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HomeMy WebLinkAboutNOASCAN I+'ile Cop y M®� St LuCBy �b LZ OR MwMu-DADECOUNTY ONTROL SECTION ebOuntVV CODE COii Pd 26Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOAHCRESVCF? RH E C�$m�� Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION aa77 EE ° !ll�ollVV ��//�s `ffL7\7 j=j+/"I) J5. gO F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) DOCC www.miamidade.eov/building SIW Solutions, LLC 915 S. Congress Avenue #102 Delray Beach, FL 33445 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 -Dada 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 11100 StormSafe" Aluminum Single Hung Window —L.M.I. APPROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.Md.)", sheets 1 through 5 of 5, dated 01/29/07, with revision F dated 12/05/18, 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. MLSSILE 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 NOA No.17-0731.06 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 Manuel Perez, P.E. NOA No.19-0131.03 Expiration Date: May 10, 2022 Approval Date: March 14, 2019 �'8'tq Page 1 SIW Solutions, LLC 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. 07-0214.05) 2. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision E dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per 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) 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 100 aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-064040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Dorz- Seda, P.E. (Submitted under NOA No. 07-0214.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/27/15 and revised on 12/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.15-0528.18) 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.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. Manue er , P.E. Product Contr 1 E miner NOA No.-0131.03 Expiration Date: May 10, 2022 Approval Date: March 14, 2019 E-1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6m Edition (2017), and of no financial interest, dated 07/20/17, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0731.06) G. OTHERS 1. Notice of Acceptance No.16-1129.06, issued to SIW,Impact Windows, LLC for their Series "1000 StormSafe" Aluminum Single Hung Window - L.M.I., approved on 01/12/17 and expiring on 05/10/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision F dated 12/05/18, 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.17-0808.02 issued to Kuraray America, Inc. for their "SentryGWO (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. 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. CJ Manuel Per a, P E. Product Control Ex m' er NOA No.19-0131.03 Expiration Date: May 10, 2022 Approval Date: March 14, 2019 IDa SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad; P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No.17-0731.06, issued to SIW Impact Windows, LLC for their Series "1000 StormSafe' Aluminum Single Hung Window - L.M.I., approved on 10/05/17 and expiring on 05/10/22. Manuel eV31.03 Product Control Er NOA No. 19 Expiration Date: May 10, 2022 Approval Date: March 14, 2019 E-3 EASE MUMIRS (SURFACE APPLIE♦ MAY BE US \ ADOL REOD. MR MINE M SERIES 100 STORMSAEE ALUMINUM SINGLE HUNG WIINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 53 1AB' 8' MILK. HFAD CORNERS 5ij 19 1/2'¢ VENT WIDTH EQUAL LITES TYPICAL ELEVATION TESTED UNIT COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MWA-DADE COUNTY APPROVED MUWONS IN BETWEEN. SHUTTERS ARE NOT REOUREO. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTRE SYSTEM. THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (SDI EDITION) FLORIDA BUILDNG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCI0RS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERM, 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-METAWC AND NON -COMPRESSIBLE MATERMIS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OSSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE 2017 FLOPoDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECHIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESWMCE ETC. CONDTIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND M BE REVIEWED BY BUILDING OFFICIAL 26-1/2' J2' Sr 28' 12' (4) W-1/8' 19-1/8' 26-1/2' 1. 39-3/8' 3T' ( 12' +) 40' SJ-I/C 19-1/0 26-1/2' 32' 37- e) 42' w W-1/9• 19 32' 3T' 63 IT ( 83-1/0' 19-1/0' z6-1/2' 32. TI-1/4' 3r (a) 42' b• 26-1/2' 1. 3r ♦2' IB' NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOWS E V - PSP MR wl GTASS TYPE wl GL153 IYTS 'E' Z 0 C n e Q f 2 ) G 0 ` e iS Q W C O $ M m O` Mao O M 0 p e 6R LL z S B OHS Q b 1M.(-) E%L(+) IRA.(-) MM 1M.(-) 120.0 70.0 70.0 80.0 120.0 120.0 70.0 70.0 80.0 120.0 120.0 70.0 70.0 80.0 120.0 120.0 70.0 70.0 80.0 12MO 120.0 70A 70.0 W.0 120.0 120.0 70.0 70.0 80.0 120.0 IM.0 70.0 T0.0 80.0 I2o.0 I= 70.0 70.0 80.0 12MO 120.0 704 T0.0 W.0 I20.0 120.0 T0.0 TO.O B0.0 f20.0¢ 120.0. 70.0 70.0 1_ 80.0 1 120.0 120.0 70.0 704 1 80.0 1 120.0 1z0.2 TO.G To.o 120.2 nGa TGo TGO eD.G ENO. 12a.G 1 70.0 1 TOA 1 80.0 1 W.0 I W.0 1 120.0 1 70.0 1 70.0 1 80.0 1 120.0 1 80.0 21A aD.G 120A )0.0 T0.0 80.0 BOA BOA 00.0 12AA TOM T0.0 80.0 SHOWN W.(+) LOADS MQUIRE ADD -ON SILL RAMP MUM EST.(.) LDIIDS CAPACITY TO +TG.O PSP WITHOUT RAMP. • NO. IN PARENTHESIS INDICIME NO. OF ANCHORS PER SMB. uronucrREVI9BD AelpiPewiYl Ne Dwida �fe TJo� i•xx^^3 � PIPdu6 I O v2ep n Jan j P�N�ry C c Orcx^ m Cun OU � fDmop U $ ANN. OVSS ONO'ld,fl,er rSOilex Clew Md Color GICaa 1 By'Eaetmon ChemkO Co.' 111 r-1/B' ANN. Gush fr- u SUCOHE o DOV3L 995 9 BA AT 1/4 POINTSS ON LRES 13 MOM TNM 36' ONLY CLASS TYPE 'A' 3/IB' MN. MA .090' NBedoyer SaOex Ckar And CalOr Gin. By .F an Chmni"I Co.' 3/16' MN. GU p 5 u 8.1 u 3 I' I IL rr i i! p iil SIUCONE o e DOINSIL 995 AT 1/4 PONTS ON lll6 13 WIDER THAN 36' ONLY GLASS TYPE 'H' 53 IW FI15E NUNnNS (SuWct MPllm) NAY BE USTD ;� fll vEINr mOTH UNEOUAL LEES (ORIEL TYPE) TYPICAL ELEVATION TESTED UNrt 1/B' TENP. GIASS \v1/4' XR SPACE H.S. CUSS-1/8 HS G1 MV InleHayer nlryClaa y 'Karam/ Americo. Nc.' —3/16' H.S. GIASS \ W DOWSIL 995 T3 AT 1/4 POINTS ON LRES WIDER THAN 36' ONLY GLASS TYPE 'C' GLAZING OPTIO'. 26-1/2- 32' ' S0-5/6' 42' (5) 50-1/8' 19-1/B' 26-1/2' 32' 37' 42' 48' 53-1/B' 16-1/e' 26-1/2' 32' 3T' B) 42' ss-1/6' 19-t/e' 26-1/P 32' M. 37m (8) 42' 4B' n ME Color Glace m Chemical Co.' H.S. cuss u SHOWN flt'1'.(+) T s REgUTRE ADD -ON SII3. RAMP MUCE EY'C.(+) LOMS CAPACITY TO +70.0 PSF UISHOIIT • NO. IN PMENTHMS WD=TE NO. OF ANCHORS M JAMB. H.S. GIASS OWIntedl r By 'Kmmay Americo. Inc: 1 t 1/8' H.S. Q s Eif \ 13 AT 1/4 POINTS All. SIZE \ 13 AT 1/4POINTS HAN 36'o0NLYN 1 GLASS TYPE 'D' GLASS TYPE 'E' z " FEI z„a �a cS,� o oilIy RV Lk O HIM O mta 19 s 1 N � qyN m J¢n� � c Orci^ 0'. Nrno C ENSE'•'To ' W ' 2n9,2019 OEOF� drawing no. W07-07 dAlAA un1T1 sheet 2of 5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1/2' LONG NOTCH AT EACH END AT 3' FROM EACH END W2 = 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT B-1/4' FROM EACH END AND AT CENTER .ON MP TYPICAL ANCHORS: SEE ELEV. MR SPACING 1/4' OW ULTRACON BY'ELCO' (F—l" Kv. Fy ISS M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU IBY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ✓ 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL' 1/8' THK. MIN. (Fy - 36 KSI MIN.) (51EEL IN CONTACT WTN ALUMINUM TO BE M.ATm OR PNNIEO) 012 EMS OR SELF DRILLING SCREWS (GRACE 2 CBS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) (NO SHIM SPACE) STEEL• 1/8- THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (SRTL IN CONTACT WOH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTAN - INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEM OR JAMBS SO - 0.55 MN. CONCRETE AT HEAD. SILL OR J0.118S 1'P - 3000 PSI MR C-90 HOUOW/RLLPD BLOCK AT JAMBS fm - 2000 PST MIN. PRODULTRE��Fl� m� BwlainBcnx i 0 033 �v m Z ^� Co �o 09 I oG�W ogooe LL ��GF ETPWing nG. W07-07 umi / PART / HEN. D89CRaT10N MAfBWAL YANP./sWPllER/BaUAREB y \I v�i 1 STW101 1 FlWNE HELD 6063-TO - n 2 SM102 1 FPANE SILL BOBJ-TB - 3 SW10T 2 FWNE JAMB W63-Te - O n 4 SM104 1 FODD LNG. RAIL 6M-76 - S WHOS 1 Y TOP RNL 6083-78 6 MIN 1 VENf II(Mw 0.vi fi0fi3-T6�- SMI02 2 MIT SDE ML 6083-T6 - B SMIOB AS ROD. G M BFAO ()/16' GLASS) 60B3-T6 - D 0.1 SM122 AS ROD. &T. GLALHG 6FAD ()/16' GVSS) 6o63-T6 ML4MI-DPDE COuNrc 64 BfN11z As ROO. cV11NG BFAO (s/6• GIASSI e063-n APPR,D CAPPED 1(LXLON B.IA SM128 /5 R00. ACT. GIA2ING BEAD (3/6' GLASS) 6083-T6 SEE - O 0 G p ^ SEE SFPARAIE N0A SPNLHORS a ElEV. 8B SfW11) /S ROD. GLADNG BEAD (W1. INSUL GLASS) 6083-T6 FOR SPACING 9 SMIos 2/V WM LATCH a 9-3/4' MIA ENDS 6063-T6 - 10 - 1MTCN LATCH SPRMO ST. Sin 11 SM113 AS MD. OWING LEG SPACER SHrtOPRENE QbPF� I �I iL 12 6M124 1 SLL RARP 6063-TS I - 13 IS REDO. SE110IG BLOCIOS EMU DUROLIEIER 8015 SHORE A 14 4/ Wd VEM GONE IMDN - J IS E20218IGM020 In REDO. GV UHG BULB V NEOPRENE uLD m y S li II 16 #10 % 1-1/2' 20 PIQUE k K 0.55EA1BLT SCREWS On PH SAS ryO r 1T - 2/v SWEEP IAMH (OP`DDHLL) 2NIA1( BUILDERS IiNDWARE 18 W23201NGD000 AS MOD. l WMIPPWG O EXID00R (.18YW %.2OOTI) - ULRUFAB OR Mum. 1DA W33321N00000 IS REDO. 4ENT WSIPoPPING O INIERNR (.16)W X .320'H) - ULIIUFAB OR EOUN. � JQln+l 18 C®JOIMY AS Mo. SULB W6IWPPNG D Y HORN( .1wv % .JOGi) - CENTRAL PLnDCS g EXTERIOR N�� r 20 9•nm AS ItEOD. FINME SLL W'SIRIPPING (.10W %.32611) POLYPROPYLENE CFNMAL PIASIICS Onni YIINDOW WIDTH MNDCW WNM 21 - 2/V SRRAL B CE UNNUE BURR Y� X T2 - 1/ BAT. ULTPALR BRAGRT SIEEL 23 - 2 SASH SEm - NOf SNOWN N N r 24 - 1 7/1V BO% SCREEN 11'PlflL ANCHORS 25 - AS MD. MSMOED BASS EDGE SPACER Sf. Sff]1 CARDINAL %L 8 N m o SEE EL FOR SPACNG VOLT AM 1/4' MAX. )TPICAL ANCHORS � 1/4' MAX. {6 % 3/8. �I � CHOFS 1/— 4„ . y MR ACIm I.- O EH SLAB TYPE B '^^ r SMM 1 6 7 14 21 MR SPACING a I' 'o_• � cO2gE� t 1/4• � to c ai .nm a2BY wooD CN `o e CRAC a $ a w y WOOD SIRUCNwu� C G 41 1LLILIIIIIIII'' w 3 EXTERIOR �` J� � P: 'VOEHBp R F D.L OPG. (FO(ED) la' PRODVCERBVISBD 1 '�: i C WOOD KS �umPlyiug wiN lAeFlmide _ 70M WINDOW MI E Dg14 SR an 9,2019 9a �py'•, of �� dewing no. aB: FloMtl , (pS •..!2�RIDP: �J�' wo%—o% A S�ONAL YlpnnllAYA sheet 40l $ FRAME HEAD VENT TOP RAIL VENT BOTTOM RAIL I.R16 A]e � 9 VENT SIDE RAIL .eu .oso RIB .IB1+� 1� O GIA2INC BEADS (T/76' GLASS) GLAZING BEADS (3/6' GLASS) Fl .8112 Oy0 3A00 .O16 —� DING BEAD (LAM. INSOL GLASS) 1.12R 1.301 A]9 I.H6 J.]fi0 VENT LATCH L8e1—�1 045 ] SILL RAMP Q FRAME SILL I r FuSy 2 0 a go Dm W 0 uno d�G¢ Q LL 6baf U.e Flvddn �T' o J.1"i's-z 71512 an9,2016Tdravin9 no. REVIEWEL -OR SCI%& CODE COMPLIANCR ZUC/6 C MI DADE ST. LUCIE COI.DNTf MINMI-DADD�Z�UNTY EPuC PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ALL 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.2ovleconomv SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, 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 manufacturers 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 ofNOA. 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. 15-0715.04 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 Manuel Perez, P.E. NOA No.17-0717.02 rtwnwaoeeotmrrr Expiration Date: November 21, 2022 y,1�� Approval Date: August 24,2017 Page 1 S1W Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing,No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 1S of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115, dated 04/09/07, both signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5c' Edition (2014), dated 07/10/15, and updated to the FBC 61 Edition (2017) on 06/29/17, 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. E-1 Maaml ere , P.E. Product Contr I Ex miner NOA No.-0717.02 Expiration Date: November 21, 2022 Approval Date: SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6et Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-074115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and expiring on 11/21117. Manuel P Y.E. 47 ProductContr Exa er NOA No. - 717.02 Expiration Date: November 21,2022 Approval Date: August 24, 2017 I D6a MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPR VX FOR FASTENERS SIZES AND SPAONG TUBE MULLION SFE SHEET 0 MR SIZES AND SHEETS 3 h 3.1 MR CAPAIM RECTANGULAR. AlMIN M 'RJBE MULLION IONS USING MULUON PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SEE SEPARATE NOAS FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT III AND TESTED TO MMMY m REQUIREMENTS OF THE 2017 (�EWRON) A.OROA BUILDING CODE E NCUIONG HIGH YELOMY HURMIMM ZONE (WO. ALL G 110 PRODUCTS USED WITH THESE MULLIONS MUST MEET WE APPUG E BUILDING CODE REQUIREMENTS II WIND LOAD, WATER INFMTITION. FORCED ENTRY RESUSFAMCE. SNEGMRDS ETC WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TPNSFTR LOADS TO WE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO B NATSML SW BE BEYOND WALL COMETmIG (STUCCO. TILE ETC). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PM OF TIES APPRWW. A LOAD OURAIWN NOMISE IS USED N DESCH OF ANCHORS INTO ROOD MY. MATERIALS INCLUDING OUT NOT LIMITED TO STEB./METPL SCREWS. THtt COME INTO CONTACT MTTH OTHER DISSIMILM MATERIALS SHML MEET THE REQUIREMENTS OF WE 2017 "RIM OUX. CODE k AMPTTD S WCS. NAN YM MrYS USEL SMLL BE LOCATED ON A READILY MSBLE LOCATION IN ADCORO M WIM CURRENT FLORIDA BULLDING CODE INSTRUCTIONS: USE CHATS ANO CRAPHS AS FIXIOPIS STEP 1 DETERMINE DEEM LOAD MOORED PER ASCE FOR PARITDUUR OPENING. STEP 2 USE WWII—DADE MUM APPROVED GLAZING MODNCTS MEETING ABOVE I= REQUIREMDIIB. STEP 3 USE GUSING PRODUCT CONNECTION M MRLON AS AS PER PRODUCT APPROVAL USING CHINOS ON SHEET 3 W. 3.1 SELECT MUWON SIZE sWITH DESIGN RATING MORE THAN DESIGN LOAD WINASED IN SIFT 1 ABOVE. USNG ANCHOR TYPES AND ANCHOR CAPACM CHARTS STEP ON SIHE15 4 THRU 14 SELECT ANCHOR TOE WITH O®GN ITNG MORE TIN TILE DESIGN LOADS SPEOFEO IN STEP 1 / IgtOWLT 118V6® :� �::. SP..•.'LV B�Ii'vd wiW tB�PIuNEA riM�Cadc ' E.O.dmlTmc ?A212 _ M' .i paiUan THEE MULLIONS UN ONLY BE USED WITH SW GLAZING PRODUCTS drawing no. M07-04 1=0 y� 125 TYP. II = A502 IN\4 S2 - .I3]35 IN\3 1 X 3 STD. MULLION Iz w 2.0374 IN\4 S. - 1.0187 W\3 1 X 4 375 .125 4.000 .D5 T2 w 3.1878 w\4 S2 1.59M w\. i X 4 Custom MULUON 2000� 1--z9oo �zoo9--1 I 2 1II� TYP. .125 .250 6.000 1TP. IYP. 4.L 4.� LIL-11 I2 - 2.9762 N\4 I. SM73 w 4 I2 - "757 w\4 S.m 1.1881 w\3 S. 2.6538 w\3 S2 a 2.7586 w\3 2 X 4 2 X 4 2 X 6 STD. MULLION HEAVY MULLION STM MULLION 6063-T6 W0 T6 5:63-M ago .690 .125 E.530ll] 0 .125 II�2500 NO CH OPIIONRL MULLION CLIP (608.T-T6) MULLION CLIP (6o53-T6) (ALT. TO M CIM) 1/2• (ALT. TO IWG ) CLP IFNOMS MUST BE COT TO m 41UC YItL IMP L8N MOST BE OUT TO N1U 1Br WIDE MUWO INTO 28r TUBE YUWONS. 25 4500 I2 - 4.2421 IN\4 Sz - 1.BB.54 IN\3 1-1/4 X 4-1/2 CUSTOM MULLION Is - 15.2031 WV 81 . 5.OB77 w\3 2 x 6 NOTCH OPDONAL MM YN. m6 G 12 a 4.8538 IN\4 Sm- 2.4269 W\3 4 X 4 St0. MULLION 6O6}Ta I2 = 17.4s9z w\. s2 = 4.3625 W\3 2 x 8 c n� MUI 6063-i6 125 2000 ANGLE CLIP 600-To MA u - 16.9059 N\4 Sz � 5.8]53 N\3 6 X 6 Sm. MULUON 80&T-TB Is _ 40.7080 IN\4 S2 = 10.1770 w\3 8 x 8 STD. MULLION 608}TB 'THESE MUWONSPROCMt ONLY BE MED WITH CIAZINC WCIS I1,j', ;i &Lull 33 31111 \ MODULI P3TV W ®.Noyf'�gwi%ftm Bid de Coo = ] Mimi a6e Pmdm SiSIn.. 41I. 'Mrw fAmo 08 I ; o� 1 tm wi09� 0� M07-04 D60 CAPB - P8P (TVDR 21OM10N3) 1-1/{ Y 1Y9 1Y4 114 4-1/2 2Y4 1 2Y4 M. M. C0530M MITOM M. RSAVY 31 1SIM C0920Y CUSHY M. ]MI 26-1/2 w 3T 41' 4B• x' 60' Or 92 JB-J B' / INN 1]Q0 INA I INA 1 130.0 1 INN 1 28-1/2' .ID' v 42' 4r w 60' Or 72' x• 3)5 BOA V2.9 130A -.O INA i]OA 1J0.0 Ina INA Ina 1J0.0 3J1 71.1 I08.5 1]0.A 10a9 INA 130A IJ0.0 INA INA I30.0 Ina 262 A.] BBA IN.6 x2 INA INN INN Ina INN INA INA 97 SOA 773 93.0 142 INN I.U.0 Ina 1=0 1=0 INA Ina 20.J "A VA 814 64.9 115A IVA INA INN INA 1%0 130A - 39S NJ 72 57.7 1022 115.0 INA INN INA 13U INA 35.8 x3 ml $1.9 920 Ix3 INN IJOA Ina 130A 130A - 323 49.3 59.2 47.2 "1 959 INN Ina Ina 130B INN - 29.6 V52 5 3 4J3 77.2 19-1/6' 26-1/2- >a' 3]' 62' 48' x' 60' 68' >?• yy y �• INN Mo 130.0 Ina INA 130.0 19-1/6' 26-1/2' W 1. 4Y 4Y x' W BB' 72' 98' 23.8 NA i4.i 11BS 1nO 10.1 INA Ina 1=0 INA INN INN INA ml 93.9 044 111.4 7U INA INA INA 130.0 INN DOA INA =2 47.6 7C5 9&4 69.6 124.1 105.7 INN INN Ina 130.0 INA - MA 80.4 79A 38.4 Ims 93.1 IWA INA 130.0 I]0.0 INA - SAo 532 703 40.7 85.6 815 128.E 130.0 IYI.D 1]pA INN - 29A 46.6 61.5 A15 n.8 1Y4 11{.3 1]0.0 130A 130A 130A - 204 41.4 x.7 n7 BB9 692 1029 I]0.0 llOD mo 130.0 37Z 492 34.8 62.0 NJ m Ino INA INA 13MO 21.7 33.9 H.i 31.5 56.4 x.3 867 INN 130A 128.2 1304 - - 31.1 41.0 29.0 31.7 19-1/B' 26-1/2- M. 3T • a6' Bp• BC i2' 1203 INN Ina Ina Ina INN I9-1/w 26-1/2' 30' 37' 42' 1' x' 00' 1. 7Y 100' 245 32.5 MI 1093 78.7 INN 89.0 INA INA INN 13U 130A - 37.9 593 M9 55.3 9&7 7&8 INA INA Ina INN INA ]3.5 523 89.7 4&9 87.1 e]A fOB2 IW.O 1AOA Ina 110.0 - 27.1 42A %5 39.8 i6i 9.73 1]a.0 INA 1J80 1b.0 - 0.9 VA "A 3 A 62.2 49.1 81.6 12A0 INA 122.7 130.0 20.9 327 415 30.5 S4.S .7 727 1102 INA 1Wd 130.0 M M.7 Y/.1 0.4 39.3 M5 992 IIBA 982 Ino - - 282 N.0 2a.4 418 %7 59Z 962 10HA 592 1304 - - 218 31.7 22.2 U.B 32.6 x.6 827 99.0 B1A INA - - 21A 29.0 20.4 30.3 10-1/B' 20-1/Y 30' 48' x' 1. Or M. 74-1/a• 753 INA INN INA 130.0 130A 19-1/e' 28-1/2' ]0' 37' 1. b' 5V' 60 x' 72- Iw - ]&] 999 >9.7 %B 99A xA 10.4 INA INN INA Iw.o - 27.8 IJ2 ?73 Q 71.9 460 93.1 INA 13&A 13" 130.0 24.4 382 MA 35.8 0.5 %9 7" 114.1 INN 113.5 INN - - =9 412 269 513 343 65A INS 120.4 INN 130.0 - - n3 353 29.4 45A no y&2 VA IMA &/3 13MO - 230 31.7 223 39.7 25.7 51➢ ml 93.7 DA U0.0 21.2 282 - 353 24O a&B 70.3 543 70.0 1222 MA - 31A 21A 423 669 75.6 818 111.1 211 - T&9 ".a WA MA 7&3 5&3 101.9 - 212 - 28.5 19-1/8 28-1/T 30' ]7' 4Y 18' x' W. Or >2' 7y, 810 130A 130.0 1]OA I.a 1S11.0 19-I/B 26-1/Y JO' S7' VS N' 54' 1. 66' 71' 13Y - 28.7 4&0 59A 420 749 4&B 952 INA INN INN INA - 20.7 ]2A 412 ]03 xA 41.4 x.t 126A 130A 126.8 130.0 - 2&7 ]B2 268 47.7 SJ.B 6&2 102A 12]3 I026 1%0 232 30A 21.7 ]8.7 29-0 ml 9oB 10&8 903 1300 - 4A5 273 - 3A1 2&B 525 78.3 I 9&1 70.1 INA - - - "A - 29.0 MA 40.7 70.3 84.5 703 Ina - - - 211 - 28A =7 42-0 614 76.1 63.2 I'M - - - - - "A ]61 57.7 %.1 57.5 100.1 JSA S29 614 527 920 - - - - ALL LOADS ARE EYT.(+)/INT.(-). 19-1/0' 26-1/2- 30' Ji' 42' IH' I =1 NA "A 32.] 57.7 250 J33 02 41.6 221 29.4 20.6 MA 23A - 29A M mTOMMS Om I % 615DE 16LIAxONAR sWPE� I rIAFIIOMK NUWON �� PRWUCI GI/ZNG 6WING PROOULT %MOUAT MULLION SPAN _ TYPICAL MULLION ARRANGEMENTS WIDTH (W) 2 NOTE: MULUONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) THESE MUWONS CAN ONLY BE USED WITH SN7 GVSING PROOUCIS MULLIONS �r_ 1� ,`%,o9.fw..,/�/,,,, PRODDCTRE 01m F1mida j AoMpm MI 0/�/ i7•02 ® I m4r966m09Ao-an :�'•. (/ ', G�` 27n7/�1I ull`53 h3 1.9 Ing n0. M07-04 11 DENM IDAD AAPACHX - FM (TT IMLIONB) I DESIGN MA WA= - ESE DaMBE STO ON2) wENEow WAN DO 40AL DHIS'. BPM 4 X 6 M. 2 X 0 M. 2 X 0 HEAVY 2 X 8 M. 8 X 0 SM. B X D M. 111MMIlT D211S. 4X4 SID. 9X 6 9TD. 2X 0 OEAVY 2 X B M. 6 X 0 M. B X B M. wf01N M CAL EPM 19-1/8' 15-toW w 3r 427 46' S1' 60• or 7?' 38-3/6' 1=0 130A IND Ina 1N.0 INA 19-1/6, 28-1/1' N' 3r 1. 40' Be 00' w ]Y Be 13U Ina INA INA IN.0 !NO 1NO 1N.o INA IN.O INA I300 Ib.O INA M& 1]OA 1]f1.0 IM.0 INA 1N.D INA 1N.0 1N0 1No INA 1N.0 1N.0 ib.0 1b.0 INA 130.0 1N.0 1N.0 1N.o 1J0.0 iNA 1N0 INA 1b.0 110 1Nk 1N0 1N.0 tack 1N0 130.0 130.0 INA 121.0 INa INA INA MD 1"' INA 1304 1ao0 1N.0 1N0 11a 105E 121E 1N.0 130.0 1N0 MD INA INA INA 130.0 IND IN.o 84.1 IM3 1b.0 1N.0 INA IM.0 INA 130.0 430A IMA 1310 Ina 84.2 WA Ino i3to 1b.0 IMA 1No IM.0 INA IMA 130.0 130.0 "A no INA INA ima 1N.0 INA 130.0 Ib.O 1b.0 1M0 IW.O ]OA 812 INA 124.6 Ina ib.D 19-I/B' 20-1/2' ]o• yy 40 b' 54 N' SO ]1' N-5/6, IMA 1N.0 1N.a Inc 1=a lack I9-I/8' 20-1/2' N' 1. 1. 1. Be 60' Be ]2' 98, INA 13MO INA IN.O INA INA Ina INA IND 130.0 130.0 1N.0 1285 INA 1N.0 1N.0 INA 1N.0 1no 1N0 _1]00 INA ib.0 INA uu 130.0 IM0 INA 1NA Ib.O Ib0 INA INA INA 1N.0 INA AM 119.6 1N.0 INA 1N.0. INA. 1N.0 Ina INA I30.0 1N0 INA 61.1 IOSa I304 IND 1N0 130.0 130.0 1N0 Ib.O Ina 1N.D 1N.0 70.0 92.2 1N0 1NA 1304 INA 1N0 INA Ino INA INA, INA &1A 81.0 IN.O 10.4 INA INA 1N.0 1N0 IN.a 130.0 INA 130.0 50.2 ]3.T 1N0 112.9 IN.o IRA 1N0 1N0 1N0 110 INA 1bA 51.6 8]A 119A late Ink INA 1no 1300 1NA 130A INA INA 4]] 61.4 109.1 94.1 INA IMA 19-t/0' 26-1/2' b' 3r 4r M. Be w• 66• 72' Ino INo 1310 IMA 1b.0 Ina is-I/e' 26-1/Y N' 1. sr b' Be Bo' sr 72' tOB' 125.0 130.0 1N.0 1N.o IN.a Ib.O INA IMA INA INA 1N0 IMA so3 1N.0 IN.O INA INA INA MA 1N.0 INA INA 1b.0 Ina ]9.] 1182 INA INA 1N.0 INA INA IND 110 INA 130.0 130D 04.6 WA INA IN.a IND ink 1N0 Ink Ib.o IND IND INA 80A 813 INA 125.7 1N.0 INA 1N0 INA 1N0 IN.D Ib.O 130.0 491 no 1DA 110.0 1no INTO 1b.0 INA Ib.0 IND 1N.0 I]OA NS 64.0 1114 0.8 IWA INA 1no Ib.O 1N.0 INA 1Na 130.0 39.9 57.6 102.1 no Ina INA 1b.0 1N.0 1N8 IN.O 1N.0 1N.0 Sat =4 At. BO.o ilia 1b.0 1N0 INTO 1310 1 Ink 1310 ME N2 Ism no 733 1=4 110 10-1/B' M-1/r 30' ]Y 42' 48' 54' N' 66, 72 Ib.O INTO INA ib.0 INA INTO 1B-i/0' 26-1/2' N' 37' 42' 40' Be N' B6' 72' ip, AM IMA IN.O IMA INA INTO INTO IND 130.0 Ib.O 130.0 ME 65a 1D1.0 INA INA INA Ina IN.a 1N0 INA 1No INA INo 511 914 1b.0 1b.0 130.0 INTO 1N.0 INTO 13U IND INA 1N.o 4].1 74A 130.0 11l.1 INTO INTO INA INTO I38D INTO IND lJok 41.5 6e.. 110.8 100a IbD 110 ]4-1/4, 1N0 INA IND INA 1N.0 130.0 au 5)A 1010 BBO 12]3 INTO 120.0 INA INTO INTO INA 1N.o N] 51] 90.7 70.2 109A INA 116.1 123a INA INTO INA 1N.0 2B.1 462 81.6 14 AM 110 IMA 114A 1N.0 1304 130.0 ME 28.4 42A 741 644 89A 1N0 96.0 IMM INA 1]0A 13" 1N.0 243 NA no M5 02> INA IB-1/6' 25-1/2' 30' aY130.0 y' J6, INA INA INTO IND 130.0 INTO 19-1/e' 26-1/2' b' 9' 4r 48' 54' 60' 06' ]2' 1R'- M5 110.7 INA INA IND 1N0 1N.a 1N0 IND 130.0 1N.0 INA 48.4 B4] INA INTO 130.0 INA INA INA INTO INTO 41] ]4.4 INA 114A 1N.0 1310 1]OA 1NA INA N.4 N3 took 9J.2 l".BINTO4Y INA 1N.0 INA 1N.0 312 5].2 BSI at, Ina 1No INA 1N.0 1]0.0 INA 2]] 48.5 BXS 01.8 ".a INA I16.0 13"= 1NA INAINTO 24D 11a ]4.0 BI.B 84A INTO60' 105.0 130D INA 1N0 21a 3I2 BBA 5).4 ]6.0so' 95.4 130D INTO INTO - NA Na 522 69.1 IND INA INTO I INTO - 31.0 55.5 478 0.4 120.4 19-1/6' 26-1R' N' ]]' 4Y 40' Be Iw 517 89.8 IND INA I INA I INTO N.i 64a 1192 to6ABOA,= 33.6 5]] 105] 93A 22] 18A M4 M 24.0 40.9 75,2 AAA 11A 35.6 BSB SEA - 31A 69.5 ND ALL LOADS ARE EXT.(+)/INT.(-). Males To BE Ih5CWB2D Mal: 1 M6 stwE� rlpl@OMK YULL9N PRBOUOT IT = LIAZMG ` ' PROWCT PRO�ODCI PI�YR 4�W2_ I MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - Wi + in 2 NOTE: MILLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) THESE MUWONS GAN ONLY BE USED W(fH _ 509 GLAZING PRODUCTS 0 ., C �% 4111 111/I MULLIONS -`"'' "'. I `I4 PRDODCTRHVISm �� �:' J�Qf '•;' d Lit, BY OF dewing nA. Mien Do& dm CAmm ' M07-04 2 X 2 X K��E TTCATNO MP D CAL ANCHORS o IeER R POLE o n s MXX ANCHORS P�IRS o 0 k Z 2 4� SUS NGLE L1 A Q nG6 WWONj "m UWON Q WW b_O LLOV(/FlUED BLOCK OW FlUID BIRO( j if i L /O/tE)E Q �ii m E O T fl LEG AS KOO. 3' MN. ALifliNAT: N i ANCHOR LOGTON j N FI w' O 3' MIN. T - MIN. I/1� I I I I IJ g>6n1' �j ZQ Z a�N O U0_ —ui m 4UWON MULLION Q 3N V)mo 0 TYPICAL ANCHORS TYPE 12' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU IBY BUCKS INTO CONC. OR MASONRY SEE SHEET R TOR ANCHOR CAPACITIES nBB vg� a o oS�Ze JLL PRODUCT REVISED `...... BwAmsm2N M1 22 `♦'••v ss2 5 8 DmA � OZ2 � No ro ME THESE MVONS CAN ONLY BE USED WITH �-/.... ......... M07-04 SNI CWJNC PROOUCIS AIIllllll\\\ BIIBe[ 4 0}1B 2 K 2 K 1/8' PWM ANGLE 11� ROATINO CUP •Y TM m ANCHORS 1 PER ANGI£ ^ I� TTlfsl ANCI Z z Y 2PLR CUP pl1 CUS A9 + 2 P ANGLE O Ory�9 __ G —__ ----- Mal 1 G °w MYWON Vn°` YIR110H /RtIFD BLOCK NOIYOW/i1LLE0 BU%M( a z h� 4F4 CONCRETE WN ggUCNRE S $$ L• TRIM LEG AS D. � z L 3' MIN. ALTP mn r ANCHOR LOCATION 1 3/W 3' MIN. ZO VVJ N rN JO m - 0 0 O 1 I D F2V J dUm « Z_ MUWON MIALON QTQ m Vlmo d O YUWON ; I I NULL0.V I R64TING CUP I 1 ir_____ __- rill 2PER CUPS II II n "GONCBEIE:•• • 1 "Ev:.e I •..E:.. 1 a€ i a Egg TYPICAL ANCHORS TYPE 'B2' 'C2' 'M2'q15!"'"` DIRECTLY INTO HOILOW/FlLLED BLOCK sii_ N 9 Gull `ATtL11u rTT / ^ 0. DIRECTLY INTO CONCRETE PRODUCE REVISED V . .... INTO METAL STRUCTURES`�''•,ICFHeB':�O r $ BdwnaceBa 17 SEE SHEET B CDR ANCHOR GPACIRESyrena M°i •Q • r E,�To •, OF � dmwln9 no. M07-04 THESE MM DONS CAN ONLY BE OSEO WMH '�P 2•VyAON ` SNI GLAZING PRODUCE EETTTI ILLTTA sheet 5 of 15 DESIGN LOAD CAPACITY - PEP DESIGN MEAD CAPACILY - PSF DESIGN LOAD CAPACITY - PSP TYPICAL ANCHORS: 3 •WWDOW DULS ANCHORS TYPE WDTDON DIMS. ANCNOR8 TYPE WINDOW DWS. ANCHUNS TYPE �1� WIOM (W) MALL TAN W2 B2 C2 M2 WIOM IN) NOl1 SPAN W2 B2 C2 M2 MOON IN) MBLL SPAN 1r2 B2 C2 M2 1/4' M& ULTRACON BY 'FLCO' (N-I" N9, FF=155 1CJ) 19-1/0• ❑ O I17.7 130.0 130.0 19-1/8' 99.6 S.9 129.0 130.0 19-1/0' 64.8 37.6 0.8 88.0 W2; INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 20-1/2' 130A B&O 130.0 130.0 26-1/2' JIA 41.8 93.1 108.8 26-1/2' 46.7 2J3 60.5 70.7 1-1/2" MIN. PENETRATION INTO WOOD f w 120.1 75.0 1=0 IWA 30' 0&5 38.9 822 06.1 30' 41Z 24.0 WA 625 W2: THRU 1BY SUCKS INTO CONC. OR MASONRY J]' 104.J 60.9 1b.0 130.0 3J' 51.5 29.9 66.) J)9 3Y 339 - 43J 50.71-1/4-& MIN. EMBED INTO CONC. OR MASONRY R 0� 42' 921 ]B-3/B' 76 119A T= 12' ]9' 51.4 60.J 42' 12a' - 33.4 44.6 82: DIRECTLY INTO HOLLOW/FILLED BLOCK 18' BO.J 409 104.4 1221 N' 39.4 39.J W.1 23.1 51.4 60.1 q8' 0.629S 25.8 - ]].1 39.1 BLOCK 7-1/4' MIN. EMBED INTO BLOCK LL 5{' J1.J 41.J 92.8 I08A 5{' 35.5 20.5 45.J 53.4 54' 229 - 29.) 3{.T O � m 60' 645 37.6 83.6 97.7 60" 31.8 - 41.1 4&1 60' 20.5 - 2&) 31.2 C2: DIRECTLY INTO CONCRETE 66' 5&J N.1 J6.0 669 69' 28.9 - 5A NA 66' - - 24.3 20.4 1-1/2" MIN. EMBED INTO CONCRETE & M' 53.8 31.3 69.6 81.4 )2' 28.5 - N3 40.1 72' - - TP. 26.0 1 /4" DIA TEKS OR SEI F DRILLING SCREWS (GR 5 CPS) C C O Q d z 18-1/8• 130.0 892 130.0 130.0 18-1/B' 925 W9 119.8 130.0 19-1/8" MA 34.2 J6.2 89.1 q 26-1/2' 110.6 84.4 130.0 130A 26-1/2' 66.8 38.8 8fl4 101.0 26-1/2' 425 24J 55.0 M2: 00.3 INTO METAL STRUCTURES H m 979 569 1267 120..1 59.8 S4fl 762 09.J d0' 2- 56.5 STEEL ; 1/6" TNK. MIN. (Fy = 36 KSI MIN.) LL t 44 30" ALUMINUM 1/8� THK. MIN. (6063-15 MIN.) C S B T]' b.l b2) 105A W' ♦2.1 2)S 61.9 3T WA 30.4 39.4 - 39.4 (SLEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 42' 69.9 69.9 50-5/e' b.6 BaS lOS9 42' 42' 04' 42.1 245 54.5 0.87Z4 63.8 42' 132' 26A - 34.J 0.6 b.e O _ b" 813 35s 79T 926 4B' 38.9 21.1 4]J 59.8 48' 23S J0.4 35.5 T1'PI A O DISTAN .F w' 544 31.6 JUA a2.3 Be 32.8 - 424 49.6 54' 20.6 - 2J.0 31.6 INTO CONCRETE AND MASONRY - 2-1/2' MIN. M BE' 4&9 29.4 633 74.1 60' 29.5 - 3&2 44.6 1. - - 24.3 28.4 INTO WOOD STRUCTURE = 1" MIN. a 66' 419 2&9 57.0 67A 66' 28.6 - 34.) 40.6 60' - - mr 25.8 INTO METAL STRUCTURE 3 4 MIN. / ' 0 Z O 72' b9 23.7 528 61.7 72' TAB - 319 372 TT - - Z(12 T&J WOOD AT HIM SILL OR JAMBS BE - 0.55 WIN. O 3 J N JO = 19-1/8' 10.3 71.7 13&O 130.0 19-1/8' 80.9 47.1 104.8 1225 19-1/0' 54.0 31.4 0.9 81.> CONCRETE AT HEAD. SILL OR JAMBS Pe - 3OOD PSI MIN. O Q� _ 26-1/2' 89.0 51.8 115.2 130.0 26-1/2' S&{ ]4.0 >5.6 BBA 26-1/2" 3as 22.fi 50.4 50.9 C-90 HOLOW/FlLLFD NORNh1 WDGHf BLOCK AT JAMBS Ym T000 P51 MIN. i !0' JB.0 45.) 101.0 119.0 30' !L6 30.0 68.8 J&1 30' 34A 20.0 !45 WL1 w pG 37' 63A >7.1 82S 98S SJ' 41.8 24.3 54.2 63.3 3P ZI.9 - W.1 42.2 m Z01� 42' 5&2 32J 727 0.0 42" 30.9 21.4 4J.J W.8 4T 21B - 31Z ]LT ry �+p= n �" 98, 1H' 48' 49.1 28.6 0.6 74.4 48' 323 - 41.3 4B.9 b' 21.5 - 2J.8 325 i U Z 0 i 54" 0.7 2S4 5&6 60.1 3{' RBA - W.1 4&4 8P - - 24J 28.9 Z dtOJm ry 80' 39.3 22.9 50.9 59.5 W' 25.8 - 53.4 39.1 b' - - T2.3 TB.O ^ Y¢ 35.7 20.8 46.3 54.1 68' 13.5 - 30.4 35.5 88' - - 202 23> J ¢ )2' 32.5 - 424 49.6 J2' 21.5 - 2J.B 325 Q n w 1B-1/8" 1047 BOB 19-1/8' 41.8 WONINONNENs Cµg1g5 M N HOPOOW& N Lcm IA pI p 26-1/2" 75.5 4J.9 $7.8 9J.0 114.3 114.3 26-1/2" 51.9 51.9 30.2 02 BJ.2 78.6 J8.8 INII iD BE INSW6ID O E9 INSIDE IfFAMN90UP SWPE >!1' 66.7 30.8 86A 101.0 30' 45.9 26.7 59.4 69.4 1)' S4.1 31A 70.0 812 3J' 37.2 21.6 0.1 SU _ \ 42' Q') 17 61.7 721 42' J28 - 424 49.6 I. J4-1/4' 41.7 24.2 54.0 63.1 1�. ea' 2&> - 3].1 43.4 0 d 54' 37.1 21.5 45.0 $6.1 54' 25.5 - MO 38.6 R 00' M4 - 02 50.5 60' 22.9 - 29.J 3{.J WUWON gggg Be ]0.3 - 39.3 4 A 66' 20.8 - T1.0 3I.8 I:ILHO� €3�B aa JY 27.8 36.0 42.1 72' 24.7 2&B ALL LOADS ARE E%T.(+)/INT.(-). WWOMONO. m `o O a - K --a 6rs Wt W2 QOu= W NOTE: "C: 1J111UnIgrr Jai 17 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS -JAMB TYPICAL MULLION AR AN EM NTC PROOl1CTR6Y6FD�J�.T'IM `JCENe...... AT HEAD, SILL OR ENDS. n J yy g SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. W1 W2 A¢epmn¢W i "� QQyQ ,••*_ . (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 Dam W 2 B k MMm - j(�/• •. aF Ervw109 no. v04 ,r•W� THESE MUWONS CAN ONLY BE USED WfM r5S ••'� M07 SW GIADNG PRODUCTS r/j �l L 11`` shaek 6 o/1g 4FR6flL uuMloN Z GIAZING PRODUCT GIAZWC PRooum Z " PW�WCt INCHOR ETM jt DLSDIb 0lA2NG PROWCI PPOOUCT N11WON TAN z X 2 X 1/8' Awu NA E ILaanND CUP 7/7 ^m s 1• MIN. 2�PER •��i z• ON. np µ�oRs n MIN. is SY$ �¢ ^ s ♦ Ptx CUPi; 2P ANO ----- -- - z --- = o G OaoaB t-IJUJON ® MU N C1/2 dhMrc M m I�= OLLDW LLFD DEDCK 0 � WD RLOCK j C S � � � O iWu UM AS R AD. C��=` s• ON. AUEIWAM m 1 _L ANCHOfl I K mm ]/R' ]' Mw. O � NO MIN. J M g I i i i w pad zi ® i m Z., n pri n �yY m MUWON Q m W o MULLION � TYPICAL ANCHORS TYPE V4-2' pp INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N THRU 1BY BUCKS INTO CONC. OR MASONRY `o 'g SEE SHEEP 10 MR ANCHOR W'ACIRES N Q MIN o s _ Boo ` YRODUCI REVISED 'ee`I .. �H C� T •� W]EnO wuN We PIMN .` y;'JOENsf'•., g D lEag Cade •�.r � p Aacplevaib: •� i '{L(1"1FL. � Ph � E, MiaT OrM �� O, �p ,• aF �•�� drmrin9 no. M07-04 THESE MULUONS WV ONLY BE USED WRH /QwA` (`` SN! GIALNC PRODUCTS r1111 Ilt 11 sheet 7 m118 - TYPICAL ANCHORSTYPE 'B4- r«a..± A2 GR ©�»AINTO METAL STRUCTURES �E MULLIONS M ONLY BE USM WITH MODUCT «3 (al _}By mil.? 7o .a TYPICAL ANCHORS TYPE 'E4-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR WACMES .l WI j-`✓t� n W Qan� M z wn ry �ji S Z a0m — 0 Jlt JO ii�, `11\t IIIIIII I'T�i vnoDucrREVISP� qJ� �ALq�' � � m �wmt>i�+vb tb PMEa �:'J�NGF". q b Ac.VA�tmce W I I =*q 3Ys? By"i� oaa. %P••. drawing no. THESE MULLIONS M ONLY RE USED WRN ' ': .� `C, M07-04 SW MCING PRODUCTS /1........ 1 sM1eflF LCI'L'Y - P8P DPSTGN WJU) C A= - PEP ANCHORS TYPB B B0� ANCHORS T 26-1/2' IW.O 1W.0 130.0 130.0 2{ 26-1/2' TWA 652 1J 1W.0 26-1/2' W' 1JOA 11 L1 1W.0 1WA 30• 11].0 5].ef098 130.0 30' 37' 130.0 84.9 I 1W.0 I 1WA I W' 110.01 48.7 89.0 1N.0 OY 40 1W.0 0.6 130.0 130A 42' 90.) 41.1 78.4 130.0 42' 48• 38-3/8' 1WA 73.2 130.0 IW.O IB' J0• ]9.4 36.0 0.8 120.2 ,ip• 120' Be 730.0 65.0 124.0 130.0 54' 70.6 320 61.0 106.8 54' W' 129.1 68.5 111.0 130.0 W' 83.5 288 649 98.1 W' 88' 117.353.2 101A 130.0 fib' 6].] .201 49.9 6].4 66' se-1/2' IW.O 1W.5 1W.0 130.0 20-1/2' mo 60.5 MA 1a0.0 26-1/3' B W' 1W.0 BBA 1W.0 130A W' Il].8 53.5 fOt130.0 30' 3J' 1J0.0 T10 1W.0 1W.0 3]' 966 43.4 B27 1W.0 3J' 4Y 1]0.0 83.4 1208 130.0 42' 04.2 38.2 ]2.8 12].5 4Y W-5/8' BC U2• 90' 12TJ 553 10&7 130.0 48T3.7 JJ.4 BS] 1111.6 48' 54'I IOB.] 49J 9A0 1 W.0 54' 0.5 29.7 56.6 992 Be W. 84.E 1WA W' 59.0 26.7 51.0 89.3 1 W' 66'1 89.0 40.3 1 78.9 1 1W.0 W' 5].6 24J 46J 81.1 66' 28-1/2' 1WA W.] 130.0 1W.0 26-1/2' 118E W.0 F101.0 1130.01 IL 30' 1JOA 71J 131.0 130.0 W' 1032 40.E 802 130.0 3]• 127J 5].5 110.2 1W.0 3]' W.] 39]23 126E 42' 112J W.9 97.1 1W.0 42' B'n.] D3A 63.J 111.E 48' 98.J 44A B&O 130.0 48' 64.5 29.3 558 97.E BZ4 39.6 ]5.5 1W.0 BY 5].3 26.0 49.8 86.8 ]8.6 35.] W.0 119.0 W' 51.0 23.4 H.6 ]8.1 66' 71.5 M4 61.8 10&2 Be 46.0 21.3 40.5 71.0 eee -I ¢ce mn -,� L111 - {]9 0.51 19-1/8' 26-1/2' W' 3]' 42' 48• 5P so' or 72' 14-1/4' IWA 94.9 1M.0 1W.0 19-1/8- 26-1/2• W' 3)' 42' 45' w 60' 66' 72' ROB' 1...0 65.4 124.4 . 1304 68.5 100A 1W.0 IMA 47.1 698 IW.0 ❑0.0 WS 1152 130.0 91.7 41.E 792 1W.0 1082 4m 935 1W.0 74.4 367 642 112.E 95J 432 B24 130.0 65.5 2B.] -6 992 BJ.A 3).6 72.1 126.2 572 26.0 0.6 N8 74.1 W.6 64A 112.2 51.0 0.1 ".0 n.t 66.7 30J 513 101.0 45.9 20.8 39.E 69A 80.7 278 52.4 91.8 413 W.0 63.1 55.6 25.2 46.1 84.1 3&2 - 3S0 57.9 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) - TYPICAL ANCHORS: 1/4' D0. ULTRACON BY •ELCO' (Fu-In W. F3+155 fal) W4-2: INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY II DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4' MIN. EMBED INTO BLOCK C4-2: DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE 1/4' DIA W TEKS OR SELF DRING SCREWS (ORAOE 5 CRS) M4-2: INTO METAL STRUCTURES STEEL : 1/8' TIAN. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEELINCONTACT WITH ALUMINUM TO BE PLATEDORPAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE a 1' MIN, INTO METAL STRUCTURE - 3/4- MIN. ANCHORS CL TO CL DISTANCE - 2' MIN. WOAT HEAD, SILL IL J SC- OS6 MIN. CONCRETE AT HEAD, SILL OR JAMBS Te . 3000 P51 MIN. C-BO HOIJAW/FlLLID NORM& WEIGHT BLOCI( AT JAMBS V. - 2000 PSI MM. NUWON HOMi0NV1 NNLgV ��u $ r 3R9 'TYPE 2 C4-2 H4-2 Z n 0 " Q S C 0 t h 5 O w C 0 a e ry a p a LL zw+ j 581 ,I Q b�l>? p uL9 Imo V W.0 1W.0 V ]tA 10.0 V 57.9 1012 51.0 89.3 1 39.6 69.4 85.7 62.5 32.4 56.8 29.7 S9J 101.8 { 01. 130.0 i 73.4 In.6 1 64.9 113.6 1 526 92.1 1 0.3 61.1 1 40S ]tA O j W W E Z Q O d pjN o y n O ¢ n GZ_4(A1 :ili . �zo d 2 0, T - N aq4� nm 36.0 0.1 WA 56.E 0.5 51.6 2]A 47 9 93J 1 W.. 0 5 67J I17.9 i 59.5 104.1 1 482 844 1 42.5 ]4.4 3]2 85.1 33.0 5>.9 N.7 52.1 2].0 47J PflOgXTO II PROBBCT SAG ' PRCOO'(Cf \ NKIbR TEfAM1'1 6UANc CU➢W PRODUCT vROBu6] MULION SPAN ARCHES 10 BE 9LSCFl6EJ W%BE RfORANCUWi SHNE 3 WWON ANCHOIS TYPICAL MULLION ARRANGEMENTS PRODUCT REVIEW ` 6. �vlrimt.6em4 PIOKa, WI + W2 8uildmg Cade WIDTH (W) = 2 Evepms�% •O 17•pQ� �*.+ ADJiiasag1 /lp THESE NUWONS CAN ONLY BE USED WITH SEW GLAZING PRODUCTS s 1/2• ]• MIN. TP j �PkH µ01n£ ° FLCA M G1P t Z b �. MIN. TIP. 23e v f n 3 2 PJ1ER AN66 3 3'�N. .gyms OPS LL w 3 - r H 0. -- - --- ----------- - -- - "==== o � a t(f nogg n n amen° --- - - - --- ------------®--- - -- o O�a�a ® MULLION - WLUCN 1/2• NOLLLW%PddID SOCK 1/2 N/ BI Q �i12 MACCON FETE MAX. CON O z 1 O o_ B 5/8' MIN. ' NPI. i 1In C 3q' n W m O �zV a0m ¢ 3 fllmo� O COD- 0 I I I I Y c�R�R NuwoN uuurou ° � � � 3 TYPICAL ANCHORS TYPPs 'W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TRRU 1BY BUCKS INTO CONC. OR MASONRY ° _ g g g SEE SHEET 14 FOR ANCHOR G➢ACI116 y} ° a ODUCT IPYvffi BuFNn6Code ` '% b � S AmPImm N°! •O 0gg2 No. . rr� 202 By 'A: M mn B de dtowing no. THESE MUWONS M ONLY BE USED WITH \ \ p. �M07-04 M O INO PROBUCIS dlq "Oil I z.zA uuu Nc UE E V o 3' MR. ANCHORS 1YPIG1 AM= 2 I'mANGIE NIl41R1D MR 'TPN MILL ANPEA CUP DP CUP 2 PERTA1K1E ue —0 �O s (� O o P n n \\ DN _____________________ \\ __ _ _____L_--- 06G0 Q .'•1 O - 0p�o YUYION — MUWON eato eLoa IxP%' 6 � f u $fRUc E w FUZ) elDcl( smumRE JL O V) 0 U O JN J O s' Nw./IB• s• MIN. y�y,'�RG ___________ yI \S Imo` O>M I I ZVI� C2 ffi I I z _ ¢ Nmo ___________ I 1 I I I _____I _ e S R NUWDN NULWN �E9a�a `€5$S TYPICAL ANCHORS TYPE 'E4-3'. 'C4-S' DIRECTLY INTO HOLLOW/FILLED BLOCK c m m ^ m DIRECTLY INTO CONCRETE o m q Y boaow SEE SHEET 14 FOR ANCHOR CAPAt186 Jpp AfP o, Y ^ PRODUCT REVISED)P�'V�EryEj�":$0 m tm^ylrtni $ wish Ub FhWa eIdIG�Co4 IM � � n oZ 41'71.,.07 *A� '•. •�� draHin9 no. THESE MU1110NS CAN ONLY BE USED ui WITH N•. M07-04 STN CIA PRODUCTS ff fill l \1\\ sheet 12 of 18 m ■��§ z ,2 PM4I - - B|\ — — — - - |/|; Olin �§§§j - - . e e _. - \ \ tax— z ; \/\ �� .. . § #(.9 | 542E ) §O ENO e /(D - R p e \e _ << � .\k/�&��. |k 7YP_ANCHORS TYPE 't«w DRECTLY INTO _�a ma _mmom. ._»�t M07-04 SEE _,_ ANCHOR __ .81 _ ~�;` PSP DESIGN Ma CAPACDY - 2 E WDIDOW DIMS. I ANCHORS ' 26-1/2' 30' 42' 48' 54' 60' W' )2' 38-3/8' I30A IMA 130.0 1 28-1/2' 30• 3T 42' LB' 50 60' 6&' 72' ]B' 1W.0 M.6 110.0 1 28-1/2' 30• 37' 42' 48' 54' W' 66' 72' 120' 130A 110.0 110.0 1W.0 73A 130'0 121A 130.0 10011 59.9 130'0 130.0 1072 130.0 90.7 52] 117.5 130.o 939 130.0 79.4 46.2 1028 130.0 WA IDOA 7D.6 41.0 91d IZ A 7&0 1W.0 83.5 36.9 822 11 ).3 6B2 1W.0 57.7 ID.6 ]4.] 107.5 625 110A 519 W.6 68.5 19-I/8' 26-1/2' 30' 42' fir 54' W' 66• 7V 50-5 1 130.0 130.0 1W.0 19-1/6' 28-1/2' 30• 37' 42' ! . 54' 60' 66' 72' 84' IWO 1W.9 130.0 19-1/8' 26-1/2' 3W 37' 42' 48' 54' W' 66' 72' 132' 130.0 128A 130.0. 130.0 77.6 130.0 130.0 113.8 1W.0 117.0 SEA 1W.0 130.0 92.3 130.0 956 W.6 123.E 130A 81.3 1300 84.2 49.0 109.1 122.3 71.1 1W.0 7&7 429 95.4 108.7 632 130.0 US 38.1 844 W9 56.9 126.7 59.0 3a.3 763 89.0 51.7 115.2 S16 31.2 69.4 81.5 47A 105.8 49.1 MS 618 19-1/8' 28-1/Y 30' 3T 1. 4B' 59' 6T 66' T2' �• 130.0 130.0 130.0 19-1/8' 26-1/2' 3W 97' 42' 48' 84' W. BB• 72' 98• IWO "A 130.0 19-1/8' 26-1/2' W 37' 42' 48' w W' 66' 144' 103a 1311.0 1198 67.9 IWO 91.4 130.0 103.2 $0.0 130.0 74.1 130.0 S&7 UA 108.3 J 652 130.0 717 429 0.4 57.1 1272 "S 37.5 WS 50.8 113.1 573 33Z 74.2 457 101.8 51.5 30.0 S&8 41.6 92.5 16.9 27.3 W.7 38.1 84.8 4.3.0 25.0 0.7 19-1/8' 26-1/2' 30' 3J' 4Y 48• 54• 72' 74-1/4'4 0 121.7 jl� 130.0 19-1/8' 26-1/2' 30' 37' 1. 1. se 60' 66' 7Y 108' IWO 0.7 130.0 0 W.e 130A 1018 WA IWO .0 77.6 TWO 91.7 5321 118.8 629 130.0 74.4 NS 3 53.4 123A US "A 18S 108.0 57.3 742 1 CIA 96.0 SIA :29.6 W.0 7 38.8 86.4 459 59.4 7 05.3 18.5 41.7 54.0 6 323 720 382 222 a95 ALL LOADS ARE EXT.(+)/INT.(-) NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS.' SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PW W4-3: W4-3: B4-3: C4-3: TYPICAL ANCHORS: 1/4. Ote ULJRACON BY 'F O' (Fu-l7l K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4• MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4• MIN. EMBED INTO BLOCK DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. ANCHORS CL TO CL DISTANCE - 3' MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR J BS Cc - 3000 PSI MIN. C-90 HOLLOW/OILED NORM W HT BLOCK AT JAMBS V. - 20M PSI MIN. 1TPfi 3 C4-9 5 130.0 5 121.0 1 10&9 1 86.7 5 78.3 6&8 > 5 4 3 4&8 ! a45 1 130.0 ! ttoA 3 D7.2 5 )&0 i 89.4 i 51.0 uM `NAM9R VEftRfll fiUIDl6 PROWCI DUWON GIA2P:C P6WUR I �YIIWDN INCHOflS Wt W2 WN HOBIIDMN N Om AKHOPS M. TO SE INSCWBfD INSTEP REC MGVVA 6 E 3 �M N n 9 3 ` MIM( I_ i fi000Ct ' 'OETULawR �1 CIADNC 64m PRWUCf PROWLT MVUAN SPAN TYPICAL MULLION ARRANGEMENTTS m g g WIDTH (W) = w1 +wx t1'!j t-Jli dp1 ❑Igi177Hr ., z ���py'jw......�I.M PRODUCTREVISFD �� Y.:' VCENfiF„••, eH4clo,C ;wux 6)mM4 b AasPemm lbw NeM%� •'`� drawing n0. THESE MUWONS CAN 0NLY 81 USED WITH ' 0 A. 0;� M07-04 SW CIAZING PRODUCTS '' r� hl! t1` sheet 14 of 18 2 z 2 x 1/&' "m aNT2E RmRNO cur 111 T191TAI. AN s 2 1/2' EIPL NIN. IYP. 3 rER GM IE 2 1/2' YIN. 'j z Z TYP4AL ��0� 6 PER CUP 10� FZ Fe1� W q o 3 PM � o 1!EE61� ry0 E " n `1L / — ® ® 0 a ri1erg O O NULLtlN - I/2• 1NY MULLION 1/2' YA%. � i LLzms.7 Q �ii �i - 6 F 1WY UZO YETPL STT)CnIRE DC NCREiE YETAL STRUCTURE 0 A9 REOD, a/e' Y Nw. WIN. 7 Na'2 ^ `• w a mmo Z��" N I 1 E (JZd1 I I I i a � 11IlYYaaam111l11 " Nrno it I I i I O I 11101 ry9ry9yy WUWDN D € R TYPICAL ANCHORS TYPE 'CB' 'MB' DIRECTLY INTO CONCRETE `2 INTO METAL STRUCTURES SEE SHEET 17 MR ANCHOR CAPACIRES 0 4 DuammsmePmdP �PJP9�ttga,, '\ n �w 17•,171 .02 No. ', % v h r�i Dme 22 iti E>4= � o, a � Rr M OF °•� drawing no. THESE MUWONS CONLY BE USED WRH ' M07-04 9W GLAZING PROAN DUCTS "q,111 11%1`` sHewt T5 ory8 2 %,/B- Uig 2 I 3/5' 21/2'MIN. TP ANCHORS n YIN. RP. 3//FA Z PAN= 0 3 PFRI ANOIE Q o� -- - - - IC H 0 0 aaSE 0 0 N y z c3 F ® ®+ O�-- - - o �o /mm SO MA CON flE m� O6M m Z AS REDO. I- 3 � z J z_ ¢0 TYPICAL ANCHORS TYPE 'C6' 'M6' a mono DIRECTLY INTO CONCRETE o INTO METAL STRUCTURES SEE SHEET I] FOR ANCHOR CAPACTIES `0PrtR SON -ox.�� 5 .n Td„1N Wi11,,, u PROWCTRBVIRBD U U �ID.•A,•HM- silo, s3 wAllh l'•, ♦ �P;. VCENSp •� �NPi �2 E+mi Des C: Mi m m , A F drOring na. THESE MUWONS CAN ONLY BE USED WITH ... '. �• 6 � MO%-04 RW CUBING PROOUmS ,�� L1Yt;A� sheet i6 of 18 - P" II D&4IGN LOAD CAPACIW - AWDOR DIMS. 26-1/2• 30' SJ' 42' 48' 54' BO' 66' 72' 38-3/8' 1J0.0 130A 26-1/T 30' J)' 42' 46• 54' 60• 66' 72• ]8' 130A 1J0.0 26-1/2• 30, 1. 42' 48' 54' 60' 66' ]2• 120' 130.0 IJ0.0 130.0 150.0 130.0 130A 130.0 130.0 130.0 130.0 130.0 130.0 10.6 1J0.0 130.0 13" 130A 130.0 95.7 130.0 130.0 /30.0 128.B 130.0 0.7 11 7.2 130.0 130.0 1145 MO ]4.4 104.1 13D.0 130.0 10.0 110.0 6T.0 93.7 MO 130.0 03.7 130.0 60.9 852 130.0 IWO 85.8 1202 55.8 78.1 19-1/0' 26-11r 30' 3]• 42' 48' 54' 60' 66' 72' 50-6/6' 130.D 130.0 18-1/8' 26-1/2' 30' 3l' 42" 4B' 51' 60' 1. R' 84• 130.0 130.0 19-1/8' 26-1/2' 30• 1. 42' om 54• 60' 66' 72' 132• 130A 130.0 130.0 130.0 130.0 130.0 M.0 130.0 130.0 130.0 130.0 130.0 121.7 130A 130A 130.0 130.0 130.0 99.7 130.0 130.0 130.0 130A 1311.0 87.0 121.7 130.0 130.0 119.6 130.0 76.1 104 130.0 1".0 101 130.0 67.6 94.7 130.0 130.0 95.7. 130.o 60.8 952 130.0 130.0 97.0 121.7 55Z 7)5 130.0 130.0 79.7 111.6 50.7 71A 19-1/6' 29-1/2• 30' 1W.0 130.0 19-1/8' 26-1/2' 30' b' 54' BB• 130.0 130.0 19-1/8' 26-1/2• >D3]' 60'1.115.8 96' 130.0 130.0 130.0 130.0 130A 130.0 126.3 130A 130.0 130.0 1300 130.03]• 01300 130.042' O42'130A 130.0 U1172 O46'54' 130D 130.0 054'IT)9 130.0 1W.066, 5 26-1/2' 30' 42• 4B' 54' 1. Be Y2' 7-1/P 130.0 130.0 26-1/2• 30' 1T 40 4B' w 60, fib' 72' 106' 130.0 130.0 1304 130.0 130.0 1J0.0 130.0 IWO 120.2 IWO 10.2 130.0 08.4 130.0 90.2 1262 ALL LOADS ARE EKT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) CDDCT II PROgICi TYPICAL ANCHORS: �(I'm Ile DIAL 1 TRA ON BY'EIM(N.1TJ Im. Fy.155 C6: DIRECTLY INTO CONCRETE Z n 1-1/2' MIN. EMBED INTO CONCRETE 0 $M 1 /4' D A. TEKS OR SELF DRILLING SCR (cIoDE 5 06) I'• a M6: INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) C -� ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) V (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 TYPICAL EDGE DISTANCE 00 INTO CONCRETE = 2-1/2' MIN. g 0 Sib. INTO METAL STRUCTURE = 3/4' MIN. 0' i q ANCHORS CL TO CL DISTANCE = 2-1 /2' MIN. CONCRETE AT HEAD, SILL OR ONSS fe - 3000 PSI MIN. �HOpim011 MIWON ARCHES RI BE V6CILBEO f0.510E I MtAR SWPE "G AzWG PwD C1 3 ANCNOfl INWDN A\gID15 3 CLVu16 4Y,1➢AO vao9ucr vrteo9cr MUWON SAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wt + Wn 2 vRODucrRBvlsPn m'umpipng wi�61N:10a11dg O,tlNmg Cadc 1 A�.�.. � •071 .012 � 1YaAc1 THESE MUWONS CAN ONLY BE USED WITH SUN GLAZING PRODUCIS No AG C b g ]•2(j�� dmwin9 no. a�� M07-04 WAD 26-1/2' 30' m' 4238-3/8' 48' 6n• 66• 72' IS-1/B' 26-1/2' 37' 42' 50-5/B' 48' 50 60' w 19-1/8' 26-1/2• 37' 42' BY ,e• 94' 72' 19-1/8• 26-1/2• 1. 37• 42' 74 1/4' 48' w 60• 65' 26-1/2• 30' m' 42' 78' 48' 1. 1. 1. 72' 19-1/8' 26-1/2• 1. m' 42' 84' !B' 54' 6D' 60• 71' 19-1/8' 26-1/2' 30' m' 42" 96' 48• 54' ST 68' 72. 19-1/e 20-1/2' 30' m• 42' 100' 48' 51' 66' - PSP D661GN WAD CAPAC= - PEP 169 ME DINDOW DM. WCHONS 2.3T MBA W (W) MULL SPAN MA 1 MB! 1304 19-1/8' 28-1/2• 30' 3Y 42' 48• u' 60' 66' W 120 98.0 130.1 1304 70.7 10. I30A 62J' 93.7 116.9 90.7 76.0 103.0 44.0 681 90.1 39.1 MA SOA 34.7 911 72.1 31.2 461 65.5 28A 421 60.1 28.0 39.1 130.0 19-1/8' 26-1/2' SO• m' 42' 40' 54' 66• 66• 72• 132' 69.1 13D. 130.0 04.3 961 30.0 56.8 U.; 1G8.6 4B.1 69.' 95.6 40.8 60.! 03.7 35.5 W3 7C4 31.6 47.: 66.9 25.4 42.1 ME 25.5 38.: 55.8 23.7 353 5 130.0 19-1/8' , m' 42• 40' 64' 60' ip• 81.7 122. H72 511 78. 913 412 61 : 1 B3.7 372 SSJ I 73.2 32.5 4F 1 W3 28.9 43, I 58.8 26.0 39. WOES 114 F.1 ASSEMBLY B14 6N SM9 2 PER CUP SEE CHART'Mw 3 PER CUP SCE CHART 'MW 1-1/2' O.C. MIX. D.C. MIN. 1-3/4' X 2' X 1/8• (M 3/4' X 2• X 1/8' MR CUT TO M SNUC ANCHOR DETAIL BI METAL TO METAL CONNECTION THESE MUWONS CAN ONLY BE USED WITH SW GL INO PRODUCTS j:;}, 3 G LUi( PRODUGT RkVISP➢ OlYmg w�tll beFNiSe "BY. 4(-,i