA. STEEL 3/16' ALUM WI $ F FLAPS GENE OVER PANEL 1/2' PUNCHED HOLES I c yT I o I a I 01 I G I I END STILE ¢ 0 m ANCFIDRS AT TRACK RRACM o A) 3hP DLL oewtn-RDIT BV •P my 2' WN. EMBED R1T0 CONCNEIE U T y M P 1-7/8' MIN. EDGE DISTANCE i� Q B) 3/rY DV NL. SL._ fM 'NnTY 8 y' m 1-1/4• MIN. EMBED INTO CONCRETE OR SUED BLOCK O 1 m 1-5/8' EON. MOE DISTANCE INTO CONCRETE V 9 4' MN. EDGE DISTANCE INTO FULLED BLOCK F '�, �°, n EDGE CONCRETE . 3000 PSI YIN. m m OTSTANCE I �� GROUT � BIOTIN fm - 20R0 P9 YDL o�� `: `. .tit. 3/18 xRODUC(REYI6B0 AMC TYPE A OR ®.grx.wa.rwu. daA�� EE H �hCIRT B Sf? SNEFT J PoR BRACKET SPACING fll'K,/4-21) SS BOLT k NUT g° 9 a M T R 706BQ = y7 a, k • TEOF`� dr..ing em s:_ •.......... 9. 01-09 % J' % .104' 5/16• % 1-5/8' LAG SCREWS NW WOOD OR 5/18' SLEEVE ANCHORS ET ON EACH WE WITH 1-1/4' EYBEO DITO MASONRY \ H 14 % 5/8• S.LLS. _ _ 3 PER BRACKET V. STEEL ADJUSTABLE D TO BRACKET 2-1/2• % 4-1/4' % 13 GA STEEL PLATES %�• IU HEAD _ WELDED TO 1-1/2' % 1-1/2• % 14 CA ANGLE IRACIET 70 TRACK W(TH (4) 1/4-20SS. BOLT k NUR LOW HFADROOM DOOR \ B¢oNR1 REINFORCEMENT 2' K 1-3/1• X R59' FORMED 5TEEL y % 5_ LED To PANEL ANTI FASR/ED TD RTCAL STILES WITH FASTENED w/ (4) 14 1 3/16' POP RIVETS TOP R LOW HEADROOM HOTdLONfAL REINFORCEMENT l L2m EEL TO PANEL AND FASTENED TO VERTICAL SME5 WITH (2) 3/16• POP RIVETS 5/16' MEETING RIB AW.W DU. % .50' ROLLERS / .44 DW % 4-1/4• STEM OPTIONAL INSULATIONS: BY'OYPIAST PRODUCTS TIC MO-25 POLY-ISOCYANVRAM DENSITY • 20 PCF N.OA. /16-1108.04 OR — BY'CELLOFDANA NORTH AMERIG' DENSITY • I.. PCF NAA /15-1203JN OR DE 'UTTT - G.9 N.OA J17-0221AB .14 CA, CAM SIM `ROLLER HNGES FASTENED W/ (4) f14 % 5/8' SUS MN..a2V ROLL TORMED STEEL PANEL DRAMNG OLLAW G-AO MN. YIELD STRENCIN - 34 K9 WITH POLLYSfM PAINTED TOP COAT APPLIED 10 BOTH SIDES OF STEEL 12 GA GALY, STEEL BOTTOM BRACKET FASTENED W/ (4) /14 X 5/8. SMS QJ/ BOTTOM SEAL OPTIONS SEE SKEET 4 I "TICK A -A 2 % 2 % 1/B' HORIZ ANGLE CENTER SU HF OONT R RFLW ORIZ. TRACK N H 000� WITH 7w0 MgpS AT tX, SPOT WELDED1 EDINO ! R. I�( REST AT B' D.C. CONNECTED TO FUG BRACKET ANGLE O W/ J/B-IB % J/4' BDLT 6 NlR q 11 A -- J (2) 1Y0/4-20 % 59/HB1'' BOLT & NUf 52. TRACK LEN01H - OPENING HDGHf PLUS 12' ^ S � A VERTICAL TRACK rU GA. CAM STEEL TRACK 2-1/8% r % .BOB' SECTION A -A Cy Gong Fitt silo i •-SECITONS ARE NUMBERED STARTING AT THE BOTTOM m FOR DOORS MORE 7WW 8 FT. HIGH. USE ADDmDRAL TRACK BRACKETS AT 10' O.C. m ^ 1ARODI;LrMET/EtIDc LD � "' % 2�16K % 3321'EX.0 0 �Hs�y4.t+M�1L. aFeHA.; t ¢ Ct 116, ECTED TO TRACK WITH / /LTSLn L>MBJS 'i p OI c p /4' BOLTS A NUR. I k V E� ' CMwI F � i � •'3 W m Qm P O —J. Q � C VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADR00M DOUBLE TRACK AVAILABLE TRACK OPTIONS, - DOOR � SECTION HDGHTS BRACKET PlACF7/FNR �'M 1ST 2N0 3RD 4TH STH BI @ B3 B4 BS BB B7 BB 6'-D' 18. 18' 18' 18' N/A 7. 1b 2' 11-7/4 23' 34' 45' S6' 67' - 8'-6' 21' 18' 10' 21' N/A 1' 70 2' 11-7/4' 23' 34' 45' S8' 67• - Y-0' 21' 21. 21' 21' N/A 1' TO 2' 11-3/4' 23' 34' 45' S8' fi7' T'-8• Is -I;:: 18' 18' 18. 1' 70 2' 11-3/4' 23' 34' 45' S6' 87' 78-1/4' 8'-0' 21' 16' 18' 21' 1' 7D 2'11-!/4' 23' 34' 45' b6' 87' 78-1 /4' lR BF � dnlringa b ' � a D�•''.O 0 1-09 60— LO O�••ra zvVa`�r 6Q1..p o � 4 Ap 1111 L1 �. 3aIS H3L3 1V STGAT JOBS (C) /M •aH SBN l .B S%OL-Y/t (L) /M 310NI 'Jr100 OL 031.'13NN00 S3LYId NOYHL 01 03N31SYd 'ONdO NOW 3AOBY '0'0 ,Bl 1Y 'ONdO I,IN NI '0'0 .Ll 1V yg Yj3 �� Z 0ND1 fi SL3x0YNB 1W Q g 3 MRS •A" NO LL Mf z/L-L 3ClyV 33315 121, L/I-1 Mvj q \ JON V H3N6VM HILM fjj)]] u N O NIA ISd OOOZ - OL.L NDOTB am 1/IONO 06-a YA1 .9l 9 TOO ISd OOOC - 03 3138aM to m A3.-- W~IM Z l-L 'aNW AS T1V-3A3318 B C 03SOdy6 WYOI 3Xl JtlOddrtS JSOfl Z .L 'ONO 5831Wd A0 LIOB-H3M0d 8 C SH3180 AS Mnivwis 1331E L 1-L ADDIS Q3Tld .1W AB 1108YNM1 . 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MAIN MIS .X3NH• .%/C x 9/ NO SM3tlr ONR6tl0 lA6 1,1111 I -amZ/ V/C- A .ZL ./f-L /L IU d Vn 6•SL9 - MUM 09 % SIT) - BFW Had aVOI (-)NOWUNI NMocM V ,.d t;n rTcz - L/(JSd OS % X11) - GYM Had OV01 WHOM143 KIND" • IM103am N(hin " ONMMB AB 03WHddV CNV a3AL31A3H 38 AM NOBVr1V15N1 NOW 'OHW3H H33 d0 WON3ON HUM 50NIQ1NIB 1ldatll3tl N IN3N30VWwNL000000 M °350dN1 SaM illOddAS OM 38ft=W9 ONNHOddnS JO: ADVr103av AJa13A OL =MH3W 80 aNOMM AD UMN1'JN3 NOUMIL D' M3N NOA "JSIa am 'NN .Y 'MSS •Nlrl •Y/L-t HLLM '11M ADMB QITlU 1rI0NO 01M '0'0 B ADtia'Q BI d0 DM3VdS HLVA ,MOI AB 313375 093 .Bk 30WISIO 3DM -HIM ,Z 038TL3 •WN •L/L-Z NLLM '313NONW 5d ODOC O1N 'O'0 ,YL d0 M. HLIM MN, AS MOl .9/C TO .711 AV NO .0313. A8 Xr •B/C :%T,9L/L 3]NV190 3003 "MAT ,1 03BN3 't{IN .Y/C-L HIIN W80NOD L9d WOf OWN " AT ®� 'Wn .L/L-L UM `TIVM ND018 03MIJ MONO OWN •Oro .n d0 ONIMS HUM •8N3MOd• AS H3ddVl .Y/L MwMa 30M d Dow 'NrA .z/L-z ¢38113 mNm .. 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WIDTH 18�' II #g�E RIGID PVC ONE PIECE INJECTION MCC * INTERIOR FRAME PVC ONE PIECE INJEC110N ly p O d _ Ijl jj� t I (1) x J/4' Sl6 01FRDM ENDS AND B-1/x' O.C. MAX. i W 6 I L i!i IIII X .OBx DEEP A B C !!i! GROOVE GRO Y j ili �I! 1/4 POLYCARBONAIE i 'C i D f 0 0 0 C C m ^ M .• I:I PLAST SY'SA®C INNwAIiVE PI/911CS' NOA /15-0915.as III IIII C 6t o alL If ED � 30G1 o W i!I! 02E I�I U.J I1 ^3-r IIIj I!I! j!I! ' i !III IIII 175 V ,062 DEEP 3 0 EED 1a NN ��O( III Tpp Ly401�D`Y qq € qE R c 1 !1! III It (4) dB X 3/4' SYS 0 1-3/B• FxoN [No5 AND 8-1/x' O.C. YAX IN$IOE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS Pn/�ef m m g > $ B gg $ $ I WINDOW LffES CAN BE IN ANY LOCATION IN DOOR SECTION I II /D X 3/4' 9,4 C O 3/B' FROM ENDS AND 4-1/2. O.C. MAY.zi 17s % .082 DEEP GROOVE Om�•-a,��� i je % 3 4• SMS �.I.ENDS_c.MAx.r- _ ----- 7/1V CIA. WASHER - * • * 1i DODR PANEL DOOR PANEL1 24 CA (.024) STEEL MIN. is/Is, YIN. EXTERIOR D.L OM ' OP �`` droMIng no 24 GA (.024) StPE1 YIN. CLA2WD BILE WINDOW WINN ORIO�'.+' 8S� .... �` 01-09 Pheet 5 of 5 fA1'1 IA1 ! I MIAMI-MADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DAIISION T 6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.00v/economy I>rZ95Z98thT=nu'e DEC 112018 E Hialeah Gardens, FL 33018 ST. Lucie County, Permitting 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 i used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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. -Window Lite Option (DP +40.0, -".0 PSF) APPROVAL DOCUMENT: Drawing No. 05-03 Rev I, titled "Sectional Garage Door", sheets 1, 1.1, 2 I' through 5 of 5, dated 05/16/2005 and Iast revised on AUG 17, 2017, prepared by Al-Farooq Corporation, 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: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 16-0330.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 FILE DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 05/16/2005, with revision H dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.06" 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, PE. "Submitted under NOA # 06-0817.07" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 05-1446, dated 05/11/2005, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.03" - 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.06" 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E. l � t�.. �, � • LIB � __ Ishah I. Chanda, P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.1.5-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Sella, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5 h edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. �41,�- 1V L L 4�, �,__ lshaq L Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 05-03 Rev I, titled "Sectional Garage Door", sheets 1,1.1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5tb Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #16-0330.01, expiring 03/29/22. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E -3 0 1//P % ,B GA TOP FIXTURE 5-1/0 X 2-3/4• X 0.1• CENER HINGE �- PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER % 5/8' EVE G FASTENED TO END STILE WITH , ANY CENTER INSTALLED SIDE RDN SLEEVE (STD.) (8) /14 X 3/4' SELF DRILUNG SCREWS 7-1/Y X 3• % .071' DAILY. STEEL / B B CIXIEIi SOLES END ROLLER HINGE r W/ (6) /14 X 5/8' SMS WITHOUT COACH SLEEVE (STD. Be r WITH DELRON SLEEVE (OPTIONAL) p B CE HINGE X 5/B' SMS 2/ DOOR ._ _- N SaFll-lMll ' W X .15 THY. LATCH 1OCKED ` SLIDE BOLT (BOTH SIDES)�`e / (4) /14 X 1/2' S.M.S. 5/B' MIN. LOCK ENGAGEMENT COESORUS TO SECTION 1008 REGARDING GARAGE .15B DLA GALV. AIRCMFT TWE • W/�YII�L 5 71p _ RSIiEIYESS FAC P • e G W X 3•X STEELOd' TS l • J WITH (8) +14 % 5/8PU' SMS BRACKET BRACKET STD. UFT DOOR LOW HEADROOM DOOR OP'fi0N 7-7/6• X 3-1/B' x .010• STEEL PLATE WITH (4) /14 % 3/4. 50S I II -II II -II II -II 1111minimumI MomIMoll1 II -II ,W,„�—�� - I�.-d hMd A hid limed 1 I1IMINNi - I 0=II■V�(IIA Il�ll �II �ql� I)I 111��I)�q IIUI�g1Ul®'ii4 hid hid h�a Y Ir��G I���� hid Ilw.d • �hid II,I�II■Il�'ll� II�J� I(!�J� I)1=111� I'�(i �III'�(IIII��'IIiA -IQ'� iU � i� IIILJIIIL■�JIIIL�IIII�N it �91 L I�G AREA NOT To EXCEED COLONIAL DESICN� WOOD GRAIN DESIGN L-A 120 SO. IN. ". "OR MOM I' CENTER SOLE OUTSIDE HANDLEtZWITH END STILE R GUIDES D ON END SIDE /1♦ X 5/8' EMS OOK BAR RACK ON EACH SIDE OF DOOR OPTIO j OUTSIDE KEYED LOCK LOCI( M SHOWN ALTERNATE 10 SPRING LOADED SLIDE BOLT j! LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING - + 40.0 PSF r10Daukct- 44.0 PSF �14 X J/4' SELF DRIWNC SCREWS NAY BE USED I 0 r IN LIEU OF j14 % 5/8• SMS EM1dI4i AagYen. -041 '11 DAB DOORS INC. pNoef�Due i•u lHurrFrnne Master® Modal 624/811 Maw Size 16'-2' X 16'-0' High WTth Window Ule Option GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH DOM N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DECALS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPEORED EMBIEDMENC TO BASE DOOR TESTED M ACCORDNTCE WITH THE REOUNEMENIS of MfaM BUILDING CODE, TAS-2o2• T/S-201 k TAS-aO.T FOR z AND MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ASTM E1NG6 /ASIM E199e-09. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i%•J.F :Ui7 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SHALL MEET THE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS` pJ�•'�... REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. �: JOBNSP .v 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRO\4DE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR = WATER INFILTRATION RESISTANCE ETC. y CONDITIONS NOT SHOWN IN THIS DRAWING ARE 70 BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICNI. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION - O.(�-•- OP �: C'•� �D�•'��,[[-..��` IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 9 no. 0503 \k`kk`\�/®\`\i-i�t§| /) ) k\� )k% mill 1 § §§§§q�1§ §§§§\§ §§§§§§ JIM! §§§§§§ . ...... .... . ..... .... ... . |3 2 2 ` \k ; v �� 2 ` 2 § �q q «7IE 869§ ;2 §§ § o»©— i sm« _��R A�DAB m.__�, :moe__ Ave. ƒ_, It .G� a3�°fc \ �—,. _ -- _ _ I/2• X 1-sµ• x FOINED TORE OF EACH 16 GA X 2-1/4' X 3/4' % 2' DALY STEEL LLSNi REINFORCING TRIM TRUSS FASTENED TO VERTICAL INTIONiDNTE STILES W/ TWO / 14 % 5/8' AM TO END SIRE W/ FOUR / 14 % J/4' 9ETF DRILLING SCR 16 GA X 2- le X 3/4' X 2' 1 I 19 GA. X 2-1/{' X 3/4' % 2' DAILY. STEEL UZAR REINFORCING TRUSS O BODOY OF PANEL TRUSS FASTENED 10 1_A—L G�LV. 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NAIL. 175 X .062 DEEP GROOVE 1/4• POLYCARBONATE mm BY 'SABIC INNOVATIVE PLASTICS' NOA /15-0 15.06 X A62 DEEP DYE (4) }B X 3/4' SMS -0 1-3/6' FROM ENDS AND 6-1/2' O.C. MAX. }e X 3'4' SIAS 0 3/6 FROM ENDS AND 7' O.0 MAX DLL WASHER DOOR PANEL 24 GA (.024) STEEL NN. L 24) STEEL ON. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE Aoo 230 �� 5 1.1.176j_� 4 1.725 6 R ryg q k-200 Z C i e V� Sd * EXTERIOR �p�E WCID PVC ONE PIECE INJECTION 'k INTERIOR FRAME PVC ONE PIECE INJECTION W m 9 % ? a Ir X O W OS R y ZZZZ m E r o m o V � INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION SMS C 0 3/6' FRON E% 175 X .062 OFEP AND 4-1/2' O.C. 101K GROOVE 6R02DErQYim 1 1.1.r1'.F-d"' -------- Am�mwN.171eVIA EXTERIOR 4Z 8m4i D. 3.. d!05 9 03 1. THEP DUCTSHOWN HEREIN IS DESIGNED AND MANU CTURED TO COMPLY WITH THE CURRENT EDITION FE BUILDING CODE (FBC), INCLUDING HVHZ AND HAS ALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X WOOD & STEEL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. FOR NON-HVHZ AREA, INSTALLATION TO BE REVIEWED BYAHJ (AUTHORITY HAVING JURISDICTION). S. DEVIATION FROM THIS FLORIDA PRODUCTAPPROVAL IN HVHZ AREA REQUIRES A ONE TIME APPROVAL FROM MIAMI-DADE COUNTY RER OR AHJ. 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 7. DOOR MATERIAL: MAHOGANY OR OAK WOOD AND 6063-TS CLADDING 8. SEE SHEET 13 FOR PANEL DETAILS. 9. SEE SHEET 17 FOR CONSTRUCTION DETAILS. 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM COMPONENTS SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FBC REQUIREMENTS CHAPTER 20. IN INCH & OUTSWING N • IMS (HVHZ) (IMPACT) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION & GENERAL NOTES 2 - ELEVATION & ANCHOR LAYOUT 3 - ELEVATION & ANCHOR LAYOUT 4 - ELEVATION & ANCHOR LAYOUT 5 - ELEVATION & ANCHOR LAYOUT 6 - ELEVATION & ANCHOR LAYOUT 7 - ELEVATION & ANCHOR LAYOUT 8 - VERTICAL SECTIONS(OUTSWING) 9 - VERTICAL SECTIONS (INSWING) 10 - HORIZONTAL SECTIONS(OUTSWING) 11 - HORIZONTAL SECTIONS (INSWING) 12 - ANCHOR DETAILS, ANCHOR SCHEDULE& INSTALLATION NOTES 13 - PANELDETAILS 14 - COMPONENTS 15 - BILL OF MATERIALS AND COMPONENTS 16 - COMPONENTS 17 - CORNER CONSTRUCTION 18 - QUALIFIED CONFIGURATIONS DESIGN PRESSURE TABLE MAX FRAME WIDTH MAX FRAME HEIGHT CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 100 3/8" 123 1/2" +72.5/-72.5 PSF LARGE MISSILE IMPACT 511/4" 1231/2" X. an PREPARED BY: Ilk BUILDING DROPS, INC. 398E.—aMa MM,M333 oamas3aw.R3M cart: (9soPae.a333 rn am 3 z � ^LL`a 3gmo oa t7 Cca O y p a ,' 4 3 Oa ..7J Apo r REMARKS I BY I DATE 'It STATE OF Vi & FL26893 DATE: 03.16.18 DWG. BY:BY: HR HFN SCALE: NTS DWG.#: EWD012 SHEET: OF 1 UNIT MAX. HEIGHT 121 7/8" UNIT MAX. WIDTH 98 5/8" 9" MAX. FROM CORNERS A e B e 1 8 9 8 9 33 5/8" MAX. O.C. D4 E F 10 SO 10 MAX. PANEL A B C HEIGHT SO 10 10 120" MAX. LEVER DISTANCE SEE NOTES BELOW 12" MAX. 1 FROM CORNERS MAX. 3"3"3 FROM COO RNERS fJ 4" MAX. MAX. PANEL FROM WIDTH CORNERS 3"3"3"3"3" 3"3' 48" 81/4" MAX. O.C. SPACING TYPICAL ELEVATION ANCHOR LAYOUT 81/4" MAX. O.C. SPACING 1 NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP,12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. S. LEVER HEIGHT SPT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. PREPARED BY: ft BUILDING DROPS, INC. .. E. DANIABFACH BLM.,SIF M -A BEACH, fLn3 vx:IssA1358Bs]e fAX:195C1]AfAM W FB: wiw.builGl�Emps.rom OF fo ''•,ems I "..�,G` .�`� F. % f evF ar�[y F��B��3yviHo�us]a FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: P%A/rV11,) I z J MA) HE 12: CORNERS 12.5" M O.C. 12.5" MAX. O.C. SPACING 4" MAX. FROM F CORNERS 4r MAX. FROM CORNERS TYPICAL ELEVATION (3) 81/4" MAX. O.C. SPACING 3"3" 3 1— 81/4" MAX. 3"3"3"3"3"3"3" O.C. SPACING ANCHOR LAYOUT NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN.ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP,12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. 5. LEVER HEIGHT SPT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. PREPARED BY: /Z BUILDING DROPS, INC. 398 E DANIA BGCH B=,B3E DANABFACH,FLnW PH: MQ399 . FA.N:(93G)��AAM w--.Bullaingtlrop — o z � p° e O dad N 3 O p1 x z mix 4i z rn e z z Qo ayl O N 6 r REMARKS BY DATE DI WRI33BN CON3FNFDF BURRING DROPS,— ALTFPAtION; AODDIONS, NH:NLIGNNNG.00.01NF0. ? * IN S A OF a: i .xo. Zb eR E. IA v. nr `��� 7a'�v r'FM9"Ft'1DYl�.':ssre FL26893 . DATE: 03.16.18 SCALE: N ( 5 DWG.#: EWD012 SHEET: OF 18 3 r MA) HE 12: MAX. UNIT NEL T 48" ELEVATION 8 7/32" MAX. O.C. SPACING 4" FF COF 4" MAX. FROM CORNERS 3"3"3"3"3"3"3" _ 8 7/32" MAX. O.C. SPACING ANCHOR LAYOUT NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP, 12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. 5. LEVER HEIGHT 5PT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. 8 13/32" MAX. O.C. SPACING MAX. IOM HERS t i 12 3/4" MAX. O.C. SPACING 4" MAX. FROM CORNERS PREPARED BY: Ir BUILDING DROPS, INC. 398 [. D11NW BEACNRLaiE330 on"u eFac", n3333ooa FR:(9M)399 . F-(999)9G nS YlEB: www.builtll�dmpsmm 0 zNN� amp^ t o y �LLa� O xo z<— z rn < c a z sg c oa � < ��• O h C3 w C` 0 f- F REMARKS BY DA' :*' Al ='o SA OF ee r. A • �zg' ijl'9"I<t IW2.. FL26893 DATE: 03.16.18 DWG. BY: - CHK. BY: HR I HFN SCALE: NTS DWG.#: EWD012 SHEET: - OF 18 4 < TYPICAL ELEVATION 4" MAX, FROM CORNERS 4" MAX. FROM CORNERS ANCHOR LAYOUT NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP,12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. 5. LEVER HEIGHT 5PT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. i 12.5' MAX. O.C. SPACING' 4" FROM CORNERS -I PREPARED BY: /Z BUILDING DROPS, INC. 39B E DANIA BBACH BLVD., M 338 DANIA BEACH, R330 PH: 1m)399- n FAC I—)— WEB:wwv.WB6igdmpsmm N^ C O oLLda 5 3�m oom O � q�x� z rn c a a 41 3 ° ti � ri O 30 F REMARKS I BY MATE 1 � SIAYf' OF ur & FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. a: Fwnnli MAX. UNIT HEIGHT 1217/8" 1 9" MAX. MAX. LEVER 25.33" MAX. DISTANCE O.C. SEE NOTES BELOW i 12" MAX. FROM CORNERS MAX. UNIT WIDTH 49 3/4" u MAX. PANEL WIDTH 49 3/4" MAX. PANEL HEIGHT i 14" MAX. O.C. SPACING 4" MAX. FROM CORNERS QQ Y 4MAX. I FROM CORNERS ANCHOR LAYOUT NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP,12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. S. LEVER HEIGHT 5PT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. PREPARED BY: I BUILDING DROPS, INC. 398 L DANU\ BEACH SM,M 338 DANIABEACH, R3M PH: 19M)399 M —: (93d)1MA]38 WEe:www.b"ildingdmpsmm , z p ,1p•, ry amri^ C p gy m O o = z z ca— mgx Z o� c a as z l5 0 0 Ci �O E= r ..m We 1 S IAYk OF V' � FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: EWD012 SHEET: OF 18 6 MAX. UNIT WIDTH 9" MAX. 51 1/4" FROM CORNERS A e A B 8 8 9 9 MAX. UNIT HEIGHT 122 5/8" MAX. LEVER 33 7/8" MAX. DISTANCE O•C• 11 SEE NOTES BELOW I 1 12" MAX. FROM CORNERS MAX. PANEL — WIDTH 48" 4" MAX. FROM CORNERS MAX. PANEL HEIGHT J_ 12.5" MAX. D.C. SPACING 1 E4" MAX. FROM 215/8" MAX. CORNERS O.C. SPACING ANCHOR LAYOUT NOTES: 1. CONFIGURATIONS SHOWN ON THIS SHEET APPLIES TO ALL PANEL SHAPES, SEE SHEET 18 FOR REFERENCE. 2. CONFIGURATIONS SHOWN ON THIS PAGE CAN BE USED WITH DIFFERENT QUALIFIED HARDWARES, JAMBS & INSWING OR OUTSWING CONFIGURATIONS. 3. (3) CONCEALED HINGES TO BE USED 10" FROM TOP AND BOTTOM AND ON THE CENTER OF THE JAMB. 4. (4) BUTT HINGES TO BE USED 9" FROM THE TOP,12" FROM THE BOTTOM AND EVENLY SPACED O.C. BASED ON PRODUCT SIZE. S. LEVER HEIGHT 5PT & 2PT LOCKING SYSTEM IS 35" FROM THE BOTTOM OF THE DOOR. 6. LEVER HEIGHT FOR 3PT MULTIPOINT LOCKING SYSTEM, TUBULAR LOCK & MORTISE LOCK IS 36" FROM THE BOTTOM OF THE DOOR. PREPARED BY: It BUILDING DROPS, INC. 398E -BEACH 8=,M 338 bANUS CH,FLM3 vN: i95g39?80� FAX: (950))EOAT38 W EB: www.buildiigEmpimm p ZN�:r C >m�n C O a LL a y N r 3 o z5a a— O x mgx �1 z ca .a z °—° ry c mac, Q C w J C` r F yt ' Ye OF FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: EWD012 SHEET: OF 18 7 MAX. MAX. EXTERIOR FRAME PANEL HEIGHT HEIGHT SEE PANEL OPTIONS, SHEET 13 SEE PANEL OPTIONS, SHEET 13 INTERIOR SEE PANEL OPTIONS, SHEET 13 SEE PANEL OPTIONS, SHEET 13 (X� VERTICAL SECTION 8 OUTSWING SECTION - BUTT HINGE MAX. D.LO VEL IS, SHEET 13 ET 13 EET 13 EET 13 g VERTICAL SECTION 11-V OUTSWING SECTION -CONCEALED HINGE PREPARED BY: I BUILDING DROPS, INC. 393L."BG BM,-3. OANIp BFACII, fL33WG PB:193CI3998PlB fgN:199d1 gd138 WFB:ww.buUlldingdmps.00m t amri^ c z 3gTm o' Gz t SS c . � o 7 3 ° F' F FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: EWD012 SHEET. OF 18 8 M F% HEI SEE PANEL OPTIONS, SHEET 13 A VERTICAL SECTION 9 INSWING SECTION - BUTT HINGE PANEL IONS, SHEET 13 VTERIOR PANEL IONS, SHEET 13 PANEL IONS, SHEET 13 SEE PANEL OPTIONS, SHEET 13 MAX. D.LO PANEL IONS, SHEET 13 11TERIOR PANEL IONS, SHEET 13 PANEL IONS, SHEET 13 PREPARED BY: Ilk BUILDING DROPS, INC. 398 E DANIA BEACN BLW' m 338 DANIABEACH,FL338 PH: 19881399A898 Far:I95aI�aaane WEB: w,w.b� il6igdmps.mm L O �m n,ay Q4 am^n h z0 z m M o GZ mf=� c 5z v 3 ° REMARKS BY DATE FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: EWD012 � VERTICAL SECTION' SHEET: OF 11 9 INSWING SECTION . CONCEALED HINGE A HORIZONTAL SECTION JAMB OUTSWING - CONCEALED HINGE (A)HORIZONTAL SECTION Aw JAMB OUTSWING-BUTT HINGE .3 INTERIOR PANEL IONS, SHEET 13 MAX. D.LO MAX. D.1 WIDTH WIDTh MAX. PANEL MAX. PANEL WIDTH WIDTH EXTERIOR MAX. FRAME. WIDTH g HORIZONTAL SECTION qw ASTRAGAL, MULTIPOINT LOCKING SYSTEM L SEE PANEL SEE PANEL SHEET 13 OPTIONS, SHEET 13--\ lk ih'N /I g OPTIONS, SHEET 13 MAX. D.LO S S MAX. D.I WIDTH WIDTI MAX. PANEL MAX. F WIDTH EXTERIOR WIDE., MAX. FRAME. WIDTH E HORIZONTAL SECTION ASTRAGAL, SURFACE BOLTS PREPARED BY: /Z BUILDING DROPS, INC. 398 L DMIA BEACH K"., M. 338 D—AMCH,R33000 PH:19Ba1399- n PAC (99419H4AM W F B: w.w. W Ildlgdropsmm C o o a s N �0 3�mo e o= 3 �0 J� O SAC W � 3 C HORIZONTAL SECTION JAMB OUTSWING- CONCEALED HINGE ~ JIrTf OF F HORIZONTAL SECTION FL26893 qw JAMB OUTSWING - BUTT HINGE DATE: 03.16.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: EWD012 SHEET: OF 18 10 A HORIZONTAL SECTION JAMB INSWING- BUTT HINGE p HORIZONTAL SECTION JAMB INSWING - CONCEALED HINGE IEL SEE S, SHEET 13 OPTIONS, SF PREPARED BY: /Z BUILDING DROPS, INC. 398 E. DAMA BEAM BL", M 330 MNNBEAM.R330D0 INTERIOR PH.(95 )39TBG)8 12 FAc 199 jP M AEL SEE PANEL SEE PANEL Me:—.m,uamed-- T 13 SHEET 13 OPTIONS, SHEET 13 _ 'OPTIONS, >m C v 3, MAX. D.LO 5 20 5 MAX. D.LO 5 20 z '.3^ O LL �+ m m WIDTH WIDTH 3, G_<_ O z mks lA � MAX. PANEL MAX. PANEL a zZ C z _z WIDTH WIDTH h EXTERIOR I _ s b MAX. FRAME. WIDTH t3 O � (X)HORIZONTAL SECTION HORIZONTAL SECTION ASTRAGAL MULTIPOINT LOCKING SYSTEM JAMB INSWING -BUTT HINGE r REMARKS BY DATE ET 13 MAX. D.LO WIDTH MAX. PANEL WIDTH EXTERIOR MAX. FRAME. WIDTH HORIZONTAL SECTION ASTRAGAL, SURFACE BOLTS LO H MA 1 SlATf OF F HORIZONTAL SECTION Bn Rw"f� g"X6%" JAMB INSWING -CONCEALED HINGE FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: EWD012 SHEET: OF 18 11 i MIN. EMBEDMENT SUBSTRATE BY OTHERS j� MIN. EDGE DISTANCE EXTERIOR q ANCHOR DETAIL THRU FRAME (HEAD) NOTE: JAMB HAS SIMILAR DETAIL EDGE DISTANCE EXTERIOR INTERIOR MIN. EMBEDMENT (X) ANCHOR DETAIL INSTALLATION NOTES: qz/THRU FRAME (SILL) 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN UNLESS OTHERWISE SPECIFIED. 2. INSTALLATION ANCHOR FROM HINGE THOUGH FRAME INTO SUBSTRATE WITH APPROPRIATE EMBEDMENT, EDGE DISTANCE AND ANCHOR TYPE. REFER TO ANCHOR SCHEDULE ON THIS SHEET. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 4. FOR MASONRY OR CONCRETE OPENINGS A IX WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION. S. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/21NCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS ILE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY, HIGH IMPACT, NON-METALIC, NON COMPRESSIBLE, NATURALLY DURABLE & PRESERVATIVE TREATED MATERIALS. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. PREPARED BY: MIN. EMBEDMENT SUBSTRATE Q Q OTHERS MIN, BUILDING DROPS, INC. EDGE DISTANCE 398 L DM A 8EACH BLYD., M 338 CBY DANIA BEACH, FUM PH:(%C)399 . FAX:(99 )7—%38 WEB:wwrr.Wilftd.p . EXTERIOR INTERIOR l amp^ c GW ° Z 3 ^_ g ANCHOR DETAIL < THRU FRAME (HEAD) �g °: NOTE: a G JAMB HAS SIMILAR DETAIL 3 tiZ 6 SUBSTRATE y a m BY OTHERS O F MIN. REMARKS BY DATE EDGE DISTANCE EXTERIOR INTERIOR MIN. EMBEDMENT p ANCHOR DETAIL THROUGH FRAME (SILL) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR MIN EMBEDMENT MIN. EDGE SCHEDULE DISTANCE WOOD: MIN. #12 WOOD SCREW 1.5' 0.75' SG=0.55 METAL: 16 GAUGE 3 THREADS MIN Steel, MIN. 1/4' TEK SCREW PENETRATION 0.5' Fy=33KS1 BEYOND METAL ALUMINUM: 1/8' 3 THREADS MIN THICKNESS, MIN. #14 TEK SCREW PENETRATION 0.5' 6063-T5 BEYOND METAL THROUGH FRAME 3/16" ITW OR ELCO 1' 2.25' CONCRETE: TAPCON 114" ITW OR ELCO Pc=3000PSI TAPCON 1' 2 25" 3116'rrWORELCO 1' 2.00" MASONRY: CMU TAPCON per ASTM C90 114' ITW OR ELCO 1' 2.00' P�2000PSI TAPCON S�AI� OF yF le FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DwG.#: Fwnnii 12 lA JAMB 18 JAMB MAHOGANY MAHOGANY i4.563" -� 1 �^ 4.563" T .250" 1.500 0.750" J T T 2 000" OINSWING SILL ALUMINUM/WOOD 1.438" I'- 6.250" OTOP RAIL {� MAHOGANY "A" I I B" „C" j 2A T-ASTRAGAL MAHOGANY 13JI50" 2.250" 1.000" ITEM t1 DIMENSION A' DIMENSION 'B' DIMENSION C 513 2Ya' 6' 5V 5F 2Ye' 7Yz° 7' 5G 2Ya' 1 7Xe 7Y,B' 28 T-ASTRAGAL MAHOGANY 3.750" 2.250" 0.750" OBOTTOM RAIL MAHOGANY OOUTSWING SILL ALUMINUM/WOOD 1.500" jam- 5.831" ---{ OCENTRAL STILE / RAIL MAHOGANY AI LC .__l. ITEM # DIMENSION 'A' DIMENSION 'B' DIMENSION 'C 9A 2Ya' 1 3 e 2Yt' 913 2Yi 4' 3' CIO 2 Ya' S' 4' 9D 2Yi 1 6Yz" 5V PREPARED BY: \ 1(k BUILDING DROPS, INC. 398E.DAMABEACHBM,5 339 DANIABEAM,R330D8 PH:(93d)399- n PAC(95419-11 wee:w..e"aem3a,oPcmm o°o Zry�S rn e amA� z z O z 43 p ET e O 3 u � m cl Ma REMARKS BY I DATE 7 SIAyf OF yr FL26893 DATE: 03.16.1R SCALE: N I y DWG.N: EWD012 SHEET: OF 18 14 15 SPTMULTIPOINT LOCK NOTES: 1. SINGLE DOORS: SINGLE DOORS MAY USE 3 PT LOCK OR EMTEK MORTIS OR EMTEK TUBULAR. 2. DOUBLE DOORS: DOUBLE DOORS MAY USE SURFACE BOLT ON INACTIVE PANEL AND TUBULAR OR MORTISE ON ACTIVE PANEL. DOUBLE DOORS MAY ALSO USE 2PT ON INACTIVE PANEL AND 3PT OR SPT ON ACTIVE PANEL. 14 3PT MULTIPOINT LOCK 4' 16 2PT MULTIPOINT LOCK PREPARED BY: I BUILDING DROPS, INC. 390 E DANIA BMCH BLVD., SiE.330 DANW BEACH, R33 PH: (9SC)399- . EI11C 199C)941AM W FB: ww. Eu W N6de05.tOm rn am�� 3 00 rn e o 3 � 3 t O V/a W O Sl H H REMARKS I BY IDA M SIAOF ur i� Ir FL26893 DATE: 03.16.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. a: Fwnni9 16 J CORNER CONSTRUCTION (4) #10 x 1.11 o 25 P.F.H. Screw (4) #10 x 2.50" Q, P.F.H. Screw CORNER SECTION 7 HEAD FRAME ASSEMBLY g CORNER SECTION 7 OUTSWING or INSWING SILL FRAME ASSEMBLY (2) 5/8" x 4 2/2" Wood Dowels (2) 5/8" x 41/2" Wood Dowels (3) 5/8" x 41/2" Wood Dowels #10 x 2.50" 3.F.H. Screw CORNER SECTION 7 TOP/BOTTOM PANEL ASSEMBLY, TYP. PREPARED BY: 1(k BUILDING DROPS, INC. 398E.DAM EMD BLVD.MMS DANUI EF KR33000 PR: 19sa)399asm FA'193a11a — wrB:.vr.d31LN3ei"Psm" N EXTERIOR z am�F O nLL^a D3 WOOD ADHESIVE E Z f m M - o t; " x 41/2" -q 4T o dDowels INTERIOR u _ e � G Q J4 O S8 u D CORNER SECTION t 3 R V �I �c 7V CURVED PANEL TOP ASSEMBLY, TYP. p P= REMARKS BY ID :SIVE :RIOR SIAYk OF �r � (3)1"x0.25" �� �,o O IDS ��CorgaedStaples vevea. D3 WOOD ADHESIVE (2) 7/16" x 31/2" F L2 6893 I Wood Dowels EXTERIOR INTERIOR DATE: 03.16.18 DWG. BY: CHK..BY: HR I HFN CORNER SECTION SCALE: NTS 7 CURVED FRAME TOP ASSEMBLY,TYP. DWG.#: EWD012 SHEET: OF 18 17 48.0" Max. Width r 12D'Max. Height L Surface Applied _ Muntins 4= 7-7 LIMITATIONS: 1. No True Muntins Allowed: Surface -Applied Muntins May be Used For Divided Utes, or Ute May be Divided Using Mid -Rails and Stiles, 2. Surface V-Grooves Optional for both Flat and Raised Panels. NOTE: Door Panels Maybe 3. Min. Stile Size= 5.8'x2.26' Rectangular, Round, or Arch Top. Min. Midsfile= 2.S' x 2.25' 4. Min. Rail Size= 5.50" x 2.25" w-M , Min. Midrail= 2.Z x 2.25' - 5* Max Raised Panel Width = 37.00" 6. Max Raised Panel Height= 102.00" 7. All Elevations shown Also Quafify any Other Custom Sizes Smaller than Tested Within FBC Allowed Umits. f REa ROUND ROUND ARCH ARCH B. Allowable Configurations are'9N, and, TOP TOP TOP TOP Operable Panel. OpeWheable P n Represents an - MZJ I lig I PREPARED BY: BUILDING DROPS, INC. 398EDIW....... I 338 DANU BFACN, ,KMfL33Wi PN: 1(I.) .A. (I.) A.. WEB: Www.bW141ngN4p:.tan O C p O Z � z 0 al u c e EL o, o. o O F r iryN� ¢ m r 3�m.o �gx ° Pq JE REMARKS BY DATE pND9HALL NOTBENF➢WW[FDIN WNOLEOAPMT W IMOUI W RDIFN [ONEFNT OF DNIOING gtO3, ML AaFMlI0N5, ppM110Ny HIGlNIGNIING. OR OIHFA MMDNGGTOTN6 DOQIMEMMENOEPEBMRrt04N0 iD 7 O S A OF TY i �� 0� .. O IQQ`. i E P..Na]ir>eJ /AeMe wdNY60syrt-.3� • T IYN��q{N0�39598 flumpqiBPE F L26893 ' Nil DATE: 03.16.18 DWG. BY: H R H FN SCALE: NTS DWG. N: EWD012 OF 18 18 ImSHEET: Z R I T. FRAME WIDTH _ - _ FRAME WIDTH IM < �CU,p� lf4t Z D P L N G_ 0 L) jjj 16' MAX. ! 'A HEAD/SILL 4' MAX. I HEAD/SILLO .,COOfJ : O It i I CORNERS S2I '. ' I'� " II II 'II II I 0 yjr cy o � Nl Q 0 0 0 WC m j�QIJ w C' I II II II II II JL--_- II 11 II II II II II ❑ I1 II m 2 I 11 14 () Sg� I tl II TI U 11 C� r �i II i II ii I a0 AI,yQj IL Z 02 `'• f7 mg ii I it n u u n B. Inw 18' MAX. (STRAIGHT SIDE) CORNERS FALSE MUNTINS < ' FALSE MUNTINS .. o N , MAY BE USED MAY BE USED C3 TYPICAL ELEVATION TYPICAL ELEVATION o - � 00 o THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT- y p SHUTTERS ARE NOT REQUIRED. Z O La m n DIRECT SET - TRANSOM OR SIDELITE I', W o n DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS Ci h > -, SHOWN ON SHEET 2. ~ O = - U O THESE WINDOWS CAN BE INSTALLED AS SINGLE UNITS OR IN COMBINATION WITH MIAMI-DADE COUNTY APPROVED PRODUCTS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURES FROM WINDOWS, DOORS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. " THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - I REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA o BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - 1BY OR 25Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS va TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LAM. GLASS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSUL. LAM. GLASS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FL #25680 H c ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT LAR R SHALL MEET THE INTO CONTACT WITH OTHER 1FL A -CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECRON, PURCHASE AND T ON IE ION OF THIS RNDEVIATEODUCT DFROM PRODUCT AILEED \^\\11111Pog1 try1�,/q/��/ -b REQUIREMENTS OF THE 014/2017COME FLORIDA BLDG. DE & ADOPTED STANDARDS. PROVIDEDIALS HE/SHE DOES THCONDITIONS DETS ON THIS DOCUMENT. `.�`\MM.®••....;^YgAv�/��, �;' • j I THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION -` % i FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OPENING FOR a -THIS RODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF P ALTERED BY ANY MEANS. No. / OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND WATER INFILTRATION RESISTANCE ETC. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH •' .9 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, mu. BECOME THE ENGINEER OF RECORD (EOJL FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER •: - - AND TO BE REVIEWED BY BUILDING OFFICIAL USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED /� -• �� / O MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ENGINEER TD THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. OF F[Olt1D%.•' \��� drawing n0. IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ��•.•' C9 �� Wl 7-1111 LABELING TO COMPLY WITH SECTION 1709.9.2. -- - - - _ _ --- - --- - --- THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. JCUICU IL/ 1 O/ 1 / I LJ Z m 0 low O � to m _ In W> cn M m m NCO N z If 1pp pp, p� N O •m m V P m m N z O A o O Gdp s s N r] fV 1J '� ���'• O O eo0000oo00oa0000000000100bb00co�+��� V J J J J J J V ,G J V J V 'J V 'J1V V J V V � Its ' O T O A N OOi O N A '� i i 0� 0� 0 N� ONi O A � N T• O� m �� S ` o = � � s C m pry 'A 1 '1 O� tT IJ N m W A O� W T W W N V LI C J J V C G J J O G J J V J C O J� •� O �� I O, A N N In O W W O O ' I v� Iv N •yO N '!00 O z N MIN. TYP. a dale: 12_14-17 ml-gions: : DIRECT SEr — TRANSOM OR SIDEUTE(LM.L) AL-FAROOQ CORPORATION no a e- escrlp ion - - - a; ENGINEERS B, PRODUCT DEVELOPMENT EXCLUSIVE WOOD DOORS 9360 SUNSET DRIVE, SUITE 220 dr. 6y: MLS 1950 NW 70 AVE. MIAMI, FLORIDA 33173 (C.A.N. 3638) - MIAMI, FL 33126 TEL. (308) 26"100 FAX (306) 26"979 Ce •"' P enR ny TEL (305) 447-ZZ78 FAX (305) 447-7140 - - C0MP-ANL\W17-111HWD-: IU BUCK i TYPICAL ANCHORS SEE ELEVS. FOR SPACING EDGE 1 _ ) IIFBC APPROVED MUWON II ;I& MULLION ANCHORS II I:SEE SEPARATE APPROVA �I II 11 Z ' co 0 � _________ I \N /7 N��Tr LTYPICAL 0 ANCHORS SEE ELEVS. FOR SPACING it gN6 ii44 Zy� `r' Q W Off II I I TYPICAL ANCHORS: SEE ELEV. FOR SPACING o g ANCHORS THRU WINDOW FRAME a o 1/4' DIA TAPCON BY RW (Fu=700 KSI, Fy-725 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD -- THRU 1BY BUCKS INTO CONC. OR MASONRY - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY li: I III !P DIRECTLY INTO CONC. OR MASONRY it i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4' TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) .. Ty E INTO FBC APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE " ! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) '! STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 •WOOD SCREW INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD ANCHORS _EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. n INTO METAL STRUCTURE = 3/4" MIN. 2 9 1 lJ INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-80 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2D00 PSI MIN. t WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o SEALANT: !: 1�TYPICAL ALL JOINTS SEALED WITH D3 WOOD ADHESIVE ANCHORS WOOD BUCKS NOT BY EXCLUSIVE WOOD DOORS, MUST i 1 SEE EDGE DIST. ELEV. FOR SPACING SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FL #25680 q No.705B I •' OF ,��\ draw- W 17-111 a (a°t°: 12-14717 �.lrevisions: ) DIRECT SET - TRANSOM o no ate escn ion _ EXCLUSIVE WOOD D dr. by: M s 1950 NW 70 AVE, 'o �k - - MIAMI, FL 33126 TEL (305) 447-2278 AL-FAROOQ CORPORATION a. ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.d.N. 3638) /� TEL (305) 2844BUM FAX (308) 262.6978 �•r 4.582^j 25. .750 E� E 1� OO FRAME HEAD/SILL/JAMB 437— L. O GLAZING BEAD K 2' PHIL SCREW ITEM 6 PART / REQD. DESCRIPTION _ MATSRW. 1dANF,/SDPPLIBR/REMARIKS �#8 X 2- PHIL SCREW I II 010 X 2 1/2- PHIL SCREW Cram Section: Crow Sectlon: Elllptical Frame Top Rectangular and Rad us Assemb Frame Top Assembly FL #25680 k?�B C9RN��Dnn�TAAILS ����12relOana No. TYPICAL AT HEAD AND SILL 50 WITH (1) g8 x 2' PHIL SCREW AND (1) g10 X 2 1/2" PHIL SCREW A ALL WOOD CONTACT SURFACES ARE FULLY CLUED WITH D3 WOOD ����S•.,• ORp ADHESIVE. '' �' • •.. !N cn w Of 0.0 g O O Z O O > ro N I n w n M1 (n �� 9 Z It 41 � 7� 0 �� drawing no. M IAM NDIADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: i' 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, 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. 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 1 a0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. YM-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 l Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'b Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 LOCATIONS REQUIRING i LARGE AND SMALL IESISTANT PRODUCTS MULTIPLE MULLIONS OPRI/gW IPWVERII TAM "' :TAT M.COL sIaEETa]s iI _ iI A81Twi8 ]J YF12f. L i iiN I I � �NOAPDNIII� /eEE DSTAIB ANl,OAB MIt 9+TETsze--!III LFt#i1H NCRSLTi1AL i NNL IEt1LTi11 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLA710N. TYPICAL APPLICATIONSARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE MUSTBE ANCHORED PROMIM PEU.YTO TRANSFER AND ARETD BE DESIGN BY OTHERS.1X OR 2X WOOD BUCKS IF USED, RMANCE OF D UNITS. ONS H)TEBBEEN TESTEDANUM5'FREE•FIAATBNO' AND D NOT NEED TO BE DIRECRCALTO THE STRUCTURAL �ACI�To THE MULLION CUPS, B�HN1 NOT HAVE A OAP OF MORE THAN 1)P FROM THE CLP. NG TO THE REQUIRED )FEIGNPC*iRESSUREMUWONDSARECALCULATEDTOSHOWN HAVE 51 O tGEFIECED LET T NO MORE 7HAN.U1mN�7HE Ila S�TRE�ICREASEWAS USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION! OF WOO SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSMILRY OF OTHERSAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, B) USETHE COMBINED WIDTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION pROUCTSTO DETERMINEPRESSURES AND ANCHORAGE FOR= COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND BMW 24. FOR MULTIPLE UNITS, CONSIDER ONLYTWO PDJACENTUNRS AT ATIME WHEN USING THE DE61GN PRESSURE ANDANCHOgAOETATLE5.THE IDYlEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SINU•APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UPTO THE NEXTSIZESHOWN ON THE TABLE(SD T) ANCHOR EMBEOMEM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCD. MOOD BUCKS BY OTHERS, MUST ANT AS�APROP�RIATTEEFORRSSUBSTRATE PROPERLY TO TRANSFER LOADS UISSFA W MATERIALS $HALL BE CHORS PROOTTECTEDASSRREQUIR CORROSION PREVENT REACTIONS. REACTIONS. 8) REFERENCE: TEST REFORMS: FTL44/3: ELCO U.TRACOPUAGGRE-0ATOR NOAS 9) MULLIONS AND CUPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE RDRIDABUILDING CODE. AND AREAPPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS 10) MULLIONS ARE IN COMPUANCE FOR USE IN THE H M It) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDMDUALMUWON COMPLIES WITH THE REDUIREN¢MSOFIRS NOA �I�IIOPR MULLIHIBIH�j r 1�rtiW11 FGR VERI. IEi4T1N r r "� rr r L �I MULLION SINGLEMUWON ^PogVF III�TM fORVMDGLYl11 ..,...,��..,.....,-,.cTu n MULTIPLE MULLIONS GFT UCrK% IWTRUCOONB—_ ELEVATIONS—— I M r 2 ULwlXaMASoNRY_2 INST TICU NOTES —2 MULITOW_3 MLLLTOEELSTU0___3 MTO14JU_—S ALYEWNTATE COPS . 6AY X.12PSTA SU10NL__4 1 %2X.11A MULLSP(Y:S_._—a IXZT6X MU UU.SPB 0 1%2T3Xm VU. SPECB.�_.-T 1%2T4%A8 MV U.6PS_�I 1 %4.X.125Sae MULL SPEC4__9 1 %4%.126INLLSPECB­tI 1 X4%STLTUSE M LLSPEC9_II 1 %4%AT6 T MILLSPECS_.1 19SX2.Iw X9B8 MJLLWECS_12 19A%2Aa%.NOI SPECS_IS IZ8X1 X.R41ML8PE`CS_1A 2%%R8 MULL 8PS���]8 2%8%24 MILLSPECS._.--1T 39' X 821 BAYMLLSPEECS-19 45• %SZ BAY MULL SPECS-_ M NU W ON a tT1P I%MIIa9DN9—. 21-2a LOA NG E 1 eTM �--0 LOAOIND EIGYAEB INSTRUCTIONS: I) DETERMOIETHE DESIGN PRESSURE REDUIREMENT (LBSIFPI FOR THE OPENING USINGTTE ASL•E•T STANDARD. 2) CHOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROQUCTT3 FRAME DEPTH 3) REFER, TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR! OIj D GULARTRAPFZOIQW. 4) FIND THE CHOSEN MULLIONS MULLION CAPA __DAB IFT'M FROM TABLES IATHROUGH I&A, ON SHEETS 5THROUGH 20 RESPECTIVELY. USING THE MULLION TYPE LENGTH ANO CPENNG WDTH OR HEIGHT (QEPENOING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).T MULLION CAPAGTYHBS4PE OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT� FOR THE OPENING OBTAINED IN STEP 1). 0) FROM THESAME TABLE USED IN STEP QABCVE; FIND THE VALUE INTHE NEXT COLUMN ANCHOR CAPACITY REIXIIRED HJ8S1. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUSTeEMETTO ATTNN THE FULLMUWON CAPACITY. 8) FROM THE ANCHOR CWACITYHBS) TABLE ON THE SAME SHFETAND USING YOUR ACTUALSUBSTRATE CONDITION ( MULTIPLE PNCNORISUBSTRATEIANC., _CLIPPATTERNMAYAPPLY) SEECT AN ANCHOR CLIP PATTERN ANDVERIFYTHATTHE REQUIRED AND CAPACITY IS MET. 7) IFTHE MUWON,ACITV IlBS0T1IIRSIFTI OBTA01E0 Bl THE TABLE IS HIGHER TFYW THE DE31GN PRESSURE RE�UIRBAENT HBSIFTI FORTHE OPENING,YOUMAY USETHE'ANCHOR EA PAC IT ADJUSTMERFORMULA'TOOBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WIMH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE OELECTFD FORTHE SAME SUBSTRATE 01 VEiIEYTHE DESIGN PRESSURE RATING (0351FT') FDF THE FENESTRATION PRODUCTTO REUSEDAND COMPARE WITH THE FINAL MULL! ON CAPAC IIJSIFL1Sj„�OBTAWED FORTNE MUWON SYSTETA. THE LOWER OF THE TWO SHALLAPPLY FORTHEENTIRE MUULED FENESTRATION PROUCT ASSEAIII.Y. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPUCATION WHEN USING TMS NOATO APPLY FORA PERMIT' PRODUCT REVISED E�IoSWYHIP MU IRA No1Ma NOAINgCoodd 17-0630.01 EW,.0 n"OSr26)2021 *: N0. 59703 * I DETAILA: I MU W ON TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) P+TIER iNE 9TAND1Im I OFiBETNIIt a Yuv NAr ee ssrAlu m � TAS1ETKm TYA.ANMm TYP:ANOIOR PER6Va9D+ATE ��&�� �ssE rAelFato-fea 6EETA&F9,&1P8 FDDC'EIY) ourANc� SEE T°m oe ouamm�v ,a+� BY ORiI®, ''y 9EEND1Et, 61F1'r+. •;;• •'+�... SIDE VIEW FRONTVIEW Cd DETAIL B: MUWON ATTACHED TO 1X auaarl� va+isueslaaE �z �' WOOD SUCKAND MASONRY Ari PRT sa sPSTA3tEs+ave d UPSHOWN worNEm w ses wrEv B U !.. ca ,tuu5aytj O nelxx — EIX:v^DISTANM TABIE9 ;E N TDAMI60M1' W a ANC a0 SIDE VIEW Z m Z e i ZZg ERHEAT!£ .a � S .e• 4a �wY�sE �! � K UO `� NsrAum BY E � Z n ` TW.ANtxfp+ PHi4U3iTMT6 6E6 TAB1E9 t8-txa T CK9TPP Am r ATTA B •-• . Y ORIOdE36, MNx.Tia1 WNO+E+EC,= FRONT VIEW PRODUCT REVISED 11 Mnu wIa w Fwtw. e",mmtls Cod 17-0630.01 I NDAaIo, rxpjmd n Drt.06R6/2021 1)ANEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. a_ON••••••. •,, M� 2) ONL(-IBEUUSETHEA,N OFANCNORS AND MUWONS�SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION RCAPAGDYISBASED PARTLY ONTHEANC!:ORTOANG14ORDISTANCF THE CoR(�CTpUANT1TYAND IACATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABIF9 CN T. FOTLF)WIN.SHEETS. FOR DETAILS A-O, EITHERTHESTANDARD OR OFFSET CLIP MAYBE USED. HEW EAD OR FLATHEAD. z =* Na 53705 *_ 3) ANCHOR HEAD TYPE MAY BE PANHEAD. '�O •- ATE � �lV�: 4) WODD BUCKS ARE OPTIONAL. SEE DETAIL C. SHEET 3. MIMIHDADE COUNTVAFPROVED1W11L`I��tY .tom SS CYG• ELIX) _ ULTRA;qqmAsONCON OR ELCO 1!4' 5.3. AGGREGATORMASONRYANCHO A. LYNN F,F ` R. P.E. FL P.E-# SBTOS DETAIL E: DETAIL C: ti Am— MULLION TO MULLION T INTERSECTION MULLION DIRECTLYATTACHED TO E I (U'CUP) 7)MAYBEMSTAO�M'TBE'OR'CRoss' y��c9 li 11 MASONRY STRUCTURE IIRB PITEASECf10Ns �X (STANDARD CUP SHOWN) Y Y) (S MAYBE INSTALLED HORIZONTALLY (SHOWN) ORVERTICALLY. I! I i T19.ANWOA a U I FEB dtA4iMTE 3)eEE U1:LIP DRAWUJGS SI¢E7^21.23 I�'�iN° I �TABIE9 °FI]e TOP VIEW FOFL CORFLESPONDPNG MIILLIOR °D� o�ssL-rIo", QJP MAYBE I I I � EOGEDWMtAf NLL1°DN O = D6rNJIDe✓ I� I1�CX0 VM�B�•-1 °� ? V1 TNDIEiF.W I /1]BIB.LSOiEM$. VN� ¢. • i i bIIFTRBLNOORPRE-0ItLL I el • YUDJUN Nm U]E 9A0 .� IF 8 DT m O) n N W Z IIBLLNON � � m EXTERIOR •' a• orF&ETavls �' 3 a U I w� ""`X� AIBOP BEEBrE�o FUMY UCID (J �R = FD e. O°NERI'ANETYRE. EXTERIOR z z G e Q �O Yyi vsi �rBA&� � Tw.AwmoR �roI�L]auiu�is � fn sl 80 BUCxbTRW BEETABfFJ t61]8 AM FRONT VIEW olsr pt j ram» (YZO VoTHM OFEi9]d 6 Z <a O °Eltr 61EEr 1. ' : EDGE G . wwul®ccNwErE on lAu LaIVIOl rawavEmaR au i�°e° � SIDE VIEW E{.� '� FRONT VIEW SIDE VIEW DETAIL DD: PRODUCT REVISED MULLION ATTACHED TOSTEELSTUD nNcemPRYi� wlm rh. PI°]IG (STANDARD CLIP SHOWN) �� NOA-11�'Co_d�•��-0&10^O^ INSTALLATION NOTES• 1)AHCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2) QUANTITY OF ANCHORS AND MULLION SUE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION DULY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORREOTOUANTRYAND LOCATON OF ANCHORS MUST BE FOLLOWED. REFERTO THE TABLES ON THE FOLLAWINO SIEErS. FOR DETAILS A43, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, XFJ011FAD OR FLATHFAO. 4)1,01) BUCKS ARE OPTIONAL, SEE DETAIL O, THIS SHEET. 6) FQR MASONRY APPDCATON4 M AGGREGATE COUNTY, USE ONLY MIHM°OADE COl1NTYAPPROVFD EL('O ULTNACON OR ELCO 1/d' 9.4. AOGPEGATOR M/SONRYANCHORS. T1P.ANDICR A ` �RASUESfMT¢. `�/1/ SEE TILI6IB•AB A fCR BLmNRuw m°wERTluv FRONTVIEW ra DAArro OvwAlRwox nreneu GmCAD(w000 BAC .A WISTUg[ ATTAOD63R BY OtI®+S. EXTERIOR USE WppOAxWCReKt9 NOTES 1) FOR2x WOODAACN(ED STEEL STIRS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONOINO MULLION TABLES. BXffTS S]0, FOR QUANTITY OF SCREWS, SIDE VIEW * .' NR. U705 DETAIL F: FIELD-MOOIFlED MUUJON CLIP (F-CLIP) aEa DETAoB srL�ra 2 um � Foa wsrAUATaN TosawwcauealpAT6s. IHIO WOGe.aTEH. 1) DETAIL 15 NOT APPLICABLE FOR THE BAYOR 12C X2.11-X.126• MULLION. 2) gEEt{�eLE51&13S FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE ZXS CUP IS NOT SUITABLE FOR THIS APPLICATION. I DETAIL G: DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CUP) W �ww oB nwsoxar exlenaa y D% PRODUCT FIVASe D q I� teh en Poona. NBOIdM1 i�w 1I7-0630.07 eapo-atbn bate 5/26/2021 M..m HE f S P I NOTES FOR INSTALLATIONOPTION 03H: 7i 1) USE 2 ANGLE CLIPS PER MUWON ENO. CUPS MUST BE INSERTED INSIDE OF MULLION. 2)DETAIL aSEETABLES IB•14D FORANCHOR QUANTITIES AND SHEM?1.23 FOR HOLE No. SBT09 LOCATIONS. 3) DETAIL 1t SEE TABLES 150 OR 160 FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE U Apr:.;L LOCATIONS. � ......RIDP.: S�1O��IYAL�6,�a1G�• A LTTIIY�MLLeen. P.E c� FL P.E.0687D5 TABLE 1A MBDw T/6I0 ' OpwingV WIh Mr m)a BIB Relpll]lTarlcllml�fBp�iinO ltW°n° mY mF 70F nF WF 1mF 130E tnF INS, f1 1IN9K RLft 1 TWAWn lAt—mlb TYcnQY. ImB�P TiylrefiB• IoaLV d IAIa�O TABlBWp lads¢ leeJa aM101M U-ft m 1110^B II+pInIBI/ ImdV 11U-ft IAeBw > Leldte LIBBrA 11I-" f.eby L- ft ladoB LBIOq latltl ImM1V 1.2..121 "TbbsTIV, .IAeB,tr l 11 pia1 hI h1 111 1,fE 111'11 9h 111D 10e Me ]a a2 11/A m 78D 1a ImD ]21 /a/ IBe tIMA ]19 ml b0 1d.0 al/ dd m.0 e� Lae ]tl IdA /IA dB all YD ]11 Im %i IaA mD ]IB 2A/ aaB BDD In M 1dA BID ifB RN ]a0 a/ Im ]tl 1dA Bl.e M 3A1 NSF NA atl B]B 28 a/ C131 sv M ]a Ta.1 HD Stl S01 .a m.] .NB III IB/ 19.0 SIR al n3 St 2N ]a 1 as %S Rt 11D m.1 Ru 3m StA 2e1 a/i aIB 'ND ]BI IB1 119 ae al 41 x10 ]20 Zsf W] ali m.010 Sj qF R9 m SM aR RB mD RP7 Ia.B %r 19A T1.21.4 %1 YD IBB ]2B 2m NIA 1n ]93 RIr a/A IM RB1 2m ]aA 1B] aD RR ]at fn to %] ]a1 1n teA TA] Y1 in ®n ias 310 It] 1r0 SSA AB mA 200 alA 1BI a0 :i RlB 1W 212 ]m a.t la 101 — Ing I Im 1aD >t'i a0 1m nF at let ua +m as m n1 fm aT 1m Rsa uB aT to zas to teA Im aA to m 1 IH 1 Su W mn a]B Im s]A iC al0 Im a1 132 Me 10e Al t]8 ta0 Im aA 1% 0 )]F' ]R2 t% W M ILI 15 1u. 11D 140 W 1Ls I+B 1BF Iu US I17 1d W tle lu Im Lh Ten vA Ue 1aR to TABLE 1BI' � MNor TINY LYBI - Bd.bY 2h Oxnea ].a wm 1Hoe t%U 1NNEb bIP F][B FBNGAI W 9B Eka PTNbW eb 6leel MBkd M]8M AMuATrpa 11P tYB1AmCm VP Bml�cm �Y ° Y1PEko UPson W'Exo U9ecmb win lGB Ba>ASl Baw l¢e1 MNor,COpP/Rema SLIP 1' a1T T @IA• S 11T T BIe' aSt' BS%• ECbetblOxl MT ' Em�rb 1' atm /3'f Ny' 1' M¢' Iy1' iJ'P S 1-1fP 4W 4W' 1.1N' ]Sib IIBb 1-1n` mIb +dM Bab T Dteb 1dIP %1b 1dB' Wb r1Y ]mb R AIx1a0 OLA`Mn¢¢ BrnBBev BYmm0741C a6tb ]BOb 110b W9b 1 b WA 90b Bmb IIll1 }mb WA I/A WA ILIA WA m1Y mSb 11]Bb 1Aocim ¢CI®OBB(mOb11t]p 6L fT IArwSOT1AR O.G/PJ3aAe/e LawlpYR Imb 100b /nb leBb WA WA ®b 15mb 1BBb %Ob OOOb WA WA WA Lab WA NA 111b WA lBlb WA b WA enb WA 6Yb WA t¢Ob T]b ]AmOueO BAT Nh ¢CI¢A$.91o.1L`AImI.6A 1T lxv IAmxlFPn st WA WA +mb mb WA WA 9Rsb wb WA ®b wb wb tmb Brvb tm la ssb mb WA +mb %1b 31+b wb 9aBb RBb 3NCEoe I.1]'Yn. B.¢/F-0pBYm 310b ]]Bb WA WA WA A 1nb WA NA WA WA ANCHOR CAPACTYADIUSTMENT FORMULA: CD -J X( ANCHORCAP.,,��)aANChORCAP.- / e co MULUGH CAP.,e USE THIS FORMULA TO OBTAIN THE'ANCHGR O W F x N N y CAPACTIYREOURFD'CORRESPONOLYGTOAN hr LT X Q 3 3 O ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 LOWER THAN THE MULLION CAPACTTY(FROM THE TABLEE) OF THE SELECTED t7 -R 6 Q D. 2S Z O f2 1 MULLION. RWILL YIELD AMIIIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY dII ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REUSED ANCHOR CAPACRYTABLE aeitll tM IIBABD 9Btod NDNEIre- A -Ho. 17-0670.01 P.wLr.UBn B.b 051252021 By I W ntlucl FIGURE 1: FIGURE2 TABLE NOTES: • • • • 1)SEESNEIT I FOR INSTRUCIIONSON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. • • SEESHEET32.4 R GENERAL INSTALLATION METHODS. -'{ 1.000' r- 2) LINEAR MEFPOIATION BETWEEN MULLLENGTHS ANDIOR OPENING WUMS LSALLOWABLE. FIGURES' 3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. I' MOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-- 2L • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. t '. I) ANGLE CUP MUST BE USED W PAIRS. I)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUP{61ID �� '� : ATGErySF'•(C� i CONCRETE BLOCK IINR(CMU)91W1CANF0--ASM GBO. WOOD SHALL LIE FRFSSURF 7AFATED ^ :• FIGlIRE4 FIGl1RE@ FIGURE B: YELLOWSOUTHERNPINEWTHANBOOF 0.65. ALUMWUMSHALLBE6083TSANO BEAMINIMUd OF.12S No. SgTpS � THICKETEELSTU03 TO BEA MINIMUM GRADE 33AND.0ETALS a5'THCK (18 GAUGE). STRUCTURAL STEELTO BEAT 1'%T%.1RT WUlg1 _ *?� *,- � II II II �I THE MATERAL910&012ANCHORS WTRS INTO MAYBESAIL. 10.8 S .OR410T35LAEV/TIbiEAD96EYOND � • • THE MATERIAL E106B12ANp10R5INi0WOOD MAY BEST®.168 SS ORA10 S.S. ''77QQjj �V•• STATE 1:•(V_`� A L'I/MNMWOk�.tP.E. TABLE 2A', MRInn TWe Down 0 vrdm Qnrgcwy4PArr m9—)BrOPmIRa Hel2m Batnemra4NaPBreiRC miao we ml4 rmm Iwm ram fwn Rab�Par baryo am T,glOYN. 1aie0 Re-ft �m wm Te�Rin00. LomN RwV'+ I0�9 rom llantil0. LOeba Rrt4IpW Late TvpreHa I,mela ibvapNR LaGro TrepNa loa9,o RtlWNN ImalY TvPrOaV 1Rdo R forbp TRIIMab r°'M1O pNAnpda IReO TgrtA1m oIallre"bMBmm Rab4Wa v✓NaV 11Ia,76 �1 5�8� day 6 6gg d$ W-1 8ga g ba 8g d� 8� dg 8 dgg if I if ll I ® 1ne m me es 1W8 en nr rm tWe aT eu Wl fma ev Hal fm tens mr am 11ra0 t® 1mo av lava fm tm6 Na w.r a4z 1ffiB me floe em tma ate rma ePr a6.0 am ml HOI W.0 aae 44 6A BO.H >m m0 fiA RO >W am 4A 60r 1]0.0 eta IMA 6A 1183 NH m0. 6A roar R0 ma SA 1nB 099 a.6 w -Am me 'e1.8 ffir ffi ®a ne 1C8 m0 >a 4a CA m0 1'! A.0 Qd me 9'n x21 eP me aae meati 1nr /m tit8 ara m1 4W OBJI arl Ill ]w m6 a61 xa 6W ae aW Ae 4T na aN 81HH ew ere an ar 4W eta A! am m6 NB na as r13 No m0 a9 Btp am nr as ne Am wJ ate N.5 Aw a.0 an .rm a]I alo ]Y 4H.Hm02 a1 '43 zea t4H aXne AA aN Hra TN N a]IB a]Ixe aal da At m ]% nt mY 3W m2 m j ae m 16] as a� Z9 fda Td1 a1 al 6r� m Ne AT A93 stN D4 al 4e w ae alae ]]r aB i aH x1 1n a0 7a MA 216 ae9.7 m0 2L AA im m0 ?E ffi] taf a7 7a a1 teaeTA 91 tm m8 to n0 2M 10.e 1M it. T6 toe 11e 9m 220 T A0. 9II A3 ae 2G 9b fro R] 3G ae 1A 'A ]m 1B.r tm Lta 2Q 1aR 1P ue 1m taT tw taa 7a 1e0 1Y 0.e ffi 114 nB rom rom me ]da ta] ffin 1W ae 19 m1 1W m] 19 9.0 10 A.1 tffi 10.1 16a 11r 1m 1a1 1A ta] 10 m6 19 11A 1@ ta2 1A ta1 1@ HR tw LB t62 1U 1W wM � 14H iN teA 9a 131 tN inf VH Gem tax fn ue na , TABLEMI A c—Ce 9.TI Niuev laYfbm, a va b fbA(MI f>BW QN PTNtOH 11N8 fiWafvlw Ncm M1C Fke lamem WEnntnav, vb•oa riCFSallmrm 11C Eno Hasem vcse ElHo AaaaB1N Hna Ero nrom rN•w FA+o ApPQA rN aNa eva.gal NxdN rc.. F;HI an liM 6uraw6l An.Ii.CYPPaOama G4A Garrott (v6 Y Stn .r }t!t 11T 1• }tIl 1• }tQ T 1tT T 41C O.a• aW Ea,hMmt 13'Y WII' 1dT 1S'I T 1AN• 1-iM' 4m• S1N• m1b0.— YJY 1-eY T WIC 4aR' lab ]N MNa]S•M60 fHlanenvgaYODBi.1S a00b Al)b ANb ®O C^ fON Os xn10r aAb WA eAVavmTNn O.CImxleAn)b nmalPp ROb iwb pwb ta60b nBb WAWA ] e9b ti9bWA Nb WA ANCHOR CAPACTrygpUUSTMENTFORMUUI: W (O p.)X �MULU NCAP.�s).ANCHORCAP— p it F X T!¢•ANCHOR ¢ �i 0 USE TM FORMULA TO OBTAIN CAPACITY REOUINEWCORRESPONDNGTOµ ¢ 0. 3 •N ACTUAL PRESSUREREOUIRENENTFORTHE OPENING, WHEN IT IS LOWERTLPN THE MULLION lU' CAPACITY (FROM THETABLE) OFTHESElEC1ED NULLION. ITWILL YIELD A MINIMUM ANCHOR PRODUCT REVISED CAPACITY WHICH MAYBE USED TO QUALIFY PNbo wIM Oa441vB CoG 4M FbrMa ADOmONALANCHOR OPTIONS FROM THE NOA-Ma 17-0830.0'I ANCHOR CAPACITYTABLE lapinnov Dab 03,26/1021 FIGURE 1: FIGURE 2 TABLE NOTES: • • 1)SEE SHEETIFORINSTRUCTON4 ON USINGTHETABLESµ"ENEET25rORNFORNUTDNONLOADNG. 1. oo. )— • SEESHEEf FOR GeMP.ALLNSTAUAnM METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE. FIGIME a II 3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEEM21-23. HOLES TO BEDRILLEO IN THE FIELD FOLLOWING DIMENSIONAL REBTRICWNS SHOWN ON SHEETS 21.23. p �I FIGURES SHOW SUGGESTED. APPROMIATE HOLE LOCATIONS. L µGCE CLID MUST BE USEDN PAIRS. 4)SUBSTRATFS:CONCRETE SHALL CONFORM ToAS33o1 SPECIFICA' MNS. HOLLOW GROUrFILED CONCRETE BLOCK LINT (CMU) SHALL CONFORM TOASTM OM. WOW SHALLBEPRESSURETREATm '373 FIGDRE4' • � FIGURE E: IR��I FIGURES. YELLOW SOUTHERN PINE WITH AN SG OFOA5. ALUMINUM SHALL BEHD63-T5 AND BE AMNWUM OF.125 THICK STEEL STUDS TO SEA MINIMUM GRADE 33AND.045- TMCK(" GAUGE). STRUCTURAL STEM TO BEAT LEAST.125•THICIAND A36.ALL µCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND vXTX3i5•MUL1ON � I II . I • THE MATERIAL 9108Al2 ANCHORS INTO WOOD MAY BE STEEL 18 8S.S. OR 41D&S. IH * ; No. 58705 7 A LYNRMILLER P.E. FL P.E./ 58M TABLE 3AI, !I Nuzw rAwaft TWr axffh 0p4ttnp VMm lrar\ematy-��f+e mAiom)orOPen+rq INbM ltatmlmd'yapaNY,g mmDAI) 1mn tan tun 1mn ]t-f Ma ma Rn mn ma rlAsnD I t� tom• T� � t A27/x t�p7ye� lAwie Lm6,D IAaOip + Lantlp uW A'1 IaeON g I �a �g �a � �F�� g §L-o �g 11 1 ggg S g 3 pp� S pPa P� 8� MIT r" "e u� �"[ g8 3 i g� 3 pig} :"Y g11 i y1 3 y1 3 p1 i gig i w 1R.D rM +ran m tma am Ime Em tRo 4m ,Ro eu t7aD Nv +Ro eat ttaD tzb ,Ra eH 1/fl7 +sn tmo en m.e t7w 11m en ttla Om tma ea 4zn! naD ® >m 1mo 1R0 ex4 NaD m 1R0 ee4 110a o0a 1R0 me tAa ftm 1R0 fn tn.e 11S1 TRO Bn trio 11ae Imo em ftv fIH t/aD Bm ma f1n 1RD em a&4 /Ne f]a0 No Yal ,RD IDe IRo am ICA ILL Imo m4 1- Ian Ime m 1va iRQ Na0 747 1f7A 1DII no ]ia 0/8 ton 1R0 1m mA taG 1Rn >M Tx1 Iota Nan 7m eaanY 1laA 7a iR0 Sm Bn IrD.D inA ,ia Inc, mt iM2 tm tali 7oa 1x1A OF Imo TA tad IAr 14a0 nl Doe im taL1 T10 IDa ml I40A fm ext ml 160 ]m ili tN f460 ]Dt ua! 1TDA TDI IRD Tat 11fl0 m ry Tv 106x eta R4 Tie Ba 6m tm Tv n, Ere ev 7M na m4 mA 7M nA m4 u.1 Toe nD p4 maj tn.1 7a! 1eI.E ms 11Ta 73S 1XA of .boa Z1 ai em esD mt m0 nA' w w na ml 4v mi ItA en ae.l Im 7eA 4n maI 121.9 Dm teaD OR Ina ® tlta eEl an ® IaD MT lax am w 4m esD m! me 4e+ us am mA 4r0 aA m ex7 m sst em aT a4 maI 1av Im Nx4 ma ® oa+ mt R] em m..- tm ev w! 7xI 4a w m na ep NA 4m a4A e1E av Im 1tv etD N.1 SW aAe eta u.a eta �$ Rh! nD elo tv 14a m.0 ea ]3n 4M Eu 10 wA am nA eto aA 410 4u LIa ma 413 ma 4ae a4.7 w 41a me ?v 4M a.T >Q wA 4M aflD a6D n.7 {M SIT >m Rb mA 4M Re 4m mA 4EE n.7 as wa W w.1 Dm ua 4a1 4aA >m Efle 4M MA aH aA w u0 n1 -1 m av atD WWII wA ® mA a1' ma w me an av w uJ aM Oat w w aW a3T tlS u8 am axt 4a1 mi 361 av w e4.a Loa ! a1J ffi 4x1 De a4A as asa 2m wA ea au ]m mt m zu ?n av ea 252 at me W UT 17A W VA - t4A m 14.3 iM mall w.4 ]B a64 107 aNT Ze) AB am a4.e 2" ?aD w4 afA as a1 au tat 1m 708 a40 tIA as laa aI 1M ffi toe aa2 1mh! a13 Ta 11.! LM anx a7 xie 2o, 171 ffi IU -Laels1 feA iW 111 n:! as ate a.T W 10.D nE f0.1 In Iv x10 tfle lu 121 ai 11D fu 17A to TABLE 391 ,i AaDemS x ]aa eau. MII 111, trb.� 1rcm Dce mExo xTeCc„fe �� 1MUTAn �wvp4 nD saa aznrn 11+/ nzsrd A,Wx YtYEble7am IN'FED IIA'aai Y1YEbt®mb W'Eb DEe Alb ypmtm AW�rD�./ avev lM19 mnfr A37 eaes lay) MdiAt CHIPPeOeme svY N? ,• z-t2 Y D.4Y ax' aa24' Etb wucala ,• strr ,• atrr WP Y ,-W FVY 1•W 4114' 4W ,.W S t.Te' 1ST - Emetlnst IANVA04.lYYaacl6ml lotoew ffs tt 1•LI• WY awtl aaob Y]V• vm amb 4WA twb zlDtl TCatl m inm a4b m,b WA WA WA NN web W' 6/Ib wft Mob Emb MDb 1NDb .1MIc p1.fY Nn0.GlertY4 WarN�D 610. ak 4ntl 1mb WA WA w Emtl Mob WA ]BDm 7bb emb tmtb M. M. wb 11106 IAAubtBYeAa 0.C! ye Art¢Q}IDY a] IN. ]mb tmm 15mm tlmb ebb Wa WA WA WA IW WA WA NN ]t6b 2Am6m pDAa'Wl0.0 lUDP. Mo.1aT AMrtffLR ,Amnii-lxp Ea et WA WA ,nm ,nb WA WA zzsm wb WA eam WA ,vtl ,bme inm arob ,e]m. mm Antl mb Siltl znb Ipb a6om emb aAmAv. Lte'4A O.Cl iG461aw abb S+eb WA WA WA f4A teab WA WA WA fYA WA 1-FIN 4Ni]ANCHORVALIIES AS.THESTANDARO CLIP. r Nn1- ,m---AOF„ n MTHF FYAMPLE r]N SHEET 24. GURU 1: FIGURE 2: li i • • FIGURE 2 ANGLE CUP MUST BE USEDINPAIRS FIGURE!% FlGURE& jFjI'GUT�RE& ANCHOR CAPACITY AOJUSTUEKr FORMULA (O -) X ( ANCHOR CAP::7 .ANCHOR CAP.- NIUWON CAP.�y USETHIS FORMUATO DSTAIN THE'ANCHOR CAPACITY RG-0UWED• CORRFSPONDLNG TORN ACTUALPRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WSL YIELDAMNIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM TIE ANCHOR CAPACITY TABLE TABLE NOTES: 11 SEE SHEET 1 FOR WSTRUCDONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 00 LOADING, BEE SHEETS 7A FOR GENERAL MSTAU\TION METHODS. 2) LINEAR INTERPOLADON BETWEEN MULL LENWHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) Ml1LLI0N ANO MULLION LLIP9 SHOWN ARE NOT TO SCALE FOR EXACT DNEIISIONS, SEE SHEETS 21-23 HOLES TO BE OWLLFO IN THE FlF3O FOLLOWING DIMENSIONAL frESTWGHON4 SHOWN ON SHEETS 27.23. FIGURES BMOW SUGOEBTm, APPRO%ITMTE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPEaFICATIONS HOLLOW AND GROLrr+IL ID CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO AMIM G90. WOOD SNALLBE PRESSURE -TREATED YELLOW SOUTHERN PMEWITH ANSG OF ObS.AWMMUM SHALL BEWS'iTS ANO BEAMWIMLIM OF.726` THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S TMC((16 GAUGE} STRUCTURALSTFll TO HE AT LEAST.125. THOKANDA36. ALL ANCHORS INTO METAL SHALL EXTENDAT LM 33CHEW THREADSBEYOND THE MATERIAL 010 S 012 ANCHORS WM wooD MAY ALE STEB. ISS S.S. OR4ID S.S PRODUCT REVISED EEP�0, 0, rlwtae 7-0830.01 16tptntbn orm O&MGM021 OY�M1Am t -� I.lWO• r•- 1\I1111! .\ap�1Y LYly�r 7., Z760- No. fSB7O5 l'P •O 1•X2.76'%a]5-MUILON A Law A(tLLEFi P,E TABLE 4AI ' M0100n 71M. Op/nhq WIdM+Oa rmOmgspeellre IIt11om) er Op.nMp N41afIt ROTt011'mlta4l•G�re 101, IIMar.) M. 101. 1mY Y ypL WE RYRON• Rec1.W>• ce. 1hWim4 Rm01� •RBI T IAtlK 6 ISt1.�1/ LotbO mF T�MOUP R I.w6lD Rh T4'Ov4 IYmPtr IAdTm AW I410 1ultN RW-V/+ lade TM1yt4W. IaedrcLmhO RW01W "U"'2Y Im10OggT.b.Vill 11rA.W. TM1ry01.9. 1aii.ai f„my Ike In.ym IUM�$gB Iublo gLubq � � 111111 8 1g 8g EgE NNI Om 1R0 IN '1roD 7M 1R0 4R Im.O e9 fine m4 IRA M 1R.0 614 1R0 1". IT" e3f IRO 1211 +R0 sx+ 1R0 NOB Inc SH 1W.7 I® Imo am Inc 1® Inc @I Chi Mn 1R0 IR.1 7m Inc LGa. Iro.o em 1m1 MN Imo w2 iT60 Mm I-B N9 1Ro Bet +7oA fm 1TOA en IRA uN tm1 em Nt7 un fm1 em +NA uD IIaA ® 1m3 Nn Iroa 1m OOR54 7R/ 711 iro.0 69 Iro.O 40 17a0 Wt 1TOA 1m 1m. 4R 1ro.0 I'm Me 11T 1(OO tat IRO 711 1. 1- 1- T- QID 1m 170.0 ISO I... Om 1ro.. Too .0 110s IRO He uhl IRO w ULa Du IRA IRO ml 110A HILT +160 T61 1Ri 1710 1R0 IW 19A 1130 1TOA Wl Ims 1I30 Imo 90 ImA M- 11R 11m BH m.l IfR 1R0 mf 7a] itm IRO tlt mhI 17a0 ® 1roD 11H 1NA HS 167] rot IEb 110 iHb 71e 1WD 11! 1023 R! O1_e els I= Im WD HS 11a6 )?D 7a3 HS til{ 715 l0A H! 1HA T1M [40 Hs 11/A HM e10 1.1A R0 ims ace 1]at 1e1ji-I Ow 1532 91 N.. 1H It= on RA WO le" O93 me Qsf RI mB 93 Bb W DI. R] - t1A W 47A W M.1 Ole .5 Whi p 9h 1HA 1>ZI M 1/0A Cm It" r9 II., A ms' 7W t0ae m1 ele m DU flI tW of em me TV H2 6m 6fA M RA 5U .,I1S7 71] MH HA 7W 112 IN j RH iH.T eTe tlas 632 CI.1 HA SW Tti m at 91 CAIm M2 MI sa '! Im I oeLeI 514 me wit no Om W] ]IA a33 92 M Rn eas 0 HA M Ti1 Wt RA Lee a WA 4R 6tl ST M MI M0 !H 9s 481 432 sN et1 W xa STI 9.0 61 Xo ml MA 40 77D BH Ma US 7.h m0 6G 9.1 R4 MAT !6 TDA 19 W.f e4i R1 Ix m0 W GOT IIe 4A4 .M IIA M -0 >Q IAA M 113 ee 4e ® ZlD !12 W1 Ma Sao 6a Ia1 � ]t0 mh R1 M W,] ]H M M W ]9 9] M SP. U} no M Oa3 ill SAe M .1 are me M Sa TAI 17] 4W Ss.f II! Has M 31.1 ST] 10f M DA ®h OA RB 0.1 9D 1" LB 372 at/ =7 O31 SS.4 SOD Lae 39 tae 301 Iu Os0 Sal a00 21A � 2/.0 zae 11A 39 21D ?m 16A ae US 3t1 ImH 3a1 SOT m.1 29 TS.I 7W Mae EI SI.5 2W S26 RT Mae 79 IPA 214 W M 1a0 NO 1&1 0 U! aT7 Nin }7A R+ 9a 1U all ?W CA ITe las }OI IOa ]35 17a ITT IBM 301 Id< 2sI ld m IReI Z20 W 13.r Sm lu SD Mae am 16r m ie} 7@ s TABLE 40; MUat PVT. tLa F�.4t}X RMa1 Lw SbP11R '� in fbnub S.Rfen � V451B'EtA W'89- H08ttl }attl /U!•M A1yTypr LiT FkoltBim iM Boo lTIIem 1¢cm YIP EboUCcm WEb llmecca, Al-IXa Tp Itrm Aa.LOv saw 03O 6,'w a19 eve.[OO Mr11oTGtp P.ttrm. FAR IRt.z. HaT r >IA.' 1• P-ID• T-IIP r atrr r atm t•W L111• r tdN' svP fAp' r P aIP 1JR aer iJIP o.ax W. EabalN IMMI I.T!•MN O.C.Ie- mCOtl QOpl It IT, 1W SWb f�N• 14V1• 194 Bmb A 1 4 41N' 1-W Pro b ]WA b ]114 BBI q64 WA Rib OCb At}b b fimtl IMMIQt1PNn O.C.IaO.A.4 La OegGq tL ME! IWb i00b TeOb Trcb WA WA Bmb iTmb WA 1Beb WA 904 bOb 6m4 WA +ilA WA WA WA 1Wb WA WA WA TM4 WA WA 0®b WA Nt11M1 WA 6Wb WA 1110b iRb 1 AtwnC TMn a.G/P1NlNi}Gpllffla SF }NWm QaIM•MN.OGl e(SAI/o.13P AYn.11b4 WA WA WA WA M!b WA eT2b 9Stl 1Wb 1Tb 93tl i0/b 74b IOb ti0b gib }mb it IAmbIFOO P10sT 1Hb 1Mb TIlb WA fb WA I1Bb WA WA WA +YA NU. R1b M}b 6m4 ;i }Arc]v! I.1S lm DC! 6b. P40b SRb NU, ANCHORCAPACRYADJu ....... ............- pp z Kb (� )X(ARCNOR CAP.,., .\. ANCHORCAP.- OT i �'-1 `MUWON CAP.- USE THIS FORMULATOOBTAIN THEFNCHOR PRODUCT REVISED CApACRY REQUIRED' CORRESPONDING TO AN ewlmg Cod.wlln the Md" AC7VALPRESSURE REQUIREMENTFORTHE NOA-No. 17-0630.01 OPENING, WHEN IT IS LOWERTH4NTHEMUlION CAPACRY(FROM THE TABLE) OFTHESELECTED 61piwtlon ia. 0512012021 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY N9 w AW ITION&ANCHOR OPTIONS FROM THE ANCHOR GAPACIIYTABLF NYIC rwa.nc �rr�c. wr,w..,..-...•._.•............__.. FIGURE is FlOURE2 TABLE NOTES 1)SEESIEETTFORINSTRUCTIONS ON lI51N0 THETABLES AND SHEET 25 FOR INFORMATION ON LOADNG, BEE SHEET52-0FOR GENERAL INSTALLATION METHODS. _,.I 1.000. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHSANDfOR OPENING WIDTHS IS ALLOWABLE I FIGURE 8 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SMEETE21-7a FIGURES SHOW SUGGESTED. APPROXIMATE HOLEWCATIONS. 2730' ANGLE CLIP MUST FIGURE 6: FIGURE IL BE USED IN PAIRS. FIGURE@ 4)SUBSTRATEBCONCRETE SHALLCONFORMTOAC1301 SPECS TIONSHOLLOWANDGROUT-FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOW SHALL BE PRESSIDIETREATED YELLOW SOUTHERN PINE WITH ANSG OF 0.55. ALUMINUM SHALL BE 6OaT•T5 AND BEAMINPAUM OF.f2b' THICK STEEL STUDS TO BE A MINIMUM GRACE 33 AND X45• THICK (18GAUG4 STRUCRIRALSTEEL TO BEAT LEAST.125` THICK AND A3S ALLANCT(ORS INTO METAL SHALL M(TEND AT LEAST SCREV/THREAD=BEYOND THE MATERIAL $10 & #12ANCHORS INTO WOOD MAY BE STEEL I&B SS OR 410S.S. 1` 1'XiTS %ASP MULLION t 11111111lT * e N0. 58705 0 :(mil r�-•7) Q� - TIE 'ill OfVALl�rrt. 0. LYIiI FL P.E.# 6570 P.E E.# 8703 tea�lAnpin 3 � w � � Ea Fi ri;ess���a®exg;." p ff � 5 � "-. IZ � & � � � � 141 � ® Ardis eway RgA.a R•) s aNNN�f�S�eAwoeeRYd�f�wooR���� Y S Y iG c� S 31 tl C P�Yk� 9 �g�nz'Y���gwa���w�ya`� v >� b L b� 5� O�J� ��SR_4�g�e' >c Cg��ve� ��mar e c '•+� Si b b Y� 6 b Y 5�� �� � 3 m"set>EEEm�E�r���„�`R'm'' e a' e � � = � �i i C �p+aq s � IYae/ B s S=® P 3gg S§ H � LyY Rav0aE� � 5 b b b b l��h � e �bb�esWHCgGGG��u �c�¢s -- -ku ��rngn s �n • • ro 9118'¢¢¢ • L y 11 gg a $g 3 8 op �QB'66Qi�9 g�f$ ; �H �sfv��o �cao N � 1^Smn � ON Z�e� Q9 m?i 921. ZN C N '¢'¢'¢ 9FR 33 333 � ' s wyH-ji� F xa E�xy s �i y 8 46€Igo- �9 y G 2 L �• N-P NNE yyy ED4�D� i a 40� P$g� COPYRI(iHi 0 Y017 PGTRIDU97R .ING ALLRIC111111 AVER y a2; C 85*03. m$r � � 2;{ P ~ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS >iimti9 x '�y+2 N 1 X 3.125 X.5 MULL SP CS NIA �NfA 0300JRIj u� raw (u0 b �� J ROSOWSKI 08129/11 C x race rt Nna ru nlr�` J R�ESSOWSKI OBH 9/17 ND CHANGES THIS SHEET. nwsr.OF A1eMAmR9 TABLE UAI' Mu09n Capacily Time OpmmB WIOm(ftr u-01cp-am fful")9rQPenhI2 14010m(for h]0mrmyDp0lPtfO nempb) So mn iFmppdY Tt�I1Eaq. mh Rs1nW^I IFNYa4ry Wh muhr9Hv T�FN1} Wla PAWS TmWrl.. 1Wh TpWTTexp 140E F.4-- lbpll•q 1Wb M•.'In9b 1M1tYDlaD fat4m 1IDh TR10W- t ...'§La4eD IFeI•Hfft1h; Ia4•ip Ia44n0 tAe4'�§m La•Mp [m4$s L-ft UAdc IAp0b9 lava Ia144T totWp L--ft u-. x4x.tt5 Wm b� 1pplg gbg egg y�y gg y§ 1ppf� pA g g�g� y 5� k�� g8 gg�� y F pp� g p�pgg AF' 1m0 em Imo 43 -Al7. Ime Ito Imo Is Ina Fay 1r0.0 DDS ITT... an Imo ttte im9 (1I 1ma RID Imo w Inc Itm /mA 91 1Am its In. eN tv. uro in. 6S1 AS R0.9 na ina eN I- em fim ew ,- - tme m0 11m 1R7 I- Mi Inc wa ma w tm} itW tme bm I= ttm Ima eA 111.7 lam tmA em A.T I= = m0 ,TIED. 11Jo ip ime tW ImD roe 11m mt Imit Io19 Imo eN tma 11m 1mA m 1R1 MW Im0 7p Iw DSI fmo Tm IIA1 fat ITm Tm tolA 1310 1TOA Tm AA = Imo Tm NFI Him m f70.0 01] 1mA RB fto.0 Ltw tmA rai feU tlm Imo w Im 11m t7m w vu it. Inc hm tool its Ima MI m] Ilm 1- M n] I'm 110a m1 mF tml [m tim 101 1W1 Tm !mini m 14m top let.1 eA fat ton 1¢7 mo It. top tme mt 1(60 I- Im2 Too a ton In ]m nA 11w in, - w 'WT loc mi. m Ah tIm AO HELD T{S tat] tea e1B tID8 94 1wA m4 10.4 DPI 1N.0 Im iWe Bei nI.1 1W ¢7 9A tIY Tee 7U Sit 1m1 ip ND 9a tom Tw tp 1m0 rw L mn ImA M tmo rtY taA M tN0 rm H41 M pU im IWA M 117.7 Too, to M IRr 7Y ¢T M t@] m ml M nt n] mt M NA TIt 51.7 M Na M mb� OU en 1¢7 m 113] ep p1A >a A.0 •M IOU IW N) w9 K/ em lU ep 447 ae A.9 en ¢T ne mJ ND' 7m Y NA e{D Ile eA ¢D r RI mt 'CS mh IIU ]R fID.7 em 99] T@ tAD oat eze TR Im 040 Tza TA me im N7 7Di Tu ® A.e TR FA] m] ¢1 let AA d@ 11D T62 8U M xi1 Tm WA cae M iWl Tw tltA )N ¢D 'iM ND N1 TU lb R) (»I eat f>w iU M WA M eat SH 0L1 Tdf w M] wD M A] M m3 RI su M a4 M m.e eW mh Wh WD ep nJ Im eeo 6u mT p1 ID.T W ¢D Im ¢e 6.0 47.7 4m oU eN ¢e W ]/A iop ]eo Me 3U M 7U ate SU op m1 4m 31.7 w W.T T WF AD 4n WD W 47.8 T 40.1 41D 4U T i9] Ip xie Im ]U 4W e1J IR ND {W ar T RO 1W 3U 4m At em IDD T 2e4 ]m 1rl T M] tm tW hi w] M N.1 wl Sid 377. MA e3! 3Ae m Aa >W S32 171 ao Sri at R7 MA ¢I at 377 no 11r lU III, 1DA if0 MA >n 1r.t a01 111 h,', A.1 36/ A.e 7m m.D >n tID ne tnd 3A AD it 31S ]A MA ]A me M no ]OS 1et loi AI 3m 1A{ M 1rA 91 1DA', 293 >m 29A 3M 141 SDo a1 ZII zfa tW 31.T 90 of Me 1D3 M tU ]ae ITJ iwF� 1TA 31S tT] fDs TABLE561 Aneis Tubb0*1 6)e1oE zR 1>roa4 t.®Tac eHe'Ehe - we9 Fbo env Oca F9el0A1 WUFlm Prwm4 -Sc., /pebA 1{rr tp Bb• Aodmil7� SHr [ba l.Rxm W'fOwUtam btriYAlbaan wpwlJraca A 1� A--BeD•NB b•p•em 0w.w(M AnchofClpPmem• C-gtl p9rae Q6 Y }iP 11P 1r 34Q' I' ?1P uu• T 1-w Sw I-w T r 0.48' tyT 9D1• tam• 4W' bt4• 1 4m[ tau• 141. 1w4• tau• t-w 1-w• AOb 1.1A• ]'vlb lab RId 6Mb 9bb 3Nb 111m 6eab tAicNtOAIr 0.6IebtlW a9helt>0 ok. t4S1 ]Wb SAb 4mb ee0b Iw4b IIDb SWb WA m]b WA mom WA lA3d emlf• 11Ab 4Arclm Dixr lln lGl6.41re hllm40Dom JF Tmm m)d tmd Ham omb WA WA 1Wb WA WA fYA tM WA 1]mm t7md ]tab eA4YW�Dl.lrlh QCleblNDfortsg0 MI •Ab f4o]d WA WA WA sad eWb wA Twb rem mom 1®b epd m�sm fwb IArtimaGrem DA,7 Lis A�C.lxp4tpM st e An[MDYPn OL/mL3An6A4•f Fp B[ Tmd 11mb Tmb 11TD7 emm 1®b +Nod nad 1eMb 3BMb 410b •tab WA 1f10b It2lb 1>8b mLb 1A2b 1]pb ilmb {Atbap0. YW40.G1 b5.1]YAtop.ffCB WA WA WA WA WA HLf WA LADS WA WA WA Sted WA HU WA 44Ub WA WA WA Him 1VA Nam f1.lDb Omb 2AR1xI 3L'Mh O.fJ F4lb 6b.R IA¢Ibp 1.iPNh LLCJ a ]Wd Ie0.H >mb mDb ]Wb WA TWb WA Tb WA IYA IYA ]mb 1aA WA WA IYA WA �H m3m 11Ab FIGURE;1: FIGURE2• FIGURES: FIGURE4: FIGURES: FIGURES �I FIGURES FIGURES: FIGURE?. El F-1 r 710 ANGLE CLP (FIGuRC5466) MUST BE USED IN PAIRS. C2 50 ' a Z y ANCHOR CAPACITY ADJUSTMENT FORMULA: = ,� ANCHOR CAP.e,e (OP )X` )oANCHOR CAP. MUWDN G".,av, USE7HS FORMULA TO OBTAIN THE%ANCHOR PRODUCT REVISED plllna wlN Is9ll4tnp C9E9 N•IIofW CAPACITY REQUIRED' CORRESPONDING MAN ACTUAL PRESSURE REOUIREMENTF0RTHE NOAal0. 17-0930.O1 OPENING, WHEN IT IS LOWER THAN THE MUUJON Eltpintlnr1hbO3126RO21 CAPACITY (FROM THE TABLE) OF THESETECTED MULLFON. R WILL YIELD A MINIMUM ANCHOR CIPACRYWHICHMAYBEUSEDTOOUAIJFY 32 M1Jm A13DMONALAKCHOR OPTIONS FR0M THE ANCHOR CAPACITY TABLE 1.ow r TABLE NOTES. 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE ' SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ��1 YLYNN,�Ao, 2) LINEAR INTERPOLATION BETWEEN MALL LENGTHS ANCIOR OPENING WIDTHS IS ALLOWABLE. 4.000• 'I�;0N ICENSF '! 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES EE INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW = * W'68705 '• *_ TO BE DRILLED SUGGESTED. APPROXIMATE ROLE LOCATIONS. �7L Y••;• 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOW AND GROUrFalED CONCRETE BLOCK LNRTOD S14ALLBE PRESSURE -TREATED YELLOW (CMU) SHALL CONFORM OASTM C-90. WO .125' '• ATE j� ���s •'•KOiRDR� 'G\2�� SOUTHERN PINE WITH AN SG OF O.BS ALUMINUM SIWl BE 8083-TBANV BEAMI NAUM OF.126'TNIIX STEf1 STUDS TO BEA MINIMUM GRADE 33 AND.04V THICK(16 GAUGE} STRUCTURAL STEEL TO BEAT LFASTA25•THICK MDA36ALLANCHORSINT0METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYONDTHE MATERIAL 910b 1'x 4•x.1- A NILLER�P.E 02 ANCHORS ININTO,WOOD MAYBE STEEL, I"B.S. OR410 SS MULUDN FL ES 58705 PIES TABLE TAI Nu15an Canich Table Op-bmv WIAaI UTMVWOQ9" 8rFAn Uhl to mF ph lDlore)AlQpcnYO NBgM(b ph IoArantDNaPeni191Mm) Imh I Imh He 1ph 7 XI X.]781 14cNOte cL. TIWf4�Ia ReMPypyta ItecDUSBTB� VWTAN lusty RW'EYPIc Iua,W TIRRIIVN tw�0 ILtlrpWr taelno Tq/BWB LoedrK m"a" t^e9^B Tm"T IatlnO -Vb 1•aB^S R-W-p, I°°mV R-ow 1°Nno Twmm. lee@q R *u- tseW Tnwl"y. Io.B:p Ah-Tubo MDNAn R ail b ypypWi 6 O 11Y yg011 f g A 11111 a I a 1 111 11111 1g f if I if 1 111 42h'1 In. -Jim - Me ]N imol mIm- atla I -I en 'N.1 Ina m• IN. I1f0 inol BTI tme Im ­1s21 1Ro uW tno mI 1ne -I In. 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SWd WA 7mb Ibb m.te9d w]b eWd IAb Imes B MsImmTM4O,GIQI9SANP 4'4lEll.et llm lDe I1TOb 1@ab 9tlb IWd Me 1f104 119b 11nb 7�b lOIIb 1MD4 1®b A. OASM D.Gla4a bF.UTA1eMlfhD NGM WA WA WA WA WA 1n1 WA WA WA WA WA MA ILIA 1lIDb 2AlBmm Q23TWO.CIP[Ap(FA. BJ aWd imp 90b Told Inb fW ]Wb WA ]1Sb WA 4144 NA Ntb N44 Beeb 1�4 4Ncl4n 1.1T Yh. D.G F®B W3 BI 4W iWb WA WA 1WA IL'A INb NIA WA WA ND. I0A mb Wb I. FIGURE fig FIGURE 2: FIGURE& FIGUlRE4: FIGUREB: FIGURES: FIGURE tt FIGURES: FIGURE]: ANGLE CUP (FIGURES MILE) MUSTRE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA ANCHIWON CAP.OR CAP.e.�. (DP�IX� .ANCHOR CAP.e MI.,•, USE THIS F-ORMUTATO OBTAIN THE•ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN U IS LOWER THAN THE MIU" CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDRIONALANCHOR OPTIONS FROM THE ANCHOR GAPACBY TABLE ANDARD CUP. TABLE NOTES: 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS 15 ALLOWABLE. 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DWENSIONS, SEE 4 �. SHBETE 21-23. HOLES TO BE DRILLED IN THE FIFID FOLLOWING DIMENSIONAL RF3TRICRON3 4• SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMUI SHALL CONFORM TOASTM C-00. WOOD SHALL BE ESS PRURETREATEO YELLOW SOlRHEONPINS WTTH AN SG OF 0.55. ALUMINUM SHALLBE ' 6063T5 MID BE A MINIMUM OF.I2S.THM STEEL STUDS TO REA MINIMUM GRADE33AND A4H' 375• 376' THICK AT iBEYOND d 012 i•%I•%3IS� INTO METALTHICK(IRSHALL EXTEND ATSTRUCTUTLLFAST3 SCREW THREAOS"TEELtoee THE MATERIAL 010 ANCHORS ONTO WOOD MAY SE STEE41BNI S8 OR 410 S.S.26- P%a•X]7T� T-11U111DN N+AIfON ^ SO "1" R X ttO X Q 3 O I PRODUCT REVISED Y C• A 111B1 tll• HT41R• NO g NO • '17-0870.07 1 pomd4D b•t• 05126/2021 FL ND. W705 Mullion Cs TabN i m Opwt WidthRarwucak,4pmft mdM) WOPmina HDp PIDM Qw IhOm6apmllm MA-) WF WF A% WF 1 Wh 1WF IaF 1YF 160E 126't Ii1e1POA1! I�.mw AyRAIry Nerolm. 1mm T•MnTM9 Imm R.mWm fames TnptiM1ri. 16.mo Rwaa1/ lY{VBYp Eon u.*§u I o LnmO lulivTIWI- L-ft W-4 Irmo L-u . 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FIGURE I: FIGURE 2 FIGURE 3: ANGLE Cl P MUST �I BE USED INPAJM. FIGURE4: FIGURE@ FIGURES: C•� O � X LO it ri U N $ Oj ANCHOR CAPACTTYADRIBTMFNT PORHUW m•.iX�ANCFptG1P. �.),ANCNORCM.e ' MIIWON CAP.e.., 00 PRODUCTREYISED USE THIS FORMULA TO OBTAIN THE'ANCHOR pMIre MW Ma PIarMP CAPACITY REQUIRED' CORRESPONDING LOAN ACTUAL PRESSURE REOUIRFMEM FOR THE NOA-No.�Cd 17-0630.01 OPENING, WHEN IT IS LOWER THAN THEMUWON CAPACITY (FROM THE TABLE) OF THE S,"U O Gpinflen Dam D5R8/2021 MULLION. DWILLYIELDAMINIMIMANCHOR CAPACITY WHICH MAY BE USEDTO QUALIFY By MWv ADDITIONAL ANCHOR O PRONS FROM THE ANCHOR CAPACFTYTASLE. I--T25T-I TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLFSAND SHEET2, FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND,OROPENNG WIDTHS ISALLCWASLE. ' TI fII1 I l l 11I ]r 1 �a0•......, �� r UCENSP (�l��i 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM FOR ENACT DNENSIONS,SEE 3.188• . SHEETS 21-M HOLES TO BE DRILLED N THE FIELD FOLLOWING DNFNSIONAL RESTRICTIONS ;p. *' � SHOWN ON SHEET821-23. FIGURES SHOP/SUGGESTED,APPROXWATEHOLELOCA71ONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOWAND 26S _ ME GROUT -FILLED CONCRETEBLOC<UNIT (CMU) SHALL CONFORMTOASTM C-90. WOOD SHALL �pQ�S BEPRSURE-TREATED YELLOW SOUTHERN PINEWDH All N 50 OFO.SSALUMUM SHALL BE ES j ��(C '•.�YORID/•,:'1��` 6063-T5 AND BEA MINIMUM OF.125TMCKSTEELMDST013EAMINMUMGRADE33AND CTUMSTEEL TO I 125•X3.ta9•X247•WLLfON ll/1j�AIALLEa11� ANCHORS INTOETALSFWLL E)(EENDATLPA5T3 SCREWTHREADS BEYONDTHE MATERIAL U-1/4•vF YuwoM 010 a. 012 ANCHORS INTO WOOD MAY SE STEEL I"S.S. OR 410 S.S. A. LYNN MILLER, P.E. 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T4 AIA m RA TN A1.0 M NA 14 ae.a w Lai 74 IIL m .,1 TN YI] m ILL ND pa an 9b pY w) m I— M Wt m 11. 96 aB{ Bii t%4 ® n] m MA Ns eat en 64f Btt f1A fn BID ® L1A m na 9B 41 m mi m f4t m m1 C eA Ifll m Bat .17 RA m Rf OIT .. e0 @s .A faa ® .B. fn 11a KI LSl Bn 111 NA MT aU W f81 all 6L1 IA IIB .If ell 3F5i BLF SM.L 81.1 Na al1 all 1- IO Ms BN LQ biA all 9J {1L N.f BM el! IIB NA N. eN IN W NB Ye {A AA all ISO {m IaB B1B {e0 W C T!F m! B9 Rf W � AO Kf W 4Ll YI Yf {9' LLa m 34] Itl Qs ff{ !m W Ylt ]11 1as W fea 91 IIa W iB2 LL] •ipa RF I.Fm. TaJ W 1a1 Ot B01 W Ql iM as la! 6 ! A A] N Na 1Ll N1 II1 a a Nt .v ale AY :RA m1 >b0 f1] rit 1LD T>d W alm .IS ]D .1 TN 111 aU YI! fe0 iBf ]U i4• W 1f] N W ]OD AF mA III faf m RI M1 >N YLB AA aM A{ am MD Al II] 14 1B.{ ]M A.] 4{ nA 191 l.A w tlB AI 17.1 Af 1YA Dt 4D a9 t9F 1U m m1 W 2z0 m TA SM 11A m IL. aM I0A a9 IBA /4 Itib AAA !,a 61 1H 1BB Mf 1BA iN IBs 2fe ta. 1Bl Ill lle t1A tAb 1111 IV 1L2 Im ND 1m U] ID ABLEDB MCFBrG Tabb I 81..4b. ah CaaeY ]H Com. Hoax FmOO�D PTNeoB YMtl hNMT— wwt UIC.em ur EFP1ImNB Lir Hmll�.'m yr Oco Waeen urmFA9 A®.mlrt lflr Eto IlaeNn VrmFb AaD.LYb 6D ttmm scot (G]7 Ma M BmalOtl IIYeYM am.aim7 Metfm C/p PMmma Eaoembs. r xnrr r 1vr eur r Dt1r r Dftr r sur r a4• 1ST' om• L.TA' aaN• Yrb Pmlaa.nl YAMm @lT]'NIA O.GlnYaYEuINM hY 1I 13'r wr amm mb 1Yr 4aV• Hem Hem r 1NIp t.Y{• slum 41H• amm 1•Ur 611 }Uf ]Ism 1 I4 `_1 WA I-W' d WA r WA WA Nlm a96 Nam .96 seam Itmb {Am'm I.tr YF.O.C/aTa+a.a(Noa.taoaY.O IBDb m. 'I®b WA WA mb tm. WA 16BL WA 40b 99b 6Wb WM1 NUA WA Ta06 14b mb tab Oeim aMb ttmb IMDY.@r16LO.GIW3]AnM.Om 1pL f7 ieab WA WA WA WA WA WA WA WA WA ]ialb IW 1DDs WA 3Il. WA {mb IW Elam /Ltl Tat. 19b mm OAmeea@abl'.1LL GG IUCp hF.lar A1R O461j 1Mb IEb fEb NLM BLb WA lbb WA 1lBm Imb inb m WA WA WA WA all. Nam LeOY 1 MIv/F{>fiEY4Oj aAm.v. 1.10'YY AID/ p11 ej1 2— 1 ]tam I WA IWA TABLE NOTES: IGURE H: FIGURE2 • • SEESHEETS2-4MRGDM%LMSTA nONMERiODS. 26 FOR INFORIMTION OHN6T1 FOR INSTRUCTIONS ON USING THE TASLESAKD SHEET NLLQADI 2) UNM INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. 9GVR�3' ROLE CUP MUST 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOREXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING D21EN51HONAL OLE LOCATIONS. SHOWN ON SHEETS 21.M FIGURES SHOW SUGGESTED. APPRO%DMTE HOLE LOCATIONS. �i RGURHI: FIGURES, BE USED M PARS. FIGURE B: • O)SUBSTRATES: CONCRETE 9HAl1 CONFORM TO ACI9DI 9PEG0=1CJOlON6. HOLLOW AND GROUT-FBLEDCONCRETEBLOCN UNR(CMU)SHALL CONPoRM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OFODHA 5.ALUMINUM SHALL BE e063-TSANDBEAMINLUUM OF.100'THICK STEEL STUDS TO BEAMNDALU GRADE33AN0 ,o4V THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.IZV THICKANO A36 ALL ANCHORS INTO META.SHALL EMEND AT LEAST3 SCREW THREADS BEYOND THE MATETUAL MOLM2ANCHORSMTOWOODMAYBESTEEI.I"S.SOR/10SA ANCHOR CAPACITY ADJUSTMENT FORMULA: O IANCHOR CAP..e.,, _ (o )X `AULLTONCAP.,:e� ANCHOR CAP, PRODUCT REVISED 6� USETHIS FORMUTATO OBTANTHE'ANCFIOR Mtn U+a flaAtb Buf1e11 CAPACITY REQUIRED• OORRESPONDING TORN ACTUAL PRESSURE REQUIREMENT FORTHE tg Ced E Ala. 1"1' 3- .0'I OPENING. WHEN rT IS LOWERTHAN THE MULLION laplul"Dab 512612021 GIPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELDA MINIMUM ANCHOR 57 CAPACITYWMCH MAYBE USED TO QUALIFY AB•m w<I AODIVORAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTABLE 1111111lI *7tt MG 58706 L 0 .. 115•X325•X.100' 128'%31S%.100' �i�aS�M..L ET MULLION FOR F,ELDM`J mUNITS MILLION"'AYH FADTORY-MULLED 11NR9 A.LYOiNuIi&L FL P.E.# 6870 TABLEIOAI I, Lbibn ceaatllyTDHe JPI I, (39a1110WMl GuwrtknPpepamYp m16om)aTOpenhp HdfPllpxMtrMeO'! IMea[) MOb tmb 1/Ob nOh Wh WM 70M pb Wh li Igee6Mv Tnplibµ P1Nreler TopRhoD WMe✓s TDpfdry. PNuglb TnyGNi. PeeloVOer TnpIfM6 PeRmIJu TDFIfAry. Wtl'Mim Tnplrtlen\. I WMpYI L.&. T�iha\ IYM+o RNDryJu Lo Q Try'VVNp L-ft \]6 [S20 Lae6% lame Lw6y laJli lamW tNeM b'YD Ladee 1N66p lDDere LMJoe 4s110 L`.O [.e24 § hI Tit aN 1m0 7J1 M'I RI t"A W Imo We tmo es tm.\ 6n nm Itu Iim 521 1mD n(o 1704 a1 1m0 NN Im.e eZf nm In6 Ind Wf tm.e Im tna NI Iml n0tmm — Im M. 6H1 Vm m6 Ima m iron uA nae W tme na In.D em !!] me ImD w 1a.6 1m neD n06a6nb aN 1Tm f1nnm 91c Imo 711 IMA uN ".0 is Ima Dtl fm0TM 153a 1m Imo R\ Ia/ ten inA )60n W'... lma tna aeTlmtll n\ TI\D tlt tnaITCD6u iron tlD 17" 1N tmJ I7n imJ ® Vm ua lma ea .. 191 fine IW 1NA v0 tme pt n4t 1R1 Ima N1 111f iTtl trot NtWM tra0 tea tlm 7n inn file Ilm ae lfea M. Ntl Ina w ULt all tmD BN Nsa all Am W] 1m1 all 1m1 tm 9a/ all Ima l0a ev 1ef1 1mJ iW u! 1ra0 1f 10 Rm eW fiOJ 9tl 1TeJ Ne ab Ilm Ima +01/ nu me /nD Mn 116J tTn rem faro 1NI nm tme 10m nn nm ISSJ lOm 19] 1>m tU] qR0 tlN Ima ea tm0 aD MA la a1.\ t39 Ina . 11M iNJ iW nLt 17A1 /a.1 taro wD tw MA W Wl net 1>a m nl me IS6 ae ILt Iw tn.e /n Mh 1m0 W ImD ma m a1 tmo Im1 91D U4,2 en 191 x6f 1a1 a6 mi IN/ f9.t w e]i iN1 tOST Ne ell I011 M2/ w tll tm N] m nl 1Ni eta tle 6L 1N1 III., W nh fe1.1 IN! w.f m lnf NI lae w WI.\ tll 1112 ni e!i NI 1WJ m ra] WI et] 1R 7L! NI Nl m W.e N1 ae TN etl Nt 740 nT eu Tl.i TN nN TILT NI IN mJ 7m tlm ae m7n N.7 w IOU nl nA I. aJ TM 1]] eN M.1 )m N.1 IN n] ni N.0 IN mT m a.t w "a ml 41] al tl.t m 9 nh Wh m.e 'M.1 al N 6M T1A NI TIJ 6tl aA WI eu ae QT al 6l3 w Ii] Rt a9 BN QO al 4u Ni Se In QI W IO.T n1 U7 tl1 a9 m nJ m I1N 'tL\ 6W 7v tl7 be .0 aA all Nl m 6fA W! N] 6a aJ \e3 IL] Ne Qo 4N Ye m LJ ea nA 6m 31.7 m )!] 6!0 )M M! al IN nl 40 3m IWM 111M iee] 4m Ialn Ile] u(h 13L0 mmmmmmmmm TABLE 10B APCImrCePacIN 6Pm 2]e Name Sx OaM. Table0bq 11(MII fpW DIV DTWem 11aY ADnY:�mm 1I1r• HmIL2ie-1:?m YtJ• QMUYeS�m YaeUm A2'Dm6 f� 6U'1nB'rtmte VfDQlBBHm etON(atl l/118W SMAW 10'✓) AeheiCOp PNlme W� 13� 2-V 4ale' 13f NM T r 2N3' W/' H'r r 4Vr bVS 4Vr S 411Y bVe' NM T T aeT 1� 0.er 1� O.W tale• ml[Oemt zArcfm.O urlan Dc/eum+lrON4c�Ogt �m ecom ram Nob wub DDb 3ab awm TM v4m M\b Dab xlm W3b eam eWb aon 11ab eAIave I.1r Yh aClelodn Or OD6N Mom TBOb WA WA MG MIA faro ebb vWb WA WA WA 1Wb WA IMb WA enb IDA Iwb Wab ll4m +1Db eMmoWSYh O.FI 1aAryotIDel0q 6T Tmm TWm frnb J. temm IUA WA WA WA WA W IIL4 NA mOb SAIc0m D0ar Yh O.QIV�.beo.9PAl)a 1W WA IVA Im1 Dab Nab tYA e23b p64 tab tMb iam fmlm lam avm emb Tmm 2Lb ?a0b IAmIDr/FC$OTS 67 JAet1M Iar YIn OC/f 106m te6b 1Mm !Wb M1A NU NN WA teem MA IYA WA WA WA xtb 4nb flab (0P_)X (AN -ANCHOR CAP.— M���'-- PRO DUCT REVISED' USE THIS FDRMUULTO OBTAIN THE 'ANCHOR =PhBw wHh alp rb.M. CAPACITY REQUIRED' CORRESPON13M TO AN •17 Ofi30.07 ACf UILL PRESSURE REQUIREMENT FOR THE HDA-Ita. DPENING•WKENITIS IIANER THAN THE MULLION P mq�p� 282021 CAPACITY (FROM THE TABMINIMUM ANCELECTED HOR MULLIORRWLL YIELD A MAY CAPACITY WHICH MAY BE USED TO QUALIFY USED TO h Mllm ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE FlGURE2 TABLE NOTES. 12ST 1.250' • • 1) SEC ONLOASHEETDING, FORSEE EETRUCRORG NUSING THE TABLES AND SHEET FOR INFORMATION • � ON LOADING S13: SHEETS 24 FOR GENERAL R48TAl1ATON METFODS. 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANDIDR OPENING WIDTHS IS ALLOWABLE. It Il I I I11!// 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SC FOREXACTOIMEdSIONS, SEE O 3.2 V S2B0' , % 36 ANGLE SHEETS 21-23. HOLES TO BE DRILLED 04 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �` '%. s CUPMUSTSHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. z*. fi 6Gax6 BEUSED 4)SUBSTRATES: COXCRETESHALLCONFORMTOACI 301 SPECIMCATIONS. HOLLOW AND = A IN Pam' GROUT -FILLID CONCRETE BLOCK WTF(CMU) SHALLOONFORNTOASTM C-90. WOOD SHALL �'1W� f�/q•�-f/ 'L FDURES: FlGUREtb BE PRESSURE- TREATED YELLOWSOUTHERN PINE WITH AN SG OF GM. ALLU LA1 BNALLSE L66 �OSTATE OP' � 803>TBMOBEAMNIN M OF.1DD• THICK STEEL STUDS TO SEA MINIMUM GPADE37A.ND .FYORICA,: `�``� • 045•THICK (1BGAUGE). STRUCTURALSTEELTO BEAT LEAST.126'THICKA)D A36. ALL ,� 5 ANCHORSIMDMETAL BRALLEXTENDAT LEAST38GREW THREADS BEYOND THE MATERIAL 12V MULLION �' 1woN • FOR 1103/12ANCHORS INTO WOOD MAYBE BE9TEEL.7885.S.OR1103.5 Fff.ID.MI'LLID IMRS FAOTORN(ULLEDUNIT A LYNN MILLER. P.E. FL P.EA 58705 TABLE 11ANtJbn Ib•nta WOA+IFr`m07n]YbDNlIiO mumrp7 "owinglidaNt (bfA]hmfeTYJGwa110 m10A+AI In ttly SALE IWF ' WF NN Wy WF WF IRsbniJr Tq'ihN. flr4iglr HYtNee0. ILenwn Tvep"Itz.Tnplyd— RW,AdAr TQ•I6ma wnRpar TAP'ia•0• aeC.yb T,.jnN IlenrPlu Tr•Td•,• R 'Iolntigg��I�eOnpUft 115JJJA Ledi0loiyD satlN tril TAbYOalmmsmmImo. 6 e�. 6S@ lgggi 4� 'E§ 5 8im39 LL 6 d Y Z¢ k8 $dd 3� i3 3E Y �8 i 9fi Y8 3 i3 �d Y8 Am wa m TmA rN trw m wn W nao I We flat AIl inI m nits vu In: m MAI w nan ® Imo 1 utl a. ml HIn t1H lna nI tno 10n ImAll frm ea 1]N IIb Imo 'i1mD Ip fm.0 G 1)v WD 1mA 6Y imA ea HOd n0 nao 6a Hld fni 1mD m mA an n0.a m 1m1 fIW Hai Dm naa HI] 1Wl UD 1mI Ita-0 m ]OAaY in ni im.0 6n IWA RD nao B]t wA ta0 naa 64 tim SAID AMA 1mD m IIOA Sus Imo tlt 1mA IIa IIOA is 1W.1 tTn mA M ma BID. I.A 166 MO 2231 w.D AS ale H0.D ni 1mA IH 1mJ as TWA I91 wA 11a 1TOa 161 tm0 tm In.1 An tnA SASS 1m0 IT 'no lw H0.0 Ia STOW 1113 Rao at IiaO m1 lma tlt 1N1 YNe m.a tll .1.1 In. 68e ttv IR 1n0 tan 1m0 in 1m0 1]10 1mA RI In0 4R mJ 11/ nm HN In. me 1mA Im flax 1W1 In0 R29 11aD tan aA] BiI] naA tam 181 2im wD tam ple tma On 1mD m in. nl1 MA ID/' wA 1)m In. Na "Id I:m MA a1a fiDa m] fm1 10n wA 1W 1m. 112. I.J AM 1n1 11W fab 1W0 1m0film 111/ An wJ 1m aF T" Rs mJ m Imo tug ma I. wJ mI Hm TW2 T1 1Dm wa IDII naA tra] ImA tlss w.s tue wD mD fIm na tmo tm lab tat Imn um toil t!a vD.A 1Dm nlr ins Tao I.A m Imo ma 11m 7. w.A ua n6A f2s I,lA 1tw mJ tm Ia.t inn in- uG m7 t1u eL me Hie nu IDA ISM R.I Im1 Im,i Hsi Ia1 fm m] tm alv lnD tta wA m tma va 1XA IOW 1wA tml H0A -9 WA 15a 1— utl I]Lt IBI tau na 1ST] i5w uu n51 tl] nn m.] Im N2 HDI tIl] 4n nr 16a nu wi AN tn0 tm wa ffi I1m AI tn• tltl 1PSA 1IIi Inf 1]15 fYA Orr 1(aA tal IlIS I111 Tat imI +a.f lIn 1Bu lmf 1141 Ifa R9 1M fill tiw a] IUr tWl fta Wie, tax 1110 flab i Itu lfm to is tmA 14W ., tlt en 11W 8] d nA 1110 RA W it. lfp a] nD m AR ai +tta IAA QA UA 1. RJ a Tou Ise nA Ir9 du W2 m] R6 m1 m IA• Q! 11] III n! Rs pJ ffi Um Ai1 ml 16I an 1nJ mi An ml IlD] aA In mA 11J R1>dis p.r Hf N] Q� 61A ml DC] tat Ifif nt UO ip U.1 )if NJ 4i t"" al m aA Rt ]61 tlfEDTn] Ta RJ Nt n1 mD Da0 ID/ a.1 m0 et] NO U] iW 1l.A Ul !2f m0 UA Br] R.A m 41.1 IN MAWa R.a i]0 ]usV 31A 6W Ul m/ W U] ]Id IN 29.1 all ]u a/ ab]' aT/ m0 as >7Z nt Q] Dt9 RA m1 9A1 a0 ItT w 14FI Sfi •m m.f ID/ SL9 U] wsu ]n tlA a] 1U QO SV Im a.1 >U to am m0 Al H.] Im 42 m TABLE 118 Metwrc•waltr nm• 1 sm 2T•CartAa Vr CtOlnrcm asem mrBW ST9 Fimao<m Nbnr au V•'Bi0U1av1 WSS Ft ulm Q• UAY]t laaoW LlmCim Am rtrrxd PIN 4M 9]Ib MSSiIl1 A NvLpG uaJ Ri amN atfv(DE} Artho'lype MCBp PNCm1 cher YIC StDwbm Vim AWN ac oIr Amr haw OYNro I• xar r• i-Irr YLS r inlz I• avr t.vt' r ln4• Y1A' VRI' r z tsr IbC rale9 Imyrsnea IOW aI"! wn D. IStRIw nOHtl 0+a+] Ia ]mm tae ]OOm Tale• s.Yr dIlm z If:ab NU wa QOb NM IN! aam ]Wm ++N• ]DIED n011• Nq IYA 91m WA Dab WA Wan Il'A a1m lAim flim Emm DIA 111tb AAMDavC1.1r4h O.D IbWLm P w .mn rmn 1Wn Imm Rol N'lA ®m 1]Wb INam aon SWb NIA imb TUb WDm ISWn Wn Imm I1Wb eAl•NN+UYaa O.CiI4 A6Afab Ia1a>I WA !I4 rIA WA WA WA NCI WA m WA WA NSA WA TT9n IMI'Aa aAd1'N]+(1.C.IRQ,tta.tOP Mm]t pO. N'A mm wm ezxn wm tnm mm son wm ]mm mb wm mb aob ,I IAtllnrraaBla ll II 2AfaKW 1.1PYn HfJ FN]PQI Imn n fan ](9b NB1 IYA NIA 1Wb ila+ WA WA WA Wl —Kim 4Un DWb II IGURE 1: FIGURE2 IGURE 3: • ANGLE CLIP MUST BE USED IN PAIRS IGURE4: FIGURES: FIGURE 6: LEI El ANCHORLAPACITYADdUSTUENTFORMULA: s = Q O:• 0— .� (D �)X (ANGiORCM."') .ANCHOR dlP.m MULLON CAA.,e�, PRODUCT REVISED USE THIS FORMULA TO OOFAIN THE'ANCFpR PHIMSrritNfM ;Ndlnp CooMM FbRd• CAPACITY REQUIRED' CORRESPONDING TORN ACTUAL PRESSURE REOUIREMEMFOR7HE %MLALION NOA�sW 17-0830,07 OPENING. WHEN IT IS LOWERTHA rZp"1, on D•n 0S21IrlM THSELE CAPACITY (FROM THE TABLE) OF E M MULLION. RWILL CH MAY EMINIMUM ANCHOR CAPACRYVAi1CH MAY BE USED TO Ol1Al1FY by � ct ADORIONALANCHOR OPTIONS FRDMTHE ANCHOR CAPACrTYTAME. 1.260 TABLE NOTES; 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE T`+ NY LYry�lrejr., 3) MULLION AND MIALHON CLIPS SHOWN ARE NOT TO SOME FOR EXACT DIMENSIONS,SEE DUENSIO,NAL RESTiUCDONS `���>�. JCENSF'r•�.��(� SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRO70M4TE HOLELOCATONS. ND. 5570.5 4) SUBSTMTESOONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLIOWAND GROUr-FILLED CONCRETE BLOCK UNIT(CMUI SHALL CONFORM TO ASTM G-W WOOD SHALL Amh •p :/,L BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHANSGOFOSS. ALUMINUM SHALLSE OF.IDW THIdL STEEL STWSTO BE AMINIMUM GRAD,3i GAUGE) STRUCTURAL STEELTO BE AT LF.AST.125'THICR AND Aid ALL %O••ATE6083-TSANDBEAMINIMUM `•' S''•••...•• \ .OM^THICK (18 ANCHORS INTO MEFAL SHALL scrE ND AT LEAST 3 SCREW THREADS BEYONDTKS MATERIAL S.S. I3 X3...X=- %.,`,s"ON�L EN.fG`�\ ALAfN NYJIEM,P.E. 610 A M2 ANCHORS INTO WOOD MAYBE STEPS, I" SS. M410 tlUWON FL PE.P. 50705 TABLE 12A -1 M+I®anG T•hl• OpeNnp INMU1 CBrrelgaAFBDr}IiTp mlOu• prOpfmitp H•yM(ta la0mbry8pAmlrp mlODls) mh fah Imo rah two ah mh maI bh RWT.16 tod..1• Tr¢Wp IYmrply TgVM•� R ba- TeaIl,Itni fbBWBU• T.0-n u T-0 fimpV T-Titli Ra-v" lvlm• TlylntaB lol•J"it/Y"; Rlo�71m Imfm leetlp Ir•$6/ le•TDB k.1ro wNylWY 2}4}26i ti,, � �alpe}r• g e g6leBD19 � � �' g(L®+Y � @tu•a d � j6•bY{@IYImOta 8 di l f i doil a 1 1111 0� OR 9 IN d Qh im0 Im tR0 a! 1TaA TN tR0 4b 1R0 e[A TRe ae HEAT 1Act aB ImD INe tine an im0 n/ct fmA 6a tmA //1e 1R0 ga 1m0 /Ta 1'IBD 6r1 1m0 tma tmA ml Ian Imo Aa mo en+ 1m.o act tmo ea 1A.o BED tact ea tact na fmB an 1"A tag Ima M ".B Nn lme bD - Inc vu ao lma IBM lmn m Into a% 1mA sect amgu Imo ]n +mD sea IAA et/ ImA al Imo 1ae tma gal +mA t1N tmo m +mA Ise I- TV in - Imo Ica ITIM ITb it.. M Im.e mti - M imo 2aM fmc Ae an ImD la 1m.ct ct11 Inc Ba IAA NI t}0.a 1111 1me re4 1mA In6 1T60 m tact M1% +me - - IeN 1AA IM Imo Ina 1mA em IAA gal I= fn 1RD T�10 Ma. ib ah tma em rmo 7a Im.o IUD 1A.0 M Imo tx.D 1me aI 1mA ton 1A0 •11 IAA I- Inc]BED lmo m1 1me Ieb Imo as +A.o tas 1AA zIb +mA tam im1 a1m ma tm ah 1Mai Ba0 ImA 71e ImA Ifte 1TDA ea 1R0 tam 1R0 act TmA 1W 1m0 1a3 tag tab im0 ten 1R0 low 1m0 11a 1.0 mi Tm0 11® 1m1 2nl] tict.ct tnf Nef ma lA➢ 11n Bh', 17n0 %1 11m.1 7m IA.O NaB 1R0 BED Imo la1 1RD 10a IT0.0 1bB fAA fob imA 170 1m0 11M t1eA 1W M. lag I Tta t]DII tag N1J un 1A0 fas taTa TITf 11g0 tm 5 mhj tmP tom IRO m tact fag tR0 ItlA 1Rct NN Ima I= 1R0 I- tm0 Inc Imo UN nn0 fa13 17U 2M IRO tagl 11aA aM 1T60 Ito 121a 21G IAA It78 tou as Inc fm mho 1R0 I- tmo O] - I- IRct 101ct 1mA 1- 5 12M /mA Imi 1me I- =1 na IAA IIa I- Mw ImA +ea III. Na IaA 1eN Im1 1M 15U IM M tBa IM7 1.1 bhp HMV 1101 11110 tm Im.e fall +mA I11. Ima .It 1R0 IZa IT60 1Na -Jim. IYB Mal Tea 1]11 Mt taA Im 1¢t /em IIIA 1M Lai Nm N2 fat Ials 1Na ae 1ea 1VA 1w Nh� tmo I= Ima 11N 10.1 1- trap NN /aA Iwa rage 1+N IMA I- Ql.a Itb IBA I- 1f0.2 II. Flag MIS +N.1 1M TIA taN aA 11a W.• +aM ¢l f1O act Inc I ml I Iva Nh� MIA t2m MIA 1Dm tEe taH MA 14m I tab 1� 111x tea ¢ tZa bA IDN Mx as a.ct 1ctm 71.7 I= IU ate BHA Ina m2 BW ¢T 12ID ctD-0 m at 1a8 - 0% IM h� 1mD al 1mA a7 6] m m.0 Ile BN ax aM 61.7 hl V" EDT aA Bn 61A ws du m aA at u1 m IBA We aA %1 N.B 7N au m tlA nt ff1 hl Bn1 B10 a.a ear 70.0 MB g18 aI N.1 BIB Tn• 0m N. n0 Ne AI aA BIB a.7 is Orr BW e1.1 at Mr B16 0.6 Ta a/.t no 40x Ta TBJ a0 a1.1 »J imh' 7es TN Re ne ¢B ra eu >m eu Ta gS1 a! nx ba NA ea to tm IAA en137.71TN 16a ea 31a TN NJ et/ an Tee a.e NI ae ra mA al NIh: at/ gM Iaa ea TLI ae as IBe ate e1e it.. Nt aA 61a zu w zu em zv 4A as ee aA N4 to aIe Ina tat u• e1e t7x 4% far ae na Ne TABLE 12B i Mcb�C� T•N• lNU fiaCUU Pf WODI Y•• . 6b II 2TtmICIOe •1T 1sio Vr IXDVC•en� ergsIX sTT IXo vrmvA •foaBe •+zsYe •v svw Nrin Tryr MNuTCOp P•t•m• LIP Bto1W® Vf IXDub[a 1' 2-Vl l S14 SITDtolJrsm T Ai? I, BLY T nbta SLIT AQ S gTw�g�Tgg 6.tB' ngr gip!) D.ar tlftrea0 Pmtr lveBg T YYr 1PN• 19f f31• far Y 4Yr +Nr 1Nr to 4U1• Wrr z 4Le• ]O'T I•tBs 2AINal itY YIn QC./OrANneb11 P'q emb as Tab BBOb falb anb Bmb eab alb HY ] b (aJlb VIb NIA 6B1 etlb BIBb WA of ea22 IOb EWb 96Db ltab 1 ArtM1 Daa•Yn O.n lal•I.0 CW P1B ✓n Ttlb Ttlb B]ctb tlab 1B/ab 1Q1b NN NIA MD1 tab lILA ADIb IYA WA tW, 1% Uab IWDb BARM1DL71'Wn PGlatriaNlYADaIap P+iR gs>b V Agb Nab 1aB1b Gab IUA Tab TMb Yeb lamb O2. Dab ttab IAkhn DYtAn 4Gl aAAryls Opal P10 6MIAllOTYR 0.FIPIau l i lab tneb 1fAb EIDb tagb 2e11b hatatlm NIA 11tlb stab Nab stab tlab Nab Mab gMmBDl.ar YhO.GIULq, tlo.tBAln IYA WA WA Ing NU NG WA IIlt NIA NL1 WA M NG HIA WA WA >f b eMAa OD(Y•Yh0.GIU .bD.1TTAam.P$af WA WA NA WA NM WA W'A tab NIA NN NA a1BTDB NIA NIA WA Itlb IYA ]M alb 4Qb ®b 2Arcb•DSEY Mn QCVFirp Pit 6a gab !Ab 115b Il1b Trib NU NL! aab TVA IBBb NN WA NA alb fiolb gNb eMlm 1T•W66nIFA +0[ 40b 6Mb Aib Bmb NN1 k ANCHOR CAPACITY ADJUSTMENT FORMULA- g a (DP-) K�ANCAOR CAP.e...\oANCHOR CAP.- rr� O - MULL10NCAP.,-wI USE THIS FORMULA TO OBTAINTtEANCHOR PRODUpryryCg1ITgBqREVISED CAPACITY REQUIRED' CORRESPONDING TORN 9uDlln Mm IN• 17o1M• ACTUAL PRESSURE REQUIREMENT FOR THE 17-0630.07 OPENING, WHEN IT IS LOWERTHAN THE MULLOH Na11-Na CAPACITY(MOM THE TABLE) OF THE SELECTED Expfallm D•b 0Sf1012021 MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY Dy ADDITION& ANCHOR OPTIONS FROM THE N4m Pro uv ANCHOR CAPACTTYTABLE FIGURE 11 FIGURE2 FIGURES: FlGURE4: • • TABLE NOTES: SHEETIFOR TNSTRUCTION90N USING THE TABLES AN06HEET25 FOR WFOFiNATON IXJ LOADING. SEE SHEETS 2J FOR • • GFNPIIAL INSTALLATON METHODS. GEN FIGURE� FIGURES: • 11 INS OPE LINEAR ULL HS WIDTHSHAEN5ANS,SEEE 3) MULLION MARE NOT TO FOR EXACT BE ATEDFLILLED IN T MULLON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EKACf D0.IENSIGUR SEE SHEETS SUGGESTED. APPROXIMATE CUPS THE FIELD PoLLOWINO D0.IENSIONALfiESTNCTI0N5 SHOWN ONSHEETS 21-ZL FIGURES SHOW SUGGESTED, APPROKNIATE HOLE LocAno is F101atE7: FIGl1RE& a FIGURE P. FIGURE IO: ANGLE CLIP (FlGURESSS� MUST AI USED pT paps rp.[11 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 30I SPECIFICATIONS-HOLLOWANDGROU"FUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED YELLOWSOUMINN PR)EWITHAN SO OF 0.55. BEA MNMADE3?IOATLE/ 5HICK(IB SHALLBEST-TEANDBEA MINIMUM OFH]rKA ICKB. ALLANCHORONTO MINIMUMETALALL EXT3AYATLEST3C(1B ALUMINUM SHAL BE WSEEL TOO EATMINIMU126' .125-T ICK STEEL STUDS TO CAUSE). STRUCTURAL THREADS BEYOND THE MATERIAL 010 S M2 ANCHORS INTO WOOD MAYBE STEEL. IM B.S.OR410 S.S. A TABLE13A , Nu6anCO 9 T¢¢A Hd¢iq lFl re nd�uo) Imb , %dn¢ vwmll (fOr,eAogwPeI+1001,9R,IL7) arOgllhq 1wF ,wb Wd T.OT" RO:Iv�lc wb R-9- mF T OImc. ReCetiLr wb T,arinc RNY,vAO WF TRPcRK1OOSv 1Wb T-wuO . Nc+O101a nD. LD'v Lo1B10 R2X¢X]¢ lud„D Ima lwlq mulmn Ii.n9n01r l9amB lumq Imm¢ Lo v m V lmbq Iorta Lc dm 1o,OW Lmft I<'mro 3 �i 0 T170 �� IT Oki im0 BID ROO 11S IRO TN 1Ra m 170A !® 1mD M Ra.a 1RD 619 R0.0 /110 1R0 6% 1R0 11m 110.0 631 1AD uie iR0 SH Im.O 17m 1R0 w1 7mD 101 B fm__ Bit NFI 1700 IW 1R0 SN Im.O w0 1R0 AO/ R9.0 6W ITaD w0 I7" 1135 I= Bn 17" 12/! llm an 1R0 1., 1R0 BW 110.0 11W 1R0 RD IRO Imi IIOD mo Ima �! iWA 6N pa.BWF 1fDA TO 1AD SO 1R0 O0 '110A B% Ra0 1DN +Ra eN 1W.0 110 1R0 Tm Ina 15O 1JO0 747 1R0 +NI 1Ra AB IAAm 1m.0 Tw 170D Lw3 IRO lee RDD 2101 im0 7W NF iR0 Tn im0 %2 Imp Ow tAA B% 1R0 /110 1R0 Al IWA Im IRO w1 I= f1D1 1Ra Bn tA.O i01 1R6 Na 1111.414., ROD WI fmA 2m1 1R0 ¢N f1OD 2550 1160 OBI WFI, 1R0 tmA m1 IRB 100 1R0 M R0.9 INO TAD wO 1R0 1M7 1R0 011 f10.0 Ism IRO am im iTm 1mA IOA Ina 2,25 ROB IM 1R0 24. ImA 10% R0.0 m11 1RD 1Wf wF i IRO WO IRO N! tm.B 1116 im0 eW 1mA 1!tl /TOD 810 1ma 1N6 +m.D 1%8 tAA mm IRO Im mo I%0 IRO 11II IRO 2II1 1m0 ties 1mA 2w1 1JOA IRI in. 20m im. U71 ,¢b IT0.0 R! in. mf IRO 110 tA.O 2W 1R0 1m1 tm.0 IDA 1mA 165E 1RB tWe ROO 1753 IWA 1155 170.0 IMf Inc 1210 1100 21m MA 12m iRA Z7[1 1A.0 17w ITaA ]„J +JBD t>e mk 1R0 10® R0.0 wB 1mA /R5 IRO f00 1TDA +NB t7m ffm LAD 1TW IRO 1� 1R0 f013 170.0 till IAA 2,m 1mA 1>m 1R0 25W 110D 11Oe tA.O 22m Im.O /� 1Ra if00 1Ra 15m mF i 170.a 11II 1R0 op tAD 1W IRa IND fma Ina V. f2W lAA tT9i 1140 1JII in, nl +mD 142, 1"A 22U 1R0 NW IRO mII I7OA )Bm imp am IRO 1604 RaA mw IRa Im mb 170A 11M /R0 un IW.O 1111 1R0 fill 170.0 ,ell 170.0 12W IAA mR RBa Im9 In. m IRO un IAA 2W2 IRO IWI 170A 2181 170A 1W0 1R0 ill IRO 1777 1R0 1B% 1R0 ITR WF Im ,1m tWA 11N 1A.0 15M 1mA I� IAA 1JW 1R0 Hm IRO Mm R0.o iDs R60 m91 1R0 110 1mA Rse 1W.0 1%B 1mA dN 170D M25 IWA MR 'no 22m IRA U1i ROA tml Will 1mD f417 Im 122 Im.O Ina in.0 14f1 ImA i0m 1T60 fell fAD »R 1R0 IA/ 1WD 21w 1R0 f%2 1m.0 lw1 IRD 2= 1R0 %0 In.0 2A! 1A,1 ]IW 1wA 200 mO0 dW 150.1 21R iWtil im.0 /W1 imA 100 ImA 1%B 170a 1M 1mD 2211 17DA mm 7' RW 1AA mm 101AIe II% 1R0 MI 1ND 2m1 1%.0 T411 Ina 27% iNA Vat IWA II% 125.0 22Y 021 ual ROA mW 11", -Nm "Am 1R0 1W0 110.0 tlW 7m0 2TW tiOA 1¢O 1m.0 2m 1R0 %N IS 2D2 If2d 2N5 1mA 1ffi 1N1 IIN ita6 2W2 RBA %0e RA m73 1f0.1 27R fl5.1 2&D 10O] mW I" bjl tAD 1T% Inc, Im Im 2m 1-A Im t511 ffi 1599 10d 7..1 ffi N1.4 im Im.1 2m2 1 INA 19N I IMF Iffi +101 f%3 0.1 ffi WA 11m T7] ffi BBf fell nA 224 %A iBW 1NF 1251 15N imA 1411 id] i5N IW.1 14m 89.1 15N OfA Nn JB2 1S% Ri 11w "a tw/ Tt1 11m R.B 15M Olt f>b O2I iSBt FAA mm N.T 1WI S0A RDS ffi1 1Wi NA I2w irte•F3nINmm I 1K•o-Dt- 1",= 1 a1SB - I Ar FT,,__ d 6 ANCHOR CAPACITY ADJUSTMEM7 FORMULA: k § _-g �-)X(ANCHOR CAP.e..,�-ANCHORf-'- MUWONCAP.,va. a USETHIS FORMULA TOOBT/UN THE'ANT2fOR PRODUCT Hoilmng Codes REVISED iq qo FloAdO CAPACITY REQUIRED CORR6PONDINGTCAN ACTUAL PRESSURE REDUIREMBTTFOR THE NOA�Iw 17-0030.07 OPENING, WHEN R IS LDWERTHAN THE NL"L. lapt.U- DON 0512&2021 CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD AMINMJM/WCHOR CAPAGTY WHICN MAYBE USED IO DUIWFY g MIOm AArcTn10£19n 0.gIW96 Avp�Clm10b.BF lBOm mOm 0wm vcavB ,ca,a awes m. w. .,. sm.. IN ---IROM THE - BAaBm0r,4A DA.IW2as AIVe DIg70ip. Bi ,WDm ,Swm ,1Wm dmm Brmm ,Wall „mm wA ,emm ,ream ,iwm m1m ,b1m nmm 2zwm ADDRIONAL ANCHOR OPTIONS 11A-0ls lll O.a! as/+Bd tfDe 7(H ,Owm ' 2INIF.I ,Noll nwm fDA w.N ,v9m WA Rc .A wA WA WA 2Dmm 2WIm Afwm ANDHDR DAPADRYTABLE IAMnI A, 1Ai'S41gglU q.1m.i]5•Nn.O'b BT WA NIA WA WP WA WA WA WA mm WA WA WA WA WA iNOm BARSm BN•Iq ggIDQP.Fb.1JT Alm. PIp.9J A WA WA K'A WA wA WA WA WA WA WA Nq WA NU 21'A1m H-2W0•-'-I II 2A r eaaae'Im. D.0 wdam.,91 x9m imn wm eeom Ie,em moll amm Bwm Jam n�m emm 9pm �11m anm reom I- 1.i1'Mb. D.CIF$DT?Ri Wpm Team WSm imam WA wA (lam WA JVb WA NIA 1W, fA1m la+m tlmm �• NOTE FORITIiE OFFSET CLIP, 115ETHE SAMEANCHORPATTETWANOANOiOR VALUESASTHESTANDARD CUP. TABLE NOTES: FIGURE I: FIGURE2 FIGURE3, Fl3L 4: FIOuNE O: FIGURE O: FIGURE 10: FIGURE I)SEESHFJ=I I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON O LOADING. SEE SHEETSRpoLA- oN FOR BETWGENERAL L LENGTHS MERIODS- P0 2UNEAR INTERPOLATON BETWEEN MULL LENGTHS ANWOR OPENWG WIDTHS 19 ALLOWABLE BOGS• 3)MUWON ANDST BE CLIPS SHOWN ARE NOT I SCALE FOR ALRES RESTRICTIONS ONS, SEE SHEETS No. 58706 B � 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTK7NSSH0N/N ON FGURES I FIG URE B: FlGURE7: SHEEf321.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS _ ANG1E =•D : [� I o CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI BS13PEpFICA770NS HOLLOW AND GROUT-Fl:.LED �p�'• A� ]�'•; �[[/`� (FIGURES.7) YCONCRETE BLOCK UNIT ELLOW SOUTHERN PINEMU)SHALL CONFORM TO AST MSRALLB00SHALL BE 345AND EAMINIMLIMOID L ❑ YELLOW SOUTHERN PINE WIfHAN SOOF0.55. ALUMINUM SHALL BE FAGAUGE BEAMINIMUM OF.I2S %�(`S•:;c[OA1DP...•G�C�`: MUST BE7MCK STFUISTUDS TO BE A MINIMUN GRADE 33 AND .OW THICA(iS d1UGE). STFLUCRIRALSTEFI- TO �1 S/OAA��(p�L��,, �� 1:` USFD IN BE AT L1J13T.126'THICKAND A36. ALL ANCHORS INTO METALSIWJ.IXT@ID ATIEASTASGREW 2•X WX.2S A,LA7%j-)Nµy,ET�,`P.E PAOffi. THREADS BEYOND THE MATERIAL 41Ud012 ANCHORS WTO WOOD MAY BE STEEL, 1B83.60R 410 SS. NUUJON FLPFIR 705 TABLE 14A Yu00n G a T•BN ' opw-wB WIBm (rotwNP]at]PH•hO mWlBle oTOp0nY10IWeMlFxlnrlmr]ayepeNrq-9—) mh I 10N I =. NBh ReRWun TrRttVO imF TfOYttvC ON Oh TONI NN I tnd l••M1Y RecNroiN 1pad T�•PTN6 loaery Rc4gltr iat10 itwi.. 1 RtlYWcr It04.O TmY10W Lmkhp R4o9Ws ...gTrN TBn4 LP•m0 R•dvpin TWtnsa -ft 1»a �V 1Sa'iytt' TiNmp. I11 Af if III11W 1I1NR ll1R ua -mBawm 1nB m o4a M. m+ atxt4nt e u+ we+ Hr1 uhI mB1e] lao m7 mi me na 4n xB ]w = m e 4ah mme4 mn ]Oi mB 0m fl] b4 me we 2x 4L2 4 NF mA me N.1 2n1 me ]N x2 ]e1 40n mB (R.i 2]B Q4 ]IB me 20 at.T ]10 me 1BB Aa ale 4aB 24a 9.8 hB 4e1 21B x2 we a 21R 9.2 11e 49A 24B F .5 21k mt 219 41] 2Y /eT 214 A2 2e9 QT 2w 16a •A8 172 2W 21A a0 xa m xT ae S14 20 m0 ]:e a2 AI A.i ]Se "LI ]m 166 25B a2a 91 mh'i QT ZH A0 1B0 ae all m1 to m! 91 xT 1® at 1w ]te lea at au a4 +a 21.4 2x AO 1N 11.0 94 mo im u] Zw ZBB te9 124 Zw 20! m ®F A] ]1] a1 u1 AB ]19 At to ae 2ll 20• 1>0 2n2 21] 1I.0 tt] 20e 21] 91 it0 21a 9T 1BB 136 219 a2 10 R9 Tw a0 tm 1L0 21e ae tm nh 2!A 1fl Al 169 9a to LB 19 R4 ffl ad 14a AA Tfl a0 1R 110 179 let W MF xa +el 94 14II Rt 1BI 21A 1]T R.4 181 lu to 1B3 1.1 ItA IL nhl ae Hat as m Inn I is tau +h tel +9 vA m BLE 14B I . AtmhefGP4Uy 9LL0tMc 2.T GwM SS Cot. T•P4 IbbeglU eaeCNN PT4W0 M00 I, A2MgpB i1SRB O2Cm WRola�m 'JfW'Ek0 Var¢m Y1CReUVxm VrekolAY4<my Vr 8l eta enSEt• IIk¢m W69 RP Ap2mb •lOet00 &1u (o6)9ertv Na1064 H2O •12BNG fee•(n5) Anrhmtap P•IYm• II eoz OaPce r avr r a+Q sin• r alrr 4Y4• r avr 1N4' YYP r HK sve tNr z S nar 1JY By +O'r pyr ax] ' � DIIIMem1 tmr +ar lyr tOY' S 41N' es1h. • WA TOPE eNY eRw Bate 14ab 4 ArtM rYh QGI EBMtt >pIN emlN 004a ANCHORGIPACRYADJUSTMENTFORMULA: (DP_ )X MULLION •ANCHOR GIP... g y 'A ll0 0 USE THIS FORMULA TO OBTAIN THE"ANCHOR X It �. CAPACITY RECURRED• CORRESPONDING TO AN THE LOWER O D m N N O OPENINO,WHENNR ISR THAN THEMVLLION GIPACRY(FROM THE TABLE) OF THE SHEOfm 6 � Z O MULLION. RWILL YIELD AMBNUtIIMANCHOR CAPACITY WHICH MAY BEUSmTO OUIWFY 8 -] ADDTHONALANCHOR OPTIONS FROM THE ANCHOR CAPACJTYTABLE PRODUCT REVISED EViD ISBE mm NOAoC70630.01 tO1P1+itlBB Cris osrz6l2oz1 TABLE NOTES 1) SEE SHEET 1 FOR INSITNUC7IONS ON USING THE TABLES MID SHEET25 FOR INFORMATION ON LOADING. I.-13�•.-.{ �1B SEE SHEETS 2.4 FOR GENERPL INSTALLATION METHODS I' 2) LINEAR BNTERPO(AHCN BETWEEN MULL LENGTHS ANDIDR OPENING WIDTHS I ALLOWABLE FIGUR-1: e 9)MUWON MID NUWON CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 27-21 RENDXIMATE HOE (MENTION&RFSTWCIIONS9FDWNON SHEEfe 21-Y1. t HOLES TOREW SUGGESTED. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS yt'� , 111111 r 1 r r .��:'V,Se ANGLE CLIP MUST BE USED IN PAIRS .125 ID E-TREA ILLED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS- HOLLOW PRESSURE -TREATED 1 ASTM C90,WOOD SHALL BE PRE98t1RE•TREATED T' CONCRETE BLOCK UNIT(CMLq SHALL CONI-0RMTO YELLOW SOUTHERN FINE AN SOOFOAEALUM=SHNLLL BENO6sTe ANDBEAMINIMUM OFAW 1 �. THICKSTEELSTUDSTOBEAMNIMUM ORADESIAN0.045'THICK (1a GAUGEL STRUCfURN. 6TEELTO BE AT LEAST.126- THICK ANDAAALLAhbMRS INTO METAL 57I4LL EXrENDAiLE15T35GtEWT11RFJDSBEYONO 1.WXy1PX.727MUWON (INTEGRAL FIN MULLION) ��•; No.68705 * THEMAT(SUAL 1105 012 ANCHORS INTO WOOD MAY BE STEEL, 18-B SS OR 410 Sa _ ' %'o, TE i•(V�� �'7�YTrt�ONAI E?t.Y A L1/�1NMILLR P.E I FL P.EJi bB705 TABLE 15A MuWonC 0 TabiJ OpinblB WIEDI (tawaml)epertllq mRAm) ArOpInlnD HIbM p,Tbuarllp mMil) mn mh RF Mh ION tmN 1>Oh 10h 1®h INe+ltla TwRmip p4mm le Tla#Td6 ft6vprx Tagrebp Imo. rlap'T IhApr/ Tgl,aA. IT»Ip1. TrapfrEvp Retl.Wle 1Npalan# Row+.#Oe lum6 Lade lama 1 Laam# 1 IAam'a ImNggq Imngc Ammo 1taAm aTA']0 RAYYwLL §§Ide $$l]amo $latliym vilm $� �� g 3� 6{�� �d Nh fR0 ® ITAe am 1Tm TN 1R0 OD IRD em ITOA 6m 1= Lou -a el6 = I- ITIR 621 1TOA t2Y 1= est 1R0 1N8 1RA M vow pm MR mt /10.f l- f70n Rf NF Gd0 110 1R0 IN 1TOD et, 1R0 am IRA G® MR em 1R.. 11a1 1R0 MI IRO I= IRO Wr - III? IRO w Ia2T ion 1RD em !3" 16II IRO Gm INS 1!@ 1R0 fJ0 IAm.IF 1TOD TN 1R0 6m IRO ITB 1R0 at IR.O 1Ale tm MI 1RA Eta 1R0 R] 110.0 1]Ie 1R0 TN I- 1W 1RO Tee AMR NN TRO Tie H. iN] 1R.0 Ta 100.9 1W 1R0 Too NN 1R0 7R 1Rl %2 fR.O Bbs 1R0 J% IRA 1110 1R0 TaI fR0 1»e tR0 om te0.1 1]e, I70A e» 1N.] 1]R IRA eee t2AT H3I 1RA ml tm.f t>d IRD IH m2 1161 IRO al ®hl 110D eM 1R0 R1 IRO f06] 1R0 7» 1»A f%e »AO OR TIRE 121I 110D III iraA late 1mJ m0 11BA 1%I tell OY »A 1]tI t10.1 %] RO Ilia W.1 %] 1Ai I. f161 %3 mFi'. IRl 1rA 1R0 TO IRA 1110 /1A0 em fm2 H. 1W 010 1%A Tim ta0 OfI 118! l/m 1Nl eM IMI Hm INS eee ell Itm TAT YI R1 ilm 1]e] 01 CST 11. 0J IN i B,F, tre0 ell 1RD TK f4A f0U 1,61 "I IMR ID19 1YD eat IN] iGa tal m0 1%D EON tII1 tlD nA iGa tfa.a m, re2 IO/I /,W 621 �.] . R!S %a 61.f EON 1,N %e tYJ GO NTA TN 117A em MO 70 -a IM 110I T» RO m 1,A0 7a TIS as IRe n3 RI - M, = YS ILO = W m] -. RI eY 414 am Tel eY S RhII RillRe rW 1mI aR a" Tr0 RS %] HA TR RI B RS Too Te6 W m6 Tm 71l Rf as, Too RI m AT.e TIO R1 nI »A Too, 914 $IT Rh 1NA Tm Itde On .!3 RO R1 IW MI Too eap W IA.a m n.1 M %] T00 Rl %3 MA TO EST I0e Y] IM WA fM WX Tm ea2 III ]IA lm Re am mN � R1 em TIA a,a etl elC mA III e1A bm a1A Y] ISI em Ye 4R -I M NA Ne AI em AR Im �' em .2 IeA TOA W a] aN 3t] - ]1.0 W WF YA N3 el.l W 1Ae I% efd A3e Au am NA YT ».1 Y9 RI NI a0 I06 b.1 I11 29.T Am Tss ew m AD R.1 em %] ♦% 2Ae SN 1. MI no TIA faeNl I1.T 'ml YA Sal ]AI ]% MR ]te 2I.I Y1 T1.1 TN ffi/ ml al dA 2]] 3% 2L0 Sa no >91 Re 9D 1TA 3T1 1., a1 t1,0 >ol 1LI ]R lfili TaA ]R ]IS 3'f0 a0 >m aI ]r0 3Tl ]re Ae m 2l0 a10 ZS1 ]A aLF ]R 1.1A me 1. aR mA a12 tea = ILI M ImH AI ]1/ T0.0 1]0 353 TIT 'AD ]Y 2I) ]IT 21I 2m f0.0 afi 10J 2m I.. T17 1TA 2N +ual n] � ITa 2m T LE 150 I Aaaw Tlbb ae ma xnmmaa e9 eme. vle•Eb wu urIN Flo avow FbetTa fa•as TTw fRYl nl s . 2ew NW n2lid slr IT Yle'kYOMltm 1N'ma Moan Wee YISFkoIR 1M•EtelVmf tr lye AO1rNW Ocw. F+fl ea.Im) Bam/16f7 MMITCapplmellu l eaa ma.amT r avr r elm sur r eta t• sfa -r sia r O.Y• o]I• A3xr O maoOoaa ZAnlrn Ne'Yh CA API eNra]t3a1pq.1F 11A• h11' 13'1• 1-YI• r MOb 3mb Y]b eTOb 1Tmb Lll! »0b 1.1N' 4e,b FIN• 3elb 1•IM ] b F1A' »ab HII' rmb T ale IdA' Nlb 110' WFa irYa mOb aMebaOa]'IAh A.C.I RIae Anpa malPU.1T imb TNb IIDb NNb TT]Ib NOb A emb ewb N'A WA 112pb 10»b 1Nb WA eIDb ORb NMb WA emp IeLb mfb IJlTb 11]Ob 10e0b ONWa 2n•WO.G Ip 2]A]taa 1 R IITDIN IIRb 331Ib »91b 0 F�F 111 Ko o U m a O a E� z�ob ANCHOR CAPACITY ADJUSTMENT FORMULA 8 tl d d S Y (DP_)X (ANCHOR CAP.e..., .ANCHORCAP.e 8 MULLION USE THIS FORMUTATO OBTAIN THIE•ANCHIOR PRODUCT REVISED aJh]A wlfh wNO Oe R'He° CAPACITY REQUIRED' CORRESPONDING TO AN Na 77...D.01 ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION bg9.9.. DM. 05/26/2021 CAPACITY (FROM THE TABLE) OF THE SELECTED B MUWON.RWIL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY onl ADDRIONALANCHOR OPTIONS FROM THE ANCHOITCAPAt AOSLE FIGURE I FIGURE2 i� TABLE NOTES 1)SEESH"ET1 FOR INSTRUCNONS ON USINGTH -LES AND SHEET 26 FOR INFORIMTION ON -`N- B EE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENIHNG WIDTHS IS ALLOWABLE CLIPS SA WNARE OT TOSCALE. FOR ELAM DIMENSIONS, ANDMUED 12S��o;......at f1111111111 '' HOLESLONANDMULLIONHEFIELWOLLOWNGDIMENIONALRSTRIV 8SHOWNON HEETS211.73 HOLESTO IN NO ONSHEEf52Txi. �.. _ L1GEN3�:' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS- NO.- No. CB7D5 FIGURE 4)SUBSTRATES: CONCRETE SHAH CONFORMTO ACI 331 SPECIFICATIONS. HOLLOW A`M GRDUT+ CONCRETE BLACK UNIT(CMU) SHALL CONFORM TO ASTLI CAD. WOOD SHALL BE PRESSURGTRFATED YELLOW SOUTHERN PINE WITH AN SG OF OS5. ALUMINUM SHWA BE 6063-T6 AND BEA MINIMUM O1.I2S ,• *= f-TT •',/�/�``mgz,! # # THICKYELLOW STEEL STUDS TO BEAMIIMUMGWAOE 33 AN0.096' THICK (iB GAUGE). STRUCTURAL STEEL TO BEAT THICK AND A30. ALL ANCHORS INTO METAL SHALL EMEND ATLE/ST 3 SCREW THREADS BEYOND IM SS. ORAIO S.S,� 30•DAY MULLNkIt,P �O�•.•LEAST.12E "THE SMGLE MATERIAL#t0&#I2 ANCHORS INTO WOOD MAYBE STEEL. SI. �NAA� CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. A L�FiIJI�IiAER. P.E I FL PIE 587D5 TABLE IGA I WIBeAq ieew 3-2"'91 OPAmnplMdth tm0®N4Panto7lnl3am)ot NNpm (pY1fooriOT}g19allrp Dom RSNY/ T.* ImaYN lop tDft msa h� lNIDar) in. IbTW lud1m1 mh Lw0 LD.B RI*Wrw7101ft t..v IUm aR IbY IDp beT0dN0 leobp m0 mh fMmF omnPl/ TM latlIsd DEMAL � $&plo e 11111111 $g 9$ g5 yt +5g atar. 5B yab $$ 5g yy yg yL 4$ CFI 110a ® ilU 4W In.O 7" Me 4m Jim em 17a0 eo 1?a 0@ Imo me Imo lite I= ml I= f2w = en im0 twe im0 QI me In] llm eH tm] fen Hine eF whl 170A mo tm0 fdl Ima eW Naa we Imo so Imo eW 1ma 1110 1m.0 eel fm0 nn Imo M trod 149 Ima em tal 1m7 iron ®0 1C0 ten fma Bo III 1m] 1TOD ®0 iz TaoD ]P taaD w0 trod - 1X. rot lmD tow fma eo/ 1mD 110 1m0 TL Me fvB M. 74T Imo 1C4 1m0 7m 1R.f 15m lm0 rA IWI iNT 17" M MA I- Ina aW 141LI fma 7W 1r0.o BQ Ima W0 1m0 es: In. lite Imo tot 1m.0 190 1m0 m] Imo ICI trod eT7 1fd2 Nee Imo Me fro] 1455 Am.O em 11" Ilee Ima 01 Ima ill Ina MI mnl, 1md oR 1R0 mI Ina I® Ima tea im0 440 Imo em 1R.1 1N0 Imo oN MY tfm ima 00 MY 13M 1m5 IW IOU 1Ne ml = 0.0 NW tet.H IR Ted iBW i6T.1 OG mm 110.o ea Imo Tw ima Hite Ina eW I= 2- ma ON ttxe 1i] leab Dm tAT IM I= vo Ilia IN] INa = sea Ito IM2 We MA HIND my ID 713 QO two 15a7 M mFl Imo Wt 1m.o 7C Ima IIw Imo M 14U Ito Iev Om 1H,0 11W tag 01e 11u 11W 1DBe ® 109 tIW 1Tu Ins mA tIW 110.a ® 743 1tW 11L1 ® G9 It1./ m nn ima 1F0 teDa QA 101] l.. /Me 0.10 1m4 1010 ID3 NR tale Iola 11.7 M ae 1F0 iTdd BIT me, 1010 ND em m3 1070 td aw m7 too Ad To 155 IN. 3 trW Wd 7W 1113 We 1=0 M WI we Im.t ]et f159 we nT 7w to BW 0a3 TBe m7 WB ma 7A and m f) In w.1 we n3 IN cLB eoe m4 M nh nYI mi tAd Tel ND9 set 1173 ne 0DJ rot tDld TD ml Bet we To 7U m1 eta ]OB me wf m4 sits eU WI m./ 6ef aU ml N.B em w rot 037 M Wh'I e7.7 eN m1 s]4 6as Ow m1 eet ml e0 ezD ew B1.7 ew rot 6w 4e0 M W9 6aa MA rue 4].0 Sfo Bae ele Ili ef0 and eN oe3 ell T39 ttM Me e0] aem' eeR m1 eW and BW SD.1 4% N7 M 11A wf 423 5N IL 4m 0/9 Bm 414 4m 341 We 0a1 4n 71A eH >U 158 2U so ." 44 213 em Ta7 M 1mHj LTD M wA IOS S1D /10 Ba7m9 W 01.7 0ef TBA M - w2 W 449 241 BIT MO M Zt.7 >W T.1111fo w.1 IE w0 ie5 1ae 4T3 ?m eld Ce 9.D Sn VA m 7•.1 1m W Ile 702 wT at 40 2U 0W tU CB mi fed1Whwl >QV 91 ml' BelasBBf N12 TObBl1 >mi mTZW ma TBe 1a1 ]� nD TABLE 10TL AMAeTp Tear 8t01 4n Ovvcm a&IAc --u I I Wtl PIf7Ene Vf BD Eb bKf]m 1/f es Foe IIDBYD ItTBW MhDe AnJVT/pc Y1f F]on lFv, IH'EbDlM4em �� YtPFDnleartal tA'Dm1IDcm A'mDaWa LlaM ADsaCb e.f. tOA&>W1I Maw l0.11 Analwlc2p P.nem. ��� Y yyi 1' }f(1• }VB' 1' }la• 1-W 1' }I? }W 1•IN' T I+IA' 1aC 1NP T S 0.w' IBIe' O4f 1Nf QIII' •tlm '. Ertb®nwDRi ZAICM e'Wn 0.c Pla0AI10DCblffml 1.1f 11Y' B10b JNb 1dH' Mb 1Jlf T mob 1 Ytlf Tao RIDIb b /Nb" BN 7A me ewb ]11b IISIb BDDb •Ao'.0a+0eSNm O.Gf R12�5Np4 Rbl�ip.$ ]rob Imb aW ho Rmlee ZSBY Dwb emlb WA ltmlb aC 00110e iN]b ma me w1101 Ilmne 0 Mc'vl 2a1'YI BE 3eAbeDtbfl .R llmb limb te8b TNeb nelb WA DIDb WA 10mb N'A iTleb WA I[a2b HODS 1wOb -�'- *117 SUE CLIP (FIGURES 7J) MUST BE USED N PAIRS. TABLE NOTES. 1) SEESHEET 1 FOR NSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHFE75 2-/ FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDOR OPENING WIDTHS IS ALLOWABLE 3) MULLION ANDMl1LLION CLIPS SHOWN ARE NOT TO SCALE. FOR OCACT OHENSIONS. SEE SHEETS 21-23. HOLES TO BE OROLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Fir SNOW SUGGESTED, APPROIOMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HDLLOW AND GROUT-FUED CONCRETE BLA(7c UNR ICMU) SHALL CONFORM TO ASTM COO. WOOD 3HAILBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,S& AWM3NUM SHALL BE eO53T6AND SEAMINIMUM OF AW THICK STEEL STUDS TO BE MINIMUM GRADE 33AND .0WTHICKS GAUGE}9TRl1CNRAL STEEL TOBEAT LEAST.I2STHICKAND AX ALL ANCHORS INTO METAL SHALLE] rEN8D ATIEAST39CREWTHREADSBEYOND THE MATERIAL 610 a a12 ANCHORS INTO WOOD MAY BESTEEI- l"SS. CH 410 5.5. ANCHORCAP, A0.1USTMEN7 FORMULA: (PDP- )%(ANCHORCAP.�,.`vANCHORdAP.- MIRLKIN USE THIS FORMULA TO OBTAIN THEYWCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREAENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. N WOLYIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED w4dt eh.IOoAda olmdlllR How -Ho. 'I7.0830.07 t3pi]Hlon DAtN 05/2612021 /• No.58705 e 5/l FL I ,s 12S 2� 200P 375 f -f 1`X 2' X.12TMUUJON 1•X2•X.3TE'WLUON 6003-TO ALU'N. 6001T6 ALUM XSECT" %SECTION STANDARD CLIP 2.000' I B 'IGA1LM %SECT ON I .125 I, 4 I 1.000' r- .125 2. t L 375' 7 1•%275•X3T LUM. 80.SEcT.LRL xsELTnN r.,26• I 2,25' U-0lP 60II&THALLALN wsEcTIsEcnoN ,25•i 2 J .40. 1 5.6W QIf NTAETD 375` 375' 3.125° MpL- 33rMn i I i A A I UCUP BW3.Te AILM TOPVIEW �- ST/WWAD QP eoe3.Te ALUIEW cCNTER OF ANCHOR CENTER OF ANCHOR HOLEMUY. LE TOPAEW HOLE MUST LE SHEET THE DASHED EANCHOR O.r- V4n9N THE D. DISTAN E.M517 FORUM ANCHOR WLEO.C. �7^DIAMETE . ANCHOR DIAMETER -IM SHEET�77�T� DMMETER:ANCHQR DIAMETER.1n6'. LE El 5.5W .3T5 MPL I I I I I i --i- I 12Y .740"-t �I ANCHOR O.C. DI3TANCEMAXIMUM .375 ANCHOR RROLE AHOLE IN. IS VLAMiTER•UIS. 1 I I i V°1.000'-1 2.7W .125' 3.12ED:k .1 •i1T 1-XZIV-XAWUULLION ,'%a12SX.SMULUON BOB}TB A, 80WRIALUK XSEGRON XSEMON 6OB2%eAMALLIM. OP 2-ODD'xsECTICEcncN .125 I-1250'-( a,es• .tzs• 2i1G 165 1 .125 T 305 T t7Sx3.,BCX28VMULUON 135X211•x.12VMUWON 6053•T6 ALUM. 6063-TO ALUM X4ECTION %SECTION &00(r� 375` MOL - - --- 2%SANOLECIP TCPM 00W TOW EW OB,fEROFANCHOR MOIENUST L@VAMW THE DASHEDB DMY.SEE 810ETS T10? ANCHOO.C.CSANCMUNANCHOR HOEDWETER:ACHORDIAAETER•V18. Mull Olmontlon (eheel0) POT Poll Mulllon S1d Clip Dffmtalp UCllp An01• Cllp 1•X2'X.12S(5) GEMS SM13M 16681118M 666243M 666511M 1' X2` X.37S (6) B666DG 6MI14M 6661118M 666244M 680 512M 1'X2.7b-X.37S(n 66607 606115M 6861120M 668245M 866513M 1•X2.75-X.GW'(8) 6GW8 668116M 6681121M 636246M 608514M 1°Xa12T X.500'(B) SB83TM 6861116M 6MI114M E66242M BOSSISM 1.25Xa1B3'X.265(12) 66641M ON 117M NOI113M WM41M 653518M 17SXZ11'XA25°(18) 66370 WA WA WA GM17M OFFSETCLP NOTES: eo8 TBALUM TAW 1) HOLESTO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS SS, 12818 FOR SUGGESTED, APPROXIMATEIOLELDCATONS 8 ANCHOR O.C. DISTANCE 3) SEE SHM$2 4 FOR GENERAL INSTAWION METN003. DBnenFlBn VFlue on) For MUM= A 1.825 B 2654 1`X2X.125 Abird en TLMMWllon C D.6a5 P. D A IIA25 B 2401 1'x2 x.3751 AMNnm Tube Mdum C 0.695 0 0.480 A 1.e7S B 3.000 VX276-X .376Aomdn TUbe MLLgfm C Q757 p 1.118 A 1.312 YX27sx 8 a000 ,050• Alo*Air c OA78 D 0B38 Tube MW6an A 2000 8 263E 1• xa126• X 5• Alum TLOB MLA C 0.063 D 1.197 A 2025 B 3.282 1.26•X3.160• X265 AUFn 7u6e MWI C 0.002 D 1.762 1.25 X2.11' ' A 1.813 .121' AWm Tube MWI q 5 in-, ZZy, �yom Z9 �8 6 W O a Zoo ,n g PRODUCT REVISED Eulldlnp XCeinp -IMo tl FI-W. NOAa1o.da 17-0630.01 A..7 ^ No. 5870.5 I.D00'Gar T 4W 'III" I i p L 4.000' 1 .125'9TANDMOCLID 212V �� Z�.L ANG CIP4X)T 4.000' R.82S R,0(q' BOSSTSAWM.0001T5AWM X.SWION •,� ' .115 I weECTION %SEC710N .12S �.a7 U .125 •1 717 fy .031' .126" ZO 2 CENTER OF ANCHOR HOLE MUST LIEWRHP)THE N ,1 DASF¢D BOUNOARY.SFE SIE£T51a20 FORTHE fn 37S '1� .375 ANCHOR O.C. 0STANCE MA%IMUMANCHDR m K MOLE DWM9!TER• ANCHOR DIAMETER WT. 1'%PX.72S� 1'XP%375 1'%PX.376• f 6.600'DO MULLION MULLIONTiA7WON CUTHO�To ,375 6. �ME, � p � � 00BSTDALUM SOW ALUM. BO8ST0 ALUM. 3.125CREATE XSECT%3N XSECT70H %.SECTION 'M- F.5HTE7411� MR ? N f2S %II1II..�69P' .1.w0100'7rw 1.59' CENTERONEF --------- -_-_____-_-____-1 PCRF UOPZTW d2ANCHOR HOLE MR aJfpZQp]' 3a �. SNNOo`�30V- C: EO MUSTL1EWrTHLV I 7b4BOUNDARY.6FE I SHEETS1a, 2B7SFORTHE 3250ar aMAXMUM 3.25 ANCHOR HOI.G . ANCHOR DUMETER O O_____________________U DMNETER.Ins. 121' %A1 STANDARD UCIp AWM. C0STeA1M. 005STBAWTom' 1.p14 -^I mr I^ WITHN THE DASHED BOUNDARY. SEE T�O7 DUCT REVSED ,13S10R z0�0NO_U' i25•x32SXEZ4' SHEETSIaVFORTHEANCHCROD. TABLEC TABLE C, CONT. ompMnv wiN up FlorW� MULLION MILLION 120'X 3B1'%.P1P DLSTANCE YA%MUMAtYAIORHOLE BuU4Ng Cbd 8003-T6ALUN BWSTSAWAL M'�� Dlmentlm W. M) Fa MUNon: DIMSISIM VAIUA 9n1 F§*11jo ND4No. 77-OB3D.07 900S75 ALUM DNMETER ANCHOR DLGMEIETR• UIS'. 3 1 X F I.Y33 3 ' %SECTI(N7 XSFDTIaN X.SECTION D 1.OW .1R5• 0 O.BCC %.02A• e.pin.tlon DAt.OSr2812021 zse0 u1m6D.M H ,1Ma ul.Mlnon a I EM00 1.R50 TIC.624' Iu w C,II7/1.071'/II •1 I MIN. .373' F 1757 1'XPX F 2026 ,SS %3.SC• u n III✓n3. O 6757 .375 0 1.126 X.eR/' r___ __. r____-_-- H 2430 AIMNIun b00 AIunM9n i I 1 I 1 I 3OOD TILMBT 1 3.250 7160 M.N. F 2 5D 12VX32V F 2013 30' IX.F 2e76 45'B Mu,.,75• 4S 2250° i I 1 i i H i.6O0 NIOOtun Z 1 I I 1 37� 7� SIVI11n t) ..In1uH)T.. a2 I is9ArM0LLaN I ' 30'BAY IRR11011 wSECOON 500ST0 ALUM 1 � CTX)N wsEcroN I 229'J �•-.981•-i 223'J �-.851'-i NOTES:II 1) HOLES TO BE DRILLED N THE FIELD FOLLOWNO DIMENSIONAL RESTRICTIONS GIN" ON THIS SHEET- , SEE 9HEErS 1C, 11, 13-15. 19 520 FOR SUGGESTED, APPROXRIATE HOLE LOCATIONS. 3) BEE SHEET82i FOR GENERAL INSTALLATION MEMODU. I 1 O _ _ OFFSETCLIP B00.STCAW TOPVGW MWIDMaMon t" Wq POTP.mv MMUIun SM.CIIp OSAACUP 4'ClW M91n Cllp i'XC X.12V(10) em e0011fY =I122M ee8241M 050510N 1•X4'X.375100 USSR) M112M 000II23M 0P824RM OBB519M 1•X4'XA79T(11) 12SX32VX.tOP(13) 11PXS2SX.020(74) 050e3 201W=12 2DUHrA315 e00112M 0XHWM OW1128M 0M1123M OM124M W61125M 00R42f.1 eM24ICM BESNIIM Sfi86IeN e®115M 06W116M I2 XIWX.SW(15) 201M 0901117M 50 IIM SEWIM 000S17M 3 ov" (19) 05049 WA WA WA 0515110M 45De ) GUM WA WA WA 0W111M N. 08705 ii�tCs'••�YWiIO�,. S A.LYNNVIVA FL FE9587C TABLE E I - r.17b STANOAHDCIIP �� I eae}TeALDM X-SECTION NOTES: 7)H[x -1 BE ORR1ID IN7HE ENO THIS SHE 126' 2) SENSIONAL RESTRICONS.OR SU OMEN ON APP SHEEP. Y) SEE SHEET918-17 FOR SNGGESTED, APPRO%INATE AW HOLE SHEETS -4 FOR GENERAL INSTALLATION MEOWD& 7 6500, --'j CWHERETO 2.000' .375 3.600' L I _SHE DETALR .MIN. M0L r SHEET4 MN. _______ ______ _______T 4.0D0• I ssoi- rxa•xzs —i — --- --;— &438' MUUN em}TSAWM j I %SECTION L_ —____ ___I__. _______- STMIDARDCLP CENTER OP ANCNORNOLEMUSTLIE 606ITGALUM JT:A' WnTT.NTHE DASV♦ED RDUNOARY.SEE TOPNEW SHEETS 76IT FORTHEANCHORO.C. DISTANCE. MNODIUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • IMS. AW .375 SAW' ^I u ,al LuP. .376• a' I SEE CETALF, MR _ r BHEET4 MIN. ._____ __ __ _ _______i II I I I j I I I I I . e.x0• f —i-- T_ --�. 4Se8' I I I i 6Af I ` 1 I I 2'XB'X27 I .1 MULLION e0S}Te ALUM %BECKON I I STANDARD CLIP` 1.0 e0 346ALUTA MDII WOiontlDn (4haitq POT Puts MDlllon Sm. Cllp LFCnp APSIe Clip rxd•x!.as(tsj OesDz 6880S7M eeerTlM 988o171M r xe• x'Jer (tT) eeeoe esaxewt rsaz7zl.+ 6885713M —1 F—.tu' —I r.1ss• �a LACl� ALUM. Le 9ANGLE eae3•Te � eas}7sActnA d 173T JIT x-SECTKN2000L.1?5�� U N Z f ra78' fi000•----�{ .M41 Wa� � Z 0 LICLIP 6063-TB AEVIL USED FOR r x 6' MUL40N SHEEP 1T rorntw ______________ � N L K pq{ L] ! Z 66 a4 a w LENGTH I NOAYdDR9 NR0A0 t4P E-, 13 ROAN-OIOFi9-IMMiF�9L1Y � Qll --IV-LwLMoi Trl THE BUILDINGSUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS2-V4'.THE OPENING REQUIRESA DESIGN PRESSUREOF-W V40.0 PSF. MULLION 72-AND THE OPENING WIDTH IS 32132-1'.W. REFERENCWGBNEET23.TINIE COLUMN USING py 1) INI LALLV ASSUMING TRATA I- WIDE MULLION IS SUTTABLE,THE LENGTH IS RECEANOUIAR LOAM" MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WINDOWFRAME DEPTH CF2-1N4'AND WILL lfff W EXCEED THE REQUIRED DESIGN PRESSURE OF � 0-60A USED. IF THE TABLE DOES NOT SHOW THE EXALT Ste, USE THE NEXT LARGER SIZE AVAILABLE C FROM TABLE 3A SHEET 7, THE VXZ75'X.37S- MULLION (LENGTH -72'. OPENING WIDTH a 7n MEETS THE 13EPM REWIRED, HOWEVERTHE DESIGN PRESSURE IS WIA3 PSF AND WOULD 11 NOT BE SUITABLE FOR THIS APPLICATION. Y FROV TABLE4A SHEET B, THE I-X 275' X.6W MULLION (LENGTH • 72. OPENING WIDTH -701 HAS DESIGN PRESSURE OF 4727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE N OPENING M MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF BBB LSS. 2)USE TABLE 49 TO I=THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE BOTH THE STAMMRDCLPWITH(4)012ANCNORSAIATHE2)3 ANOLE CLIPS WITH (4)Y12 ANCHORS HAVEA CAPACITY OF SM LBS.TH000H EITHERONE COULD BE USED, THE STANDARD CUP IS EASIERTQ INSTALL a) Z E V 3) VERIFY THEDESIGN PRESSUREOF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MUUX)NS CR FENESTRATION PRODUW9, WILL APPLY TO THE OVERALL ASSEMBLY. FINALDESION PRESSURE REQUIRES THATTHE BOTH THE MUW ONAND THE FENESTRATION PRODUCT BE INSTALLED NACCORDANCE WITH THE ml INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 IN THIS FXAAIPLE, THE DESIGN PRESSURE REQUIRED WASN410.O PSF. THE OVERALL MULLION SYSTEM WAS DETEFWNEDTO BE 72.7PSF WTIHANANCIOR CAPACITY OF 03BlB9. ALTFRNA71Vr1Y, W To o THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (BO PSF)XHi MUl ).624.BLBS (MAYBE USED TO QUAUFYN IO STEEL SCREWS FROMTABLE4B) f .7 PSF Z � THE BUILDING SIIBSIHAIE IS KNOWN70 BE d1U ONTHE JAMBSAND USESACONCRETE IEADERAND SILL THE WNDOWFRANIE DEPTH IS 24W. THE OPENING REQUIRES DESIGN PRESSURE OF H0.0 430 PSF. FORTHE VERTICAMULLION: 1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3Y'72'+I-IW AND THE OPEN- WIDTH IS3C.35'N'v7T. REFERENCING SHEMS. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE M'JWON TABLES FORA NLLL,DNTHAT 13 AT LEAST THE WINDOW RIAME DEPTH OF 2-3CAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF PSF. IF THE TABLE DOES NOT SHOW THE EXACT SU, USE THE NEXT LARGERSQE AVAILABLE. EXANPI.E 2 MULLIONSMULTIPLE MUONS • t�BETAAB. FROM TABLE 3A, STREET 7, THE 1'%2.76'X3)SMUWON(LENGTH v103', OPENING WIDTH •E07 MEETS THE DEPTH AEQUIIZED,HOWeI'E1RTHE DESIGN PRESSURE IS'R191 PSF 1N11RN ' MA - B,¢1B20 'ANDWOULDNOTBE SUITABLE FOR THIS APPUCDJM' FROM TABLE 12A SHEET 10, THE Z'X 4' X 2W MULLION (LENGTH. ROC, OPENING WIDTH v En NASA DESIGN PRESSURE OF4794.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTET71EANCIOR CAPACITY REWIRED OF 071 LDS. STE 9ff MULLION WILL ADD 7T07HEW'OR OF ADJUSTEDOPEN No BECAUSE IT IS NowTHATT FDE4RRMIDN DETALB. pRONXTg 3FLR5 HEAEMULLEOUNR,7NELTERNTIV [ADO MITES MAYS, REDUCED MAINTAIN ASSUMED. VERIFY7NATTHE DESIGN PRESSURE 195RLLAPPLICABLE FOR IHEAOIUSfED OPENINQALTEHNATNELY,IHEVAIDOW WIDTHSMAY DE REDUCED 7O NAINTAN rDESI N T APNtOV N �- THE 77 DIMENSION (35-1R'+35•U2'+2'v73'). III i t 2) USE TABLE I2B TO FINO THE ANOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED EDGE DISTANCE CONCRETE HEAOERAN0 91LLACHRE B' WIDE IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE C, CARE MUST BE TA%ENTO MANTA LATHE FASTENER'S USING THE STANDARD CLIP WITH (B) XI W ULTRAOON ANCHORSATAN EDGE DISTANCEOF2-Vr ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND uUU✓oH <FNBM 8FE SEE THEREFORE SUITABLE, FOR THEREQUINEDANC[OR CAPACITYOF 071 LBS. 5 1. 9hTil�S>•. 3 FOR THE HORIZONTAL MULLIONS: rf n ImTiO' I BECAUSE THE VERTICAL MULL WiLL BE A2'%4' %250' NULl30N, IN THIS EXAMPLE WE WILL ANTCIITHE HORQOMALNND VERTICAL ML1lL10N5, AL7PANATAELY,ANOIHEFR Ern AAl W MUWONTYPE COULD BE CHOSEN ' MULLION LENGTH 153CPM1THE OPENING HEIGHT I932'N2'K'=IOC. REFERENCING SHEEP 25, THE COLUMN U9NGTRAPE 7)THE OF.,117RIANGULARLOAXCEEUS THE USED. FROM -LET-SHEET 16.THE YX4' %250 MULLION (®LENGTH v 42 , OPFJNINQ NEGHf v 120� HA9 A DESIGN PRESSURE OFH 170.0 PSF WHICH IXCEE09 THE REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPICATION. NOIETHEANCHOR GPACITYREWIRED OF 621 LBS. o .IRS, SIH19 2)USETABLEI2BTO FWO THE ANCHOR TYPE, ANCHOR QUAN717Y AND CUP TYPE REQUIRED FOR THE CNU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CAN JAMS ARE4 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WTHINTHE C, CAM MUST BETAKEN TO MA07TAN7HEFA57ENER8 EDGEDISTANCE USINOTHE 2XSANGIE CLIPSWITH is (4) 3ME ULTRACON ANCHORS ATAN EDGE DISTANCE OF I' GIVES ANANCHOR CAPACITY OF 540 LBSWHICH 19 GREATER, AND THEREFORE SUITABLE. FORTHENEQUIRED ANCHOR CAPACITY OF 521 LBS. W.Nnm. _ HOIiQ J III 4)FOR7NE U•CLD'IN THE NOR¢G:RAL MULLION TO VERTICAL MLIWCN. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE ITS FOR THE USYP SNOWS TIE ANCHOR -MILLlEr1mN YLLLIENORI CAPACITY 1510741BS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE,FCRTHE REQUIRED ANCHORCAPACIYREOUIREMENTOF RI LBSTHE F-DppylNG ynBDR FpgygRllv,LMULL ANCHOR TYPE 19 A fl STEELSCREW. FROM THEASOVE STEPS. OUR MULLION DESIGN PRESSURE IS: •A94.7 PSF FROM THE VERTICAL MULUON; N-110D PSF FROM THE3C HORQXRN ONTALMULIATFACHNGTOCWI ' .1_770.0 PSF FROM THE 3C NORQONTAL MU W ON ATTACHING TO 7HE VERTICAL MU W ON (INNS RSECTION} THE LOWEST DESIGN PRESSURE IS OM PSF AND WOULDAPPLYTO ALL OFTHE MULLIONS. VERIFYD@ D61GN PRESSURE OFTHE FENESTRATIIN PRODUCTS USED WITH THIS MULLION SYSTEMW TXE LOWER DESIGN PRESSURE, MUONS OR FENESTRATION PRODUCTS, W1LLAPPLY TOTHE OVERALL ASSEMBLY. FINALOESIGN PRESSURE REWIRES THATTHE BOTH THE MULLIONANDTHE FENESTRATION PRODUCE BE INSTALLED IN ACCORDANCE WRHTHE0N97ALATIONSPECIRCATIWLS RESPECTIVESUBSIRATESANDFENESTRATIONRRODUCMTOMULLON. - PRODUCTREVISED Uulldl! Cols IUI iM Flalda xoA-Na 17-0630.01 P-�lmtivn Date 06T387202: 2 *: No. 58705 i. EXAMPLES OF RELTANGIILM LOADING: LOADING OF VEITRCAL MIIlLION SLL OFWMMS NOTANCHORM i por I / I L iim-mv- i I LOAMNGOFHOFUMNTALMULUON WITH INTERSECTING VERTICAL MULLION 1 1 1 i Pw � I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION RANCHORED WRH1 PANEL OF HHGEDDOORIS NOT CAPTURED OWTERSECRNOHORMONTALMULLONS ENAMPLES OF TRAPQ.OIDALRRIANODIARLOADING: r!p 9,1 -1 PIN Pw Z 0 D e ' 0 W =. U) m 3 U) z i Z fp U LOAOWG OF YERTGALMUWON ?. m! O I LU � = N �a7O S ao o N 1j 11 3/ L� SHUN E> 4 PRo.13UU.TT'Iuai11 FRianaa> luREl Cade ae NOA-Na 17-0G30.D7 aPH.BOn D,W O8f2G12D21 Oy� LOADING OF (1)HOR®fTTALMUWONS LOADING OF HORQOMALMULLXMI LOADUIOOFHONQOMAL NV MULLION NOTES,, 1) DRAWINGSARE RFSIFSENTATONS OF TYPICAL PW - CONFlGURATIONS. CONFIGURATHMNOTSHOYM MAY D E EXTRAPOLATED FROM THOSESHOWN. Z)IFTHELOAD(NG TIDE CANNOT 8E DETERMINEDAISE ' ' YLYNtiI ��% �.���N•'" ' , , �l/�/!�� RECTANGULAR LOADNO. `� vLtENSf.' I S) SEE PRODUCTS'APPROWLL FOR ACTUALANCHOR LOCATIONS. jT NO. 88705 ; *_ LOADING OFVENTICAL LOADING OF HORIZONTAL ATL^fNNIA71�LEiI, P.E. I MULLION MULLION FL P.E.61i8705