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REV-16-1030 ISI Miami Shores VillageFAPR Building Department 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2014�� BUILDING Master Permit No. u8 trr,- I-IL PERMIT APPLICATION Sub Permit NoTZV ( _ D ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP @@ CONTRACTOR DRAWINGS JOB ADDRESS: O �J if tO S� J;�(;�r)u City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titl#holder): - Phone#: Address: 0 C= s-;x)u\ City:. A C.\"��R-si State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I vle Phone#: Address:VX2.3®���C) S,1v�' %k- t City: X�U,\A State: �L Zip: Qualifier Name: kol�� Phone#: '305— ZZC ��3D State Certification or Registration#: l Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ����- Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration `❑ NewRepair/Replace El Demolition Description of Work: la.l < w Specify color of color thru tile: Submtttal Fee$ Permit Fee$ - CCF$ CO/CC$ Scanning Fee$ 4 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 1a® . 03 Bond$ TOTAL FEE NOW DUE$0G (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whoseproperty-l"ubject-to-attachment.-also,a-certifredropyof-the recarded notice o -commencearentmastbe ptlStefttth-Job-M---— for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be aivedand a reinspection fee will be charged. Signature Signature R or AGENT CONTRACTORI The foregoing instru acknowledged before me this The foregoing instrument was acknowledged before me this day ofT 20 ! .by _/_r day of AT�g i/ 120 1(e .by 4&&\r( SL. QMA-cM.yry .who is personally known to who is personally known to me or who has produced as me or who has produced as identification and w identificatio a NOTARY PUBL .w�B MERCYCABRERA Yp MERCY CAB A Y p' MY COMMISSION#EE831705 NOTARY PU t��B`� AAv COMMISSION#EE831705 EXPIRES:SEP 03,2016 FIRES:SEP 03,2016 a Bonded throuch 1st State insurance 2 FOF Bonao through 1st state Insurance Sign: / Sign: Print: 11/�e–✓g=#Z 0Q 6/Y14 Print: !ut e rc �. Seal: Seal: APPROVED BY / b Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) vg'j MIAMI•DADEMIAMI--RADE COUNTY •(�1� APR 18 20&ODU T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMICRESOD CES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION a 3�, : T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) `- wmv.m1am1dade.2ov/economv ES Windows,LLC 3550 NW 49a`Street Miami,FL 33142 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:Series'1000/1050"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets l through 8 of 8; dated 07/31/03, with revision J, dated 07/14115, prepared by AI-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, BARR.A,NQUILLA, COLOMBIA S.A., 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.190M lhlll;bg ogroy ided-to the user by the manufacturer or its distributors and shall be available for inspectim It 04:job gitC at tl%request of the Building Official. This NOA revises NOA.No. 13.0617.2'�and-oatslsd oTAi4 p1ge Xand evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewc4bv Maquelggrez,.P.E. . . . . . . ... . . ' ' ' ' ' • • • • NOA No.15.0129.03 . .. . . .. . . . M AMIDADECOUN " • • • • • Expiration Date: November 06,2018 Approval Date: July 302015 Y,age I . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t . • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03,with revision J, dated 07/14/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per.FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced. Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA Is No. 09-1008.05 and 07-092814) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.HETI- 05-1448 and INTI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) . .. . . . . ... . ... ... Manuel Pe z,P. . • Product Control r . . . . . .. ... . ' NOA No.15-0129.03 ' Expiration Date: November 06,2018 Approval Date: July 30,2015 .. . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. . i I t • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowuwED) 3. 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT-L-3820 and F11-3806,dated 06/09/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), prepared by Al Farooq Corporation, dated 10/23/14 and revised on 07/14/15,signed and sealed by Javad Ahmad,P.E. 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®PVH GIass Interlayer",dated 04/25/15,expiring on 12/11/16., .. ... . . . . . .. . .. . . . . ... . Manuel Perez,P.E. • ••• ••• Product Control Examiner • • ••• • NOA No.15-0129.03 •• . . . . • . . . . . .. . . .. . . • •• • Expiration Date: November 06,2018 Approval Date: July 30,2015 ... . •Ei20 ••• . • . . • • • • . • • . . .. •• .•• . .. .. ... . . ... . . t t E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest,dated October 23,2014,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01!25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No. 09--1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448&HETI--05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submilted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTI,-3820 and FT1-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NDA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Serres "1000/1050"Aluminum Single Hung Window-L.M.Y", approved on 09/19/13 and expiring on 11/06/18. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Manue Perez,P • •• • •• • Product Control Exam . . . . . •• •. . . • NOA No.15-0129.03 . . .. . . . •• ' • Expiration Date: November 06,2018 Approval Date: July 30,2015 ... . Yji3. ... . . :o:- . . . . . . . . . . . .. .. . . . .. .. ... . 0 0 000 0 0 1/8'ANN.GLASS SMJOONE �4. V �u DOW CORNING 795/983 S'MAX. 10'HAY. 4. -==,a. 90•N� $ READ/ELL HEAD/SSU. By'Kwom Amerko.Ilx: , to,MAX —O/SILL CORNER5A Z •• 1/8^ANN.GLASS � FALSE MUNIINS �� O (SURFACESILMONE APPLIED) A `. MAY BE USEG now CORMNO 785 II II ALT. GLAZING OPTION ,°pF c II a �° SQUARE GLAZING STOP CAN BE USED 9 It II • ` 'T E WITH ALL CLASS TYPES SHOWN ON o THIS SHEET. 21 AT to 'VER4THAN 38'M LRES pp ii ii io m g GLASS TYPE 'A' \ 8 It It i/8"FWAT SIMD.GLASS 1/8'HEAT STREWD.GLASS II 11 �g n�q .080` � IwrorcyG tauocRer PV8 ab •uy(IKYrarar kneAw.wm. By'Mmay Anmrk%Inc: ' • ••: ,/8^fT•fAT 51REN��TRASS 1/a'HEAT STtiEN'0.GLASS 47 DL 1 O.L.1�G.49 15/le 49 1511V U • • • •t DOW GOWNING 795 vENT WIDTH VENT WIDTH Nµa ••• • •• •• WNDOW WIDTH tS ttz $d •• 53 IN ••• is•i•• n 3zT` • see* • •••s ELEVATION TYPICAL ELEVATION qqQ ' ••• s • SEINES 1000(STD.SILL) SERIES 1000(14—RISE SILL) ••• o • O$ •••s•• ••• 1/4TH t• 21 Ar 1/4 POI ON LITES t WIDER rww�" SERIES-1000/1050 A41aflM SINGLE HUNG WIM • GLGS! E 'B' •• GLASS TYPE 'C' • • • • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER E ••• •• 0000 • • CHARTS SHOWN ON SHEET 2. 5A2"HEAT TRREWD.GLASS 5/3Y HEAT STREN'D.GLASS -g, •••• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE&WALL LQSSU BRACT. R IWroy Bu WB �.ray �� SHUTTERS ARE NOT REQUIRED. COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER By'Ku-W kr4d-.Inc: BY'Kuraray Americo.Inc.' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODUCTRHVISED, MIAMI-RADE COUNTY APPROVED MULUONS IN BETWEEN. $28r 1/r HEAT MIEN'D.GLASS 1/8"HEAT SIREND.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL. �WILL APPLY TO ENTIRE SYSTEM.SILICONE SILICONE OWt CORNgNO 795 DOW CORNNG 795 THIS PRODUCT HAS BEEN DESIGNED AHD TESTED C COMPLY WITH THE s s REQUIREMENTS OF THE FLORIDA iTUMING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(KA-1Z). `ate WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER x 4 a m LOADS TO THE STRUCTURE T ft No ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS Ec9n tcra 1A0 i g# EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALL DRESSING OR STUCCO. Fm E AK� 6 ` 0: ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL •9 AT 1/4 POINTS ON IDES AT 1/4 POINTS ON LRF.4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ., 2 WADER THAN 38' WIDER THAN=N;. N0T�1�TEp draWrMg Ito. GLASS TYPE 'D' GLASS TYPE 'E' COME CONTAERIALS CT TRH OTHER WSSIMgAR��SH MEET nm „ W03-56 ... GLAZING OPTIONS RE'QUIRENENTS OF THE FLORIDA BLDG.CODE JUL 106 261 (sheet 1 of 8 •r EQUAL LITES WINDOW UNEQUAL LITES(OR119.TYPES)WINDOWS DESIGN LOADICAPACITY-PEP(HI-RISE SDS) DESIGN LOAD CAPACITY-PEP(HI-RISE IUW.) ��� m STANDARD HEAVY DUTY STANDARD HEAVY DUTY ' TOP RAM TOP RAIL TOP RAIL TOP RAIL TYPE oLA88 TYPES GIASS TYPES Cuss TYPE MASS TYPES MASS TYPIC Z WINDOW DINS. of '8,'C',V&T V,le.IV&T WINDOW DILLS. le V,'C',-W&v 'S'.V.V&T WIDTH HWIHT Ext.(+) 1NL(-) EXI'.(+) 1NL(-) -.(+) 1NY.(-) MAOTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NI4-) EXI.(+) INT.(-) a 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70A 80.0 80.0 90.0 80.0 90.0 2t-I/2" 70.0 80.0 80.0 90.0 Bob 90A 2! 28-1/2" 70.0 a" 80.0 goo_ 80.0 90.0 3r 2s' 70.0 60.0 Boo 90A - 80A 90.0 ii � t 3Y 50-5/8- 70.0 80.0 80.0 90.0 BOA 90.0 � 42' (3) 70.0 f 80.0 SOA Sao SOA 9a0 �a 42" (5) 70.0 60.0 80.0 80.0 804 SOA .? 49' 70.0 Sao 804 Sao SOA 90.0 = _ °f ca 49' 70.0 80.0 80.0 90.0 80.0 90.0 Si 53-1/8' 70.0 BOA 80A 90.0 804 90.0 � 53-1/6' 70.0 74.0 80.0 80.0 8a0 100.0 19-1/8• 70.0 80.0 BOA 90A Sam 90.0 '� � 19-1/8' no 804 80.0 90.0 BOA ODA 1.4 26-1/2' 70.0 - SOA 80.0 90A 80.0 WA � � � 28-1/2' S8' ".a BOA SOM 80A 80.0 90.0 d W 37" 38-3/8" 70.0 ' 80A 80A 90.0 80A 9a0 ttl----•i I W 1 37" (5) 704 smo a" 90.0 80.0 90.0 3 42' (4) 70.0 80.0 80.0 90.0 804 90.0 I6----^I 42' 70A a" 80.0 90.0 80.0 00.0 Z 49' 70.0 80.0 80.0 904 80A 90.0 49` - - - - 804 90.0 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70.0 80.0 80.0 90.0 $0.0 90.0 iee{ll 19-1/8' 704 50.0 80.0 Sao 80.0 80A 26-1/r te 7oA BOA 80.0 90.0 80.0 90.0 _ 28-1/2' 70.0 60.0 80.0 90.0 80A 904 1. (6) 70.0 SO4 Bao 904 80.0 90.0 3r 50-5/8" 70.0 { 80.0 SO4 90.0 8" 90A 42" - - - - 80.0 90.0 42" (5) Tao 60.0 80.0 90.0 aa0 904 19-1/8" 88" Tao BOA a" 90.0 804 90.0 49' • 0 Bao 80.0 80.0 80.0 900 28-1/2• (B) Tao Sao BOA 90.0 800 80.0 • 53-W • ••0.0 � S•0 060.0 90.0 80A 9DO 37" - - - - 80.0 90.0 -1 " 7 0 .0 90.0 80A 904 19-1/8" 74-1/4" 70A 80.0 80A 90.0 80.0 9a0 • 28-1/2• •• •am 80.o Bao 90.0 80.0 904 26-1/2* (7) 70A 80.0 Bao 90A Sao 9a0 i • •S.7' 58"• A .0 A 90.0 80.0 804 • NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB. SO�c a2" (5) 70A '� a&*• •80.0 90.0 80.0 90.0 LUOT F.RTERIOR(+)LOADS TO 70.0 PSF FOR STD. SILL. '• •� • •0 GO A 90.0 80A 9" .� 0 v}M 53-1/8' • 7R0 a" 80.0 90.0 80.0 90.0 � Z • O.0 90.0 a" SOO • �_ 3z •801,'2' 7810 '� a0.•• •SOA Sao 80.0 T 90.0 • 3v of-: # .0 90.0 80.0 9" Id M g •• •4!a' (6) "A �, 80A 90.0 Sao 80.0 90.0 • 48- • 70.0 .0 sax 80.0 90.0 5 •• 43I.4w • •7•.0 8A•• •iO4 90.0 so o 90.0 • 19-1/8" ••• 70.0 . A 80.0 90.0 E0.0 90.0 4 4 4 gg • 26-1/2" 70.0 WOO i0A 90.0 BOA 90.0 a •• •" • .0" 80. BOA SOA 904 42' (8)0• 070.0 80.0 80A 90A Su SOA 9a0 6 gg 49' 70.0 Wm BOA BOA 80.0 9OA 53-118' - - - - 80A 90A DNA AtoopNO°•D / 19-1/8' 70.0 80A 80.0 90.0 1 80.0 90.0 26-1/2' 70.0 I�y S0.0 BOA 90.0 Soo MA SM,TOP RAIL REAVY DUTY TOP RAIL By 3r 74-1/4' 7a0 is 80.0 80.0 904 80.0 904 S-1000 S-1000 NO •• c m g�{I' '' 42' (7) 7a0 80A BOA 90.0 80A 90A - 0. 80.0 9oA S CAPACITIES ON THIS SHEET ARE 53-t/e" SAO sob D AND FLORIDA D ON ASTM COMM-09 ISSION 3 SEC. GUS) - 80.0 90.0 DECLARATORY STATEMENT WA05-DEC-219 �sr 84• - - - -- 1 804 90.0 9r.d Ma .a FIA.PE .N 7MJ92 $ 49" - - - - 80.0 90.o GAN. Q 4f •NO. IN PARENTHESIS IN TE NO. OF ANCHORS PER JAMB. LnuT EXTERIOR(+) LO TO 70.0 PSF FOR STD. SILL p � drawing ra. STD.TOP RA LL HEAVY DUTY TOP RAM. 0 2015 03-56 5-1050 S-1050 sheet 2 of$ TYPIM ANCHORS SEE ELEV.FOR SPACING 1BY SEE ELW FOR SPACW6 4u • wow SUCK e „•�' a.e •..• METAL MIAMI_ �. DARE c"uw APPROVED ° ° s STRUCTURE Ed SMULLION&EESEPARATEN ANCHORS O ' .s 'ta. .e. e.. P 4. v~• \ Ed Ed \ TYP�AI ANCHORS TYPICAL ANCHORS SEE ELEVS.FOR SPA= FOUR SPACING 'E G WOOD BUCKS AND METAL CTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMP BY GLAZING SYSTEM a AND TRANSFER THEM TO BUILDING STRUCTURE. • • 001 • TYPICAL ANCHORS: EUY.FOR SPACWG • • • • •• 0000 • • ' ow U (Fu-177 9%Fya159 KSO • •••• •• • • INTO 2BY WOOD BUCKS OOD STRUCTURES • • •••• • t • 1-1/2" MIN. PENETRATION 0 WOOD 0 THRU 1BY BUCKS INTO OR MASONRY q� 01 0000 • •• t-1/4" MIN. EMBED INTO NC. OR MASONRY PS •••• 0.0 0 0 S a e DIRECTLY INTO CONC. OR f ' • • Gf 0000 � 1-1/4* MIN. EMBED INTO NC. OR MASONRY • • `,/•0 4 a B B ,#14 SMS OR S• (GRADE 2 CRS) d a 000 a ALT. INTO MIAMI-DARE COUNTY ROMEO MULLIONS (MIN.THK. 1/8") $v 4 INTO METAL STRUCTURES Z •••• a26090•:•• 1 4 0 14 4 14 STEEL : 12 GA. MIN. (Fy KSI MIN.) Z ^ • a : • ALUMINUM : 1/8'THK. M (6063-T5 MIN.) - 0000 •••• •0Ed-- ANCHOR EDGE DI. (STEEL IN CONTACT WITH INUM TO BE PLATED OR PAINTED) l3 v .; M� .•.. _ INTO CONCRETE AND MAS = 2-1/2' MIN. ..t t INTO WOOD STRUCTURE = MIN. a �t INTO METAL STRUCTURE - 4" MIN. Igo WOW AT HEAD,SILL OR SG- 0.96 MIM. '^ CONCRETE AT HEAD.SILL OR fe-3000 PSI MIN. o � tt 6 C-90 HOLLOW/mm BLOCK Am f'm-2000 PSI MSV. c = e SEALANT: 112 , tG ALL JOINTS AND FRAME C ECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SM5504. B + `o• Wtg �p- WUPROLES• as e W2-\ 5 a C1 W1 = 1-1/2" X 3/16" OLES AT 4' FROM EACH END 2 �MODLICrREVMW WW2 - 11�-.5/16" NOTCH A H END t Etqn ds ^ AI /'w/���•�✓"5/"� FIA.P 70592 A'�` .s ..•.�:. ' •� '" b'• drawing rro. ' TYPICM aNctlats °EdSERIES-1000 L 16?.Q 5 W03-56 ^ Ed pfD VENT WOH SPRING LOADED LATCHES sheet 3 of 8 ,> X411 SM ELEV.FOR SPACNC—\ wow amx � h HII, OM • • •.•••. • • BOTIOY LATCH $MOM LATCH B BOTIOOM LATCH � mg • e Gj : •e•:o • • T. �drMn • •_ • ,s 19 Z • ••e• a0 tete, •• ' z� • 0000 W ••.• • ii ee•• _ 14 `.O h F a tl S •a ,s N G�7r 1Ip1 F c gg661AMAA.p$0) C Fade �. . b L'OdC •O RA.PE i 7•S82CAJL 41 No o a I •' ' • v I drawin 9 no. .1.."•'t'" �; I °•r o•rfiWAL . b t . SERIES— 050 W03--56 .. 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GLAZING BEAD 6083-T6 - • • •••• •• ••• • • SA ES1103 AS It= SLXIARE GIAZMG BEAD 6063-75 - • • • • • 9 ES/009 2ATw SPRING LOADED VENT LATCH 8G63-T5 AT 6'FROM ENDS •• 000 • • 9A 3G32 2/VENT SWEEP LATCH ZAMAK AT 11"FROM ENDS • • ® ® 99 p8 X V 2/LATCH LATCH INSTALLATION SCREWS - FH SMS •t ••• • •• •• •• 10 E51012 +/LATCH LATCH SPRING ST.STEEL - •••••• 11 ES10t0 AS RECD. GLAZING WEDGE SOFT PVC MMMETER 7035 SLgRE'A • ••• • • 11A 27-425 AS RECD. GLAZING O'ASKLT IPOM OUROMETER 8035 SIMRE'A • ••• • •• 12 Is X t' 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SMS • • • • •••• 13 ES1011 2/VENT SASH CAM CELLON - N • ••• • '^••••• VYIDiIt WINDOW WIDTH 1 w 14 43820-187 AS ILEOD. PILE WSTRIPPING WITH PLASTIC FIN - AMESMIRY OR EQUIV. g `*» •• ••• •••• •••••• 15 03WX190 AS . FRAME SILL WSTRIPPMO - 0-.0N §2 8� • • 16 - 2/'VEw HIM&TACKLE BALANCE SERIES 120 BY Is \ Z •••• • •• #� • • • • 17 - 2/VENT SPIRAL BALANCE -� - z� •• Poo* •••• • • 1 1s ES1013 2 SASH STOP - -• in TYPICAL ANCN•• t9 ES1905 - FLUSH FRAME ADAPTER 608.f' 'B OPTIONAL M m SEE 0".FOR SPACING ' 20 - 1 5/16•BOX SCREEN - C'Dowl. 0 21 27-372 1 2/LITE S£TTIQG BLOCL.7/16'X 3/16'X 3-1/2"LONG EM OUROMETER 7535 SHORE A 8p 1/4"MAX O �1T WIDTH 1/4"MAX yq a g SMSHIMS $ ' OI'TwNAi.1 �X tg3 1/4"MAX WO TYPICAL A14MORS 8 18 14 7 WOOD ttlXacs SHIM SM EUN.FOR SPACING e. - ® ` 71 1 f METAL 9TRHCTURE u o 8 TYPM W W ME EL3VANCi0R5 e FOR SPACING 1t MLODTICPRBVISBD Bngr:JAWED AMMO •° 1 3 $ EXTERIORa 0 vft dwFWds A FL170592 D.L.M. .n p O 03 C'A'M.'3 $ys WINDOW WIDTHPtoftd y b ERIES-1000 drawing no. ' ! SERIES-1050 Jtt 1 2915 W03-56 sheat 5 Of 8 1 i r 1 TYPICAL.ANCHORS LEMELEV.FOR SPACING TYPICAL ANCHORS O SEE ELEVS.FOR sPAciNG •• mm--DADS COUNTY APPROVEDTRUCTURE MULLION&MULLION ANCHORS �I Ed SEE SEPARATE NOA �( I P •P. � a t3 11� IS ALT. TYPICAL ANCHORS . .. SEE ELEV.FOR SPACING • .s •s• O � ��M� • a • .s:•.. � p`fr7 •: ••• •:•• •••... t/4•MAX. ALT. zz ^ ••.. • •• StaMS is •..• DD33 0 s a. OtYPIOAL ANCHORS ctrl f s ALT. SEE ELEV.FOR SPAM to A lW� yr. M CNIL AO r, D .r ° r• AoceyimlcoNo .05 CAA KA.PE fil�� • °'' D n TYPIM ANCHORS S $ SEE'ELEV.FOR SPAM B a �� drmxing no. INSTALLATION DETAILS {PITH FLUSH FRAME ADAPTE>; 4iu2m W03-56 sheet 8 of$ 4 r 2.330 1.130 1.130 �26r Hmv 2.,90 �» m X82 1.344 X62 la" 043 - .719 913 I .590 2X83 I 2.0&3 K. .81J .L- .813 � Ra1 2.392 2286 II GLAZING WEDGE V .1730 .930 /1 SOSCALE 1:1:1 �Q Q FRAME HEAD t9 FLUSH FRAME ADAPTER O STD. VENT 0�RAIL ® �.SVENT TOP RAIL RW PO -�R�� V 2.186 .813 DENSITY- , HARDNESS-70+5 80 830 TESLE STREAH �qy -905 PSIELORMMON AT .930 ,� . MR S �I.W�%ftCOMPRFSStON 2%(M t®iwF)1.az1 t 280 t.z5o 2331 242 X82 1.400 F:4� .147 2.063 .153 1�_ [ 2.063 , 3E .760 .082 A82 •• ••• • • • .582 .562 • 3 • FRAM@&NIP• O9 • VENT LATCH H.O. VENT TOP RALL H O.PENT TOP RAIL 3fi •• • • • • ® SERIES-1000 5Ef8ES-tow • •••• -'1 329 • �L-1470 I 1 1.839•• ••• • ••, .050 1.2m .,28 1.290• • •� .147 2.083 .153 �6, Q g M • s • • ••• p3 r� •• �8 • GLAZING-DEAD • 46QUARE GLAZM STOP �2 1.062 •• ••• • • •••• vii • .688 ��4� 9 .582 ,.} •••• • •• .715 .888 9B6 WM��" • • H.D.VENT TOP RAIL H.D.VENT TOP RAA_ .813 • • .857 .062 .930 SERIES-1000 STRIES-1050. 2188 .992 { .992 1.250 .062 913 I .489 1.434 O VENT SAS RAIL 1.149 '062 7.876 2113 X82 2181 1.250 1.250 9114 © VENT BOTM RAIL 2.497 2AS7 '= 1212 d d 1212 X82 MEnNG RAL MEETING RAIL O SERtES-1000 0 SERIES-1050 cel j z9oz - 1.335 �9r JAVA ,YM n a CAAL .710 PRODUCrREVOW FtC N 3SJ6 8 ) A74 .874 mm y(egwdN OroNtOtlde 1.879 f.879 D� d�o�°I^9 �• zasl 2.331 L 16 20 W03-56 aY U2 FRAME SILL(STD.) ® FRAME SELL(Ht-RISE) Control Sheet 7 of g s 12 - z o. I (Qf ti z� all! A ,� g 0000.. Pd 0000. ; 0000. � 4 . . _ 0000 00.000 • •. g ODM 1 . • . . .0 23 (] ffi •. .0. v Z 3 id • 0. 000 ..•0. •0.000 vis • 0000 • •• j Wns 0• 000 .•.• • • O . • 0000 12 ol ERME CORNERS DETAIL F CAW tan �o VENTER DETAILDETAIL 1+ROD 13VI88p Haifdl OD& Aa .V 3 drawing no. Dow .dLa 2015 W03-56 A4t sheet 8 of 8 r r ' t MIAMI-DARE rT MAKIIDADECOUNTY a 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) ww�lniamida�e�ov/Gconomv ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 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 allowod 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:Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mullions",sheets 1 through 9 of 9,dated 04/26/04,with revision O dated 07/14/14,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 othenvise 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 fqr'inspection at the sited t the request of the Building Official. This NOA revises and renews NJ 1N0 >.3i anc consists of this page 1 and evidence pages E-1 and E-2,as well as approval document ftri t e®r 4bgvc; ;•; •• The submitted documentation vathvig0d lirMdnuOl Perez,P.E. y • ••• •••• • • NOA No.14-0731.06 jW :• : ••• Expiration Date: September 16,2019 Approval Date: September 18,2014 . . ... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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,Type"D—A"f xed window,Grade 10,Level LV 1 per ASTM F 588•-04, Side—Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submtfted tinder NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyini with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with TBC 5t Edition (2014), prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA#09-0825.03) D. QUALI'T'Y ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. • . . . . . . . . . . .. . . . . ... . •--� • 0:0 .••: •: •• ••• • Ma ::•• Product Ctro74-10731.06 mPin,Eer • ' .•• :• • • NOA . • • Expiration Date: September 16,2019 Approval Date: September 18,2014 • • • • • • • • • • • ••• • ••• •• ••• •••• ••• •• • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Stn Edition (201.4), and of no financial interest,dated July 10,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,F.E. (Sabo fitted corder NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I.,approved on 05/31/12 and expiring on 09/16/14. . . .. . . . . . . . . . .. ... .. . . . .. Manuel Pe ez; . ... . • • . . • • Product ControlXaln er .. . . NOA No. 1 1.06 ..• :. ••• :• : '.' Expiration Date: September 1G,2019 Approval Date: September 18,2014 E-2 ..• . . . . ... . . . V: . . . . . .. .. 000. . .. .. ... . . ... . . oft ue----=, --- Q !{ i c IM Q 3oW 3 E , 0`1 —GLAA2IINNO PRODUCT X 4.000 YFRIVE <.Wo.... Q{i m .... Z.OW ALLOY- 6003-TO J �j • �.MULLION SYSTEId IS RATED FOR LARGE MISSILE IMPACT. �i •• •• '!AAND CAN BUSED WITH RLL mm-RADE COUNTY APPROVED • •• !_ ! SN-IMPAR:�REIIISTA�1T PRODUCTS. -.._..� • • W .J u • ••• • •••• MUWONS CONTAINING TYPICAL. GLAZING PRODUCTS 'm 'm • • REG4TE11GRM ALUIIAMU6LASE MULLIONS a • •• NOTES., USIIUQ•AAULLION•PROC ONLY HORIZONTAL OR VERTICAL I h M •• ••• ++O-�•••• SEE WINDOW OR DOOR APPR01fAt FOR FASTEtJERS SIZES AND SPACING �T , •••••• i Z Z a • THIS PROOM HAS-BEEN DESIGNED AND-TESTED TO COMPLY WITH THEm *Z _g • MIRRtCARE M OFZONE HE IONA Fl BLOANG CODE MCLUOINC HIGH VELOCITY j� y N—P1i •• • • %W NM=U$IA MULLIM ODREQUI> TS I.E. OWATER 04 2 WflL • L 04 2 ENTRY RESISTANCE,SAFEGUARDS ETC. --� WOOD BUCKS BY OTHERS.ASST BE ANCHORED PROPERLY TO TRANSFER I LOADS TO THE STRUCTURE. ANNCHQRS SHALL BE AS LISTED,SPACED AS STOW ON OETAAS,EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL COVERING(MCCO.TILE EIC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ' ARE NOT PART OF THIS APP ! ! {a LAR A LOAD DUAATON INT WM IS USED IN OEM OF ANCHORS @UTO WOW ONLY. ��{E � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/META L SCREWS,THAT COME BNTO CONTACT WON OTHER DISSIMILAR MATERIALS SHALL MEET THE RWIIIS OF THE FLORA BLDG,CODE. INSTRUCTIONS: r USE CtAR15 AND GRAPHS AS FOLLOWS. EDM s _. .... _ - ..,STEA 1 CETgRMVE DES.Mt LaaD REDUIIED PER ASE 2 �;u.'•W",tl FOR PARTICULAR OPE"m Me ROGAREMDn } USE MAW-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD STEP3 USE CONNECTION TO MULLION As PER PST � AIN.Ift Ogp@h Fic" APPROVAL. FIA PE BpRdlagoo& USING CHARTS ON SKEET 3 SELECT MULLION SIZE WITH aA.N. Acceptrnoe No p , K �; • Ep <•DESIGN RATING MORE THAN MIGN LOAD SPECI'IED pn Lata l9 f II + . IN STEP T ABOVE. ""Y' r14 {;+ USING ANCHOR TYPES ON SHEETS 5 TWRJ 9 AND ANCHOR CHARTS By .S)� EEP ON SH4.SELECT ANCHOR TYPE WITH OEM RATINGf/�,,.�•1�� 'drawing no. MORE TWIN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. .V M04-04 �atieei�oT ai�s �•1.900 r.125 --y 1.000 p .323 - �a .125 � .I I 2.000-"{ .125 I I� .128 4.OW .125 Q 13 i 4.000 3.000 .125 &OW eon 125 125 &= t977 \3 S m 1.4 5 wf\ Iz v .980 W\a Ix v 2437 a1\a Ss v .977 W\3 $x v 1.487 wW SX v .634 W\3 SX 1.018 W\3 ,STD. MULLIOB�•• STD. MULLION CUSTOM MUWON CUSTOM MUWON a .• •8083_78 .00001 IM-79• 6063-78 OM-T8 • • 000000 • •. p---2AOp•�.i Gc v 5.204 aha Ix v 8.276 M\4 Ix v 1520 u+\a i F: • •••• • • • • - t 1,[•125 Sz v 2M2 w�3 3x 2.758 01\3 SX=5A88 tK\3 y' ^� • 0 • i fA • • 00000• .p I---2.cW -{ 2 X 5 2 X 5 2 X 6 • •••• • •• •• •• I I�'1� MULLION STD. MU WON HEAW MULIO 3 •••• •••••• t••t•• 601L3-76 6083-TB Bo63-TB ;:) U 4 *000 -.125• •••• ,720 1.890---� i Wm J 0900•• • • COW 90 000 3AM• • • 9000 .125 • • • •i.••• 156TYP ij $� S • 0000 0000 •••9•• j? Z 3 °D • fag^� 0000 • 0000 .12.5 2•750 3.250 t3 yNggQv •90000 •0000• • • 2.000 7.406 e� 41�g •••• 12 v 1.467 W\4 It v 2978 94\4 Sx v.978 W\3 SX v 1.488 HJ\3 2 X 3 2 X 4 3.759 I SFD. MULLION STD, MUWON 4.500jll 8�3-TB 8063-TB NOTCH I NOTCH OPTOM 1/2- OpnOW& ! IYP. 'TM. • � .126 - 2.000 Ed v YW.UW DISI'. Ed. Ed v t3W.EOGE DW. S 8FOR 1/4"1W /2"FOR 1%M ANCHORS 'f R 5/18'04L ANCHOR,4 5/8'FM S/18'OW ANCHM Ea, MUWON CUP MULLION CLIP 'iEig 8 SDW-T aws-,rs a' zAoo FA r.,WVA9 At M MODl1CrRRV= as anvyins V"do rkdh 691. Bvwft*cO& N, �I � ® JUL Sub lhda �tq'J,lj r j� Ed v 10N.EOG£DST. r D 1/2'FOR t/4'OLA.ANCHORS r Y drawing no. 5/8'FOR 5/16-Mk AMMO" ' M04-04 I ANGLE CUP / 'L ` 6083-TS aheef DESIGN LOAD CAPACITY-PSP(RUBE MU)"ONS) ':DESIGN LOAD CAPACITY- PSP`(T77BE 3ttlLtloNS) DESIGN LOAD..CAPACTTY -PSE-(TUBE NUUJONS) 1 %3 1 X 4 1 X 3 1X4 1 X 3 t X4 /� "1• 'EtICIDOff DINS. CU813�M CUSTOM . 1pjg Dom. CUSTOM CUSTOM - bINDOH bpl3. CUSTOM CUSTOM 4Y •��si 1X3. 1-X4 EXS EY4 2XS ,EXB 2Y8 'iX3- I.X4. 2XS 2X4' EXS 2•R8 SRB tXSk27 2 X 3 2%4 2X8 2%.8 2X8 of IMDiH M 18ILL,SPAN'STD. STD.. STD. SID•. STB.- ¢TD. •HEAVY.�190TH(w) •SPAN-STD. STD. STD. .STD. STD. STD. HEAVY 1H(14 KU SPAN . STD. -STD. STD. .STD. 'HEAVY Z s 79-1/8' 130.0 150.0 150.0' t50.0 150'.0 150.0 180.0 19-1/8' 74-8 _ 140.9 it5.1 150.0 130.0 150.0 ' 150.0 19-1/8' _27.3' SS.3 9&7 /4&1 130.0 ! - 26-1/2• 153.0. ..190.0 180.0 150:0 two 150.0 t50A 28-1/2• 53A ..101.7_' ._811 148A 180.0 150.0 150.0 26-1/2• _-__ •- .sas .BBb toss 150.0 39" 150.0 150.0 150.0 150.0 1s0.0 130.0 150.0 30' 475 '89.8 73.a"' 13f3 180.0 150.0 190.0 30' -_ - J5.3 87.7 93.2 150.0 937' IS0.0 130.0 lb" 1800 150.0 180.0 150.0 37' .6 72.8 595' 106.4� 748.9 ' 150.0 160.0 37" - - 28.1 500 795 1389 4Y 1495 150.0 150.0 150.0 150.0 150.0. '.150.0 42" 33.9 842 S2.4' 939 131.2 1540 )500 4Y - 252 44.1 865 . 1_22.3 41V 38-3/8' 130.0 160.0 150b IS0.0 ts" 180A 1500• '48' 74-1/4' 29.7 58.1. 43.8 82.1 114.8 1500 1500 48" 120• -_ - - 22.0_ 385 58.2­ 107.0 50 118.3' 150.0 130.0 750.0 150.0• 780.0 750.0 54' 38.4 499 -408 72.9 102.1 135.2 150.0 54' - - - 3¢3 54.8 95.1 -- G 80" 104.7 15&0 j 150.0 INA 150.0. 150.0 150.0 60" 23A 449 36.7 651 1 819 121.7 •150.0 60' - - r - 309 469 _85.8 Qog I 88" 992 150.0 1489...150.0 150m. 750.0 15Om 88' 21.8 409 . 33.4 511.7 835 •110.8 150.0 88' - -• -:-• 260 42.3 77,8 _...-.._... V a400 72• 87.3 140.1 1345 150.0 150.0 1SGG 150.0 n" - 37.4 3&8 .54.7 785 101.4 150.0 72" - - - 2&7 389 713 19-1/8" 150.0 150.0__ 150.0 180.0 150A 13MG 150.0_ 19-11W 515 1101 795 ISOM 15&0 180.0 I50m 19-1/8' 285 204 419 72.7. 115.8 _IWA Ij 26-1/2" •1382 150.0 150.0 150.0 150.0 15MO 150.0 28-1/2" 372 7&4 57.4 118.1_ 150.0 150.0 1SGA 26-1/2" - 205_ - 30.0 525 83.4 150.0JO• 1203 15&0 150A 150A 150.0 180.0 150. 30' •32.6 702 5&7 1029 1435 150.0 1500 3" - - - 265 483 73.7 135.4 . -•_ `-- -- __ eeeiii 888 •37", 1500 150.0 150M 159.0 130.0 150.0 37' 26.6 589' 41.1 832 118.4 150.0 150.0 3Y - - - 215 37.8 88.7 .109.8 • _ _ • 0 0 20 • " 13&0 132.• 450.0 1500 ls0.0 156.0 42• 23.4 •50.1 36.2 733 1025 1359 150.0 42' - - - - 33.1 526 9&7 �--- • 48j SO-5/8• .{209 SOA 150.0 iSOA 150.0' 48' 8d" 20.5 439 31.7 84.1 89.7 1189 150.0 48" 132• - - - - _ 290 48.1 84.8 _ ...- ._..._- f• 4 1073 103.1.' 150.0 150.0 150.0 150.0 54' - 39.0' .,282 57.0 79.7 105.8 � 150.0 54' - - - 25.7 409 75.2 • H114 • __.. .. .;._... ----.. _..._ _-.•-_.. .._._ .._ _..- to 1 y I 80.Z 98b 412_ 150.0 159.0 150.0 . �•. - 35.1 25._3 51.3 71.8 95.1 450.0 Bp" _- - 23.2 38.6 87.7 t Z 54:7• 879 019.• 02&4 150.0 •150.0 Isom 8¢" - 31.9 23.0 4&6 85.2• 8&4 150.0 68" _ - - _ 21.1 335 615_• -0 • 1 805 17.7 15&0 150.0 1SOA �2 21:1 42.7 589 792 145.8 72" � - - - - 3&7 58,.4• 143,0 ISom IWO isho 150.0 150.0 150.0 18-1/8' 345 74A S3.3 IO8,1 150.0 .150.0 150.0 19-1/8' - 211 IF .0 89.0 1V150.0 % 8, SOA 15&0 150.0; 150.0• 26-1/2' 241 514. ''.3&4 780 124.4 130.0 ISOM 26-1/2" - - .4 64.3 118.0 81.79 1471 041.• 156.0 ISO.O 180.0_ ISOA .1• 220 472 34.0 881__ 109.9 145.6 150.0 JO' - " .7 58.8 1043' :G1 • 3• •• 119.3 ���• ..50.0 IS&O 150.0 150.0 37• - 382 275 .551 89.1 11&0 150A 37" - ,g.. 480 84.5 <•M 655 105.1 101.0 150.0 15MO 150.0 150.0 42' - 33.7 243 482 783 104.0 150.0 42' - . 5 405 74.5i480 Sr 573 920J45 150.0 180.0 150.0 48" 9s• � 295 212 43.1 6&7 910 1500 Or 144" - - .3 355 65.2 � _Z 4sR9) 819 �7•.• ei 195 150.0 150.0 130m S4' - •26.2 - J53 B1A �.9 14&8 54• - - 3)5 571 �' 73.8 i&- 107.6 150.0 180.0 130A 60' - 239 - 34.4 54.9 72.8 133.7 80" - - 2&4 32.1 ;88' 41.7 88.9 893 •979 138.8 15MO 15&0 88' 21.4 - 313_ 491 88.2 121.6 88' - 25.8 47.4 V)N 613 58.9 19.6 1254 150.0- 150.0 72' - 2&7 459 SM? 1115 72• -- 23.8 43.4 Ldt19-1/8' • 02111 150.0 150.0 150.0. 156.0 150.0 150.0 19-1/8" 242 511 37.4 751 132.7 150.0 150.0 - - - _�.__.- _ INSCRIBED 28-t/2' 8&0 14t2 135.7 190.0 150.0 /900 190.0 26-1/2' 375 21.0_ 54_.5_ 859 1J0.2 150.0 �tANgOLjOgp N- 39' 77.7 124.8 1191 150.0 180.0 150.0 150.0_ 30' - 33.1_ 23.9 4&4 840_ 115.0 150.0 t�t 1 37" 63.0 101.2 91.2- 1471 139.0 150.0 159.0 37' = 28.8 = 38.2 •�.6 93.3 170.0- ClAZO,(C F ii 4z• 555 89.1 85.8 t303 130.0 150.0 180.0 4z• - Z3.7 - 349 80.4 _822 150.0 ' PRDD= �`: • ( IX " fie48' &Y 485 78m T41 114.0 130m 150.0 130.0 46' 108• 2&7 J0.2, 82.9 711� 132.1 �WLLbN o:r S4' 432 W3 665 1013 141.8. 150.0 ISOm S4' '- - - 261 470 631 117.4 Z 80' 38.8 824 58.9 912 1279 15MG i50m eo• - _ _- - ...242 42.3__5575 _ 105.7 CLAM (AAZ=PROMXT TE 88' 353 58.7 545 821 116.0 150.0 130.0 88' - - 220 365 __523_ 9&_I 3� -• 1 $ 7Y 32.4 52.0 481 76A 108 3 1409 150 0 72" - - - 20 2 353 47 9_ 8&1PROD= PST ALL LOADS ARE EXT.(+)/INT.(-). W1 W2 IAA.LWtq SPAN �� C;o o u•r n MULLIONS RATEDAN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ^•� (INTERPOLATION BETWEEN WIDTHS ALLOWED) E"4" cAba PPRODUC TYPICAL MULLION ARRANGEMENTS ; aA.PE j 70118 DuDdvO o de V . WIDTH (W) a Ytt +W2 CAN.3 Q �i 11'� ANCHORS TYPE D AND E' APPLICABLE TO 2 �g I $.��1L; 4", 5" AND 8" TUBE MULLIONS. JUL/2 1 1 ANCHORS TYPE `A', 'B'. 'C'. 'F' AND 'G' APPLICABLE --� f IDadoProA1oc11boltot droning•ao1 Tp ALL TUBE MULLIONS. ! .MULLIONS y ; M04-04 j at3-of 9 -DESIGN IAM CAFAq Y-P,SF 8F,¢1GN IAAD CAPACITY -P8F DEIGN LOAD CAPACITY-PSF �u r 17R4QOB DiMS. ANCHORS TYPS ANCBOBS TYPE. ANCHORS TYPE 1� �i WIDTH• WaL.WoN, A B.• ' C D E., F. -G WIDTH(W)IMULL SPAN A . B C. D .2 ,G' WIN.QIt)MULL SPAN A. B, _c -D E F G 19=1/8" 15&0 150.0 150.0 150.0• �150.0 •130.0 150.0 t9-1/8' 101.0 ISOA'. _139.5 130.0 180.0 8 750.0 18-1/8` .823 72&0_ 88.3 150.0 150.0 74.8 1492 O � 741.0 150.0 I50A '150.0 150., 150.0 150.0 28-1/2' 72.9 145:8 100.7 150.6 150.0 A. 150.0 26-1/2' 45.1 902 623 1243' 156.0 53.8 107.7 30• 124.6 150.0 150.0 130.0 150.0 14&7 7SOA 30" •64.4 128.8 89.0 150.' 150.0 .9 150.0 30" 399 7&7 SSA 710.0 137.6 47.6 9&1 P 3Y 101.0 150.0 139.8 150.0.- 180.0 .120.8• 130.0 3Y 52.2 104.4_•72.1. 144.1 1580 .3 724,8 37' 32.7 84.8_ 44.8 M2 111:8 �.8 77.1 42" 7I9A 150.0 1229 150.0 15(1.0 1082 1�A 42" -4&0 92.0 833. 127.0 18UA .9 1099 - 43' - 283 - 589 '395 76.8 98.3. 344 87.9 • 48" 3$-3/8• T79 .150.0_ '1079 150.0 is" 9" ' is" 48`' 74-1/4" 402 _809'_ 589 111.1 139.0_ 9&Y 48` ice• 24.9 _499 34.4 '-889 864 29.7 _89.4 a •54` 892 13&4 95.8 •150A 150.0 82.6 750.0 54• [32*2 _ 713 4&4 989 1233 85.4 34" r2�1 44.3 30.6 81.1 7&4_ R4 529 p BO• 82.3 124.8 8&1 750.0. 130.0 74.3 14&7 80' 64.4 44.5 689 111:2 a_...709 80' 399 275 55.0• Me 239 47.8.86• 113.3 78.2: 150.0 150.0 67.6 1382 or 583 40.4 80.8 101.1 699 66' 38.2 z&o 50.0 623 21.6 432 72"- Sig 1039 71.7 143.3 150.0 624 1239 7Y 53.7 37.1 74.1 82.7 844 72• 332 22.9 459 87.3 - 39.8' ha 19-1/8' 14&1 ,MOM• .1504 150.0 150.0 �750.0 150.0 .18-1/8 18&0 .123.3 MO. 15&0 8 130.0 •19-t/8• 58.8_ 113.0 78.5 _1_80.0 1'SOA 679 135.6 0.0 6 ~ . - 150.0 26-//2" 414 _8Z.0 569 1132 /41.8 489 91089 150.0 747.7 150.0 •150.0 1279 150.0 28-1/2'- � 126.9 89A� 180.0 150.0 30" 94.4 150.0 1309 1504 18.00 1127 1SD.0 �" 1139 789 150.0 159.0 I�9 135930' 382 724 50.0 700.0 123.7 432 8633Y • 150.0. 105A INA 150.0 '81.4ISOA 37• 92.3- 639 127.4 1504 1 110.2 37" 29.4 ' 88.7 40.8 81.1 101.4 3&1 70.1 4Y • 873•' ]344 932 159.0 150.0 8D3 48G.0 4Y 81.3 58.2 1122-'140.4 974 4Y 25:9 81.7 3&7 71.4 . 89.4 30.9 '619118.0• 8 SOA 150.0 70.4 1409 68' 71.1 '49.1 98.2 1229 849 48" 13Y' 22b 45.3 . 31.3' 623 782 2T.0 54454'• 52.5• 104A- 4'23 •449 150.0 62A 128.2 84" 83,2 417 8_7.3 109.2. .. .7 .753 54" � 20.1 .402 279 55.6 893 24.0 48.0 t • •• '• • ._ ...94.4 85.2' 30.4 130.0 S&4 112.7 80' Z83 589 39.3 '7&8 98J I' 879 60• 382 23.0 SOA 825 21.8 432 S 86" 42_8•,. ._MR 5183 •183 148.3 51.2 102.5 66' 259 51.7,•.. •JS.7 71.4 88.4- 9_ 819 88" - ' 379 227 '45.5 589 - 39.3 2 •72• 39.5 7&7 ..,F 089 .1359 47.0 83.9 •• 72" 217 47.4 328 a" ei.9 5&6 72• 30.2 209 41a 82.7 - 384- !o' • N/�" .• • 410.3 150.0• 4181.0 060A 150A 150.0 180.0_ 19-1/8• 78.1 180.(1• 107.9 180.0 isoA 150.0 19-1/8^ 521 104.2 719 1439 INA 62.2 124.3_ '-J•1 ,(�` •• _���...7804 �^. - SOA .1SOA 111.4, 150.0 26-1/2" 584'11129 779 150.0 150.0 - .3 1349 28-1/2` 37.8 752• 819 1039 1299 44A 89.7 • •3D` ,• 824 150.0 1139 150.0 •_1$0.0 8&4 130.0 30• _ 49.8 999 889• 1373 130.0 4 1189 50' 39.2 6&4 4&8• 81.7 174.7 38.8 79.3 W J a. • •• •_ 1317 .. 504 Isom 79.8 180.0 37` 40.4 _809 35.8" 111.5_13 93 9&4 37' 269 5_39 37.2 74.3 934-• �321 84.3- M �7 til�•1 • 424 •• •5&99 1179 41"0 150.0' 150.0 70.3'- 140.5 42" 35.8•.. 71.1 49.1 882 1228 849 42" .23.7 •47 i 32.8 653 819 28.3 S&6 •.• _.__-___. •48'• 58' 813 1034 422 _150.0 813 123.0- 46" 08" 31.1 62.3 434 8_59 1075 2 743 48" 144" 209 413 _2&7 87.3 71.7 249• 49.5 ; ^M 34• 45.8 91.6 60.3' 12&4 150.0 S4.7 109.3 84•• 27.7 58.3 382 ,7&4 959 664 Be - 38.9 253 80:8 83.7 224 ".0 ! z 6Y • • f .824 _ 139 142.3- 492-..9&4 p' _ 149...'499 34.4 88.8 88.0 7 S&4 60' •• 33.2• 22.9 459 87.3 Z .. • 88' •• f73 749 St.i 103.4 _129.4 44.7 8&4 88" 22.6 45.3 313__ 623 782 A S4A BB' _- 302 20_9 .41.7 52.1 _ 384 1 • 88.7 .4 949 7189 N4. 824 72' 20$ 413 2&7 57.3 77.7 9 495 M" - 27.7 -+ J62 479 - 334 �. a 19-1/g' • 1190 150.0 790.0 150.0_ 150.0 1421 ISOA 19-1/8` -69.4 INA 85.9 150:6. 150.0 150.0 ANCHOR TYPES HORIZONTAL UULL 7 28-1/2' • 9 150.0 118.7 150A 150.0 1025 150.0 28-1/2• 50.1 %0112692 138.4 150.0 119.8 A.e.G 0.F. 1 30" 75.9 MA 1049 130.0 150.0 8&6__MO 30` 44.3_ 61.2 •1222_ 156.0 105.7 AT A 7YPM MSI9E i0RE1.YANtRRAR SHAPE 37' 613 123.1 854 /50.0 150.0 714 14&9 37' 359 _499 99.1 124.0 8&7 F&0 AT JAH89 ONLY�1` 8 42` 54.2 10&4 749 149.7 1504 -64.7 129.4 42• 319417~ 67.3 109.2 .7" 753 \ •.CIA201G IG : q8` 83' _4_7.4 949 653 131.0 1504 56.8. 173.2 48" tog` 27.7 _ 382 7&4- 95.8 8&0 \Y 84" 421 - 84.3 l�.2 if&4 145.8 50.3 10W8 54" 24.8344 679 849• .4 S&7 •- t �VERTICAL Io�gY" 379 759' 52.4 1049 131.0 45.3 80.8 60' 22.130.6 81.1 7&4 4 1 52.8 ' oar 343_ MA 47.7 95.2 119.1 41.2 82.3 88" 20.7 402 Z79 5&8 893 A 4&0 G;fAMO CLAM �d I OEfAp�/i 72• 31.8 632 417 87.3 1092 37.7.....783 72• - ".369 253 509 617 0 444 PROIX7Cf PST & !$� $� . - 01A28Ni O[AZOGG ALL LOADS ARE EXT.(+)/INT.(-)• PROM Ci PROO= ANCHORANY CONDITION SHOWN HEREIN MAY COYER WI _ANCM 11M muL1mN spm LOCATIONS AT HEAD, SILL OR JAMB ENDS. A.&G:,0.E. r FOR-ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPI MULLION ARRANGEMENTS AT PROD=RRVLXD !aft (INTERPOLATION BETWEEN YAMS OR SPANS ALLOWED) ^_ ava m' s�"�i°16 C I "0TH ' Wi t W2 ! C.AFM�IL SSSB �111 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 ' 4";5" AND 6" TUBE MULLIONS. -� 014 Br drawing� f ANCHORS TYPE `A', 'B', 'C', 'F' AND 'GAPPLICABLE r_- _- j A• �' M inno. TO ALL TUBE MULLIONS. LAN C H 0 R S I ' 1/4"OTA.•ULTRAS 1/4•MA.UL 1/4-M ULTRACONS '1/4.OUL UL BACONS g Ed, 2 PER CLP(t ON DCH Yl") 1 PER AN 4 PER CLIP(2 ON EACN WMIG) 2 PER ANGLE ed z t/� a' g 0 01 _�v�'Zv�j� t q� i C l • 11. 11 _�•It 1 ••'� 8 I jl Ij i Il 11 • jt`jj FIAMTGtti cLm It f I jljj FLOATMIG CLAP 1BY Ir-.1 SNUG FR MSE WILL {1 I 2 X 2 X.t/a• 1 BY• Ir l SNUG FIT OEM Wlt t 1 z•x 2 x 1/S O s WOOD BUCK 11 11 1I I ALUM aNt;tE t . MOOD BUCK 11 it �! 1 At.A ANQ.(;• 8 eb 611 --------- b J gt4 SNS 1 !. ------------- J g14 sms u 1 O.C.Mal. 1 i I 1 1 1 1-3/a' i i I 1 2 PER ANGLE 2 PER ANGLE • to • • • to • • • • • • •••• • • •1/a•plA,•U{-TpgCM 1/4•Wf.{A. 1/a•oW.ULTRACONS 1 a o10.1ATW�ODIS !Z 2 PER 4Lw�! ON EACH WHIG • Ed .••i••• ) i PER Atm 4 PER MU+(z ON EACH YANG) /• z PER ANf2E .O • ••• �m • • • 1 !� • • w • •• • •••i •• ••• Il - I 2 uZ 3 1 11 11 It •••t • �lj_,jl f1AATMtG 1j j FLOATMKi CUP 11 t O`. • lr-.1 SNUG FR MtlStOE IAULL 1 1 2 X 2 X i/g' \2. Ir-.1 SNUG FR MSQE MULL I I I 2 X 2%1/gN 1 GLE . . WOOD B1K2C I 1 17 1 AUpA ANCdI: (�&n .::Joe •••• • Il 1l 1 1 ALUM AN i - -----/ STRUCTURE V J �16 SNS jL ti J gi4 SMS u u UI ------------- 1 •••• 1 1 1 t-3/a•O.C,MPL 1 1 1 i i 1-3/a•.o.C.m 1 1 ) ANILE12 PER,ANGI.E l ANCHORS •TYPE '8' ° t � . o ml I ^!'• t/a•Dbi ULTRACONS By•ELco' MAY BE If1DI OR FIAT HEM a o•Wv n Ed=11Mt.f]>GE OIST. MMI.EILBEOMENT �--� 1 --------- 1 2-1/2• ' F-411JWADEVISW ra.*W' c�1� ' Ij! S. 3 ---..�t�...._.....t.» 2BY•W000 BIl m OR WIIoo STRUCTURE S.G.=om ILMI. mea Badwg CO* ANCH I. T1 f'e a 3000 PSI MM. . JUL Q l'?014 I ALL CLIPS TO FIT SNUC BITO TUBE MILLIONS. .L tl:� BY CUPS OR fXXOVECTEO 0ltCTIY To MASONRY TO PROTECTED ,r- drawing na. ANCHO TYPE 'A' iVAMMM AUCNA AMT COATINM As BrruMMlous PAW OR 1 `�', i M04-04 �J 1/4••DIA:ULTRACONS f - t/4••M UURACONS 1/4"INA-ULTRAccNS •r/4•DA.ULTRAOC?d'` .Ed. 2.PER CUP(a ON i ) t PER AN :.4•PER CLW(2 ON EACH riING) 2-PER ANOLE I . TYP Ir SK*FR INSIDE MULL• 11 t 1 ALUMLi 2 X 1 i I I ti 1 2 X 1 }� -------- e,4 sMs L� LI L1 LI p' i3 - ; I 1-3/a`O.G.CAN. i j 11`.'-.._..------__" 1 1 t FLOATWO QW { . 2 PER A1= 1 I I 1 I• 1 .SMUG FR INSIDE AR1U. I 1 o aD t 1 1 i i I 1 1 1 1 1 1 1 I 1 I { I 1 t 1 I �• 1 I I 1 I 1 1 1 I R A SMS I 1 LL Oj .4 PER ANGLE 1 1 y LA A U) OIt v a^ i i U� i ••••----; L; • •••• + 1 1 !$►atO nrn • • •••• T ••••: 1 1 i i 1/21(2)O i i !g �C4 ap •• I I 5 so • ••• •'•'• •••• • LOCATION OF SCREWS CONNECM40 • • ANGLES To TUBES •••••• • • CLIP(1 ON EADi YANG) • • • • •••• •: ••• sees ••i••• ANCHORS TYPE 'D' ° ••�• a1 • •• APPLICABLE FOR 44. 5" AND 6" TUBE MULLIONS t t a I j 1/4•DIA.ULTRACONS BY-a.CO' e t Ul TRACRTS•MAY BE HEX OR FLAT HEAD �----------J .SUIRTRATE Ed.a AGN.EDGE DIST. MIN.EMBEOMENT I II i coXCRETE 2-1/2• ,-1/2• Env EW SAH u ' Brewaa o I !i.� ' - — - CONCRETE re•=s000 t51 MIN FLaOwe i� � �•Xzm4 ALTERNATE {-................-_.. dr°•ing-no. ANWOR LOCATION . AU.CUPS alp ANGLES TO FIT SNUG IMMU O TUBE LLIONS. j C2n OR ANGLER CONNECTED-MCR.Y TO MASONRY TO R PROTECTED. • • I WMI AU1 J-MWW CTE SUCH AS WUNWOUS PAINT OR i'j '. M04-04 ANCHO TYPEit r 5/1B•dk ULTRACM 51I8'DIA.ULTMtANS Ed :4 PER CGP(2 ON EACH WING) 2 PER ANGLE { > Z $� It 14'. w2ai/8- � ------------I i INSIDE MULL �t 1 I I I <PER'ANGLE 3 � t S • • 0000• ' ' Q �+ i ia�• • • • •• •• ••• • • • I 1/2(2)0000 i i i� pnM • • • • • ..15 Z •• ••• • • • • $• Z • • • • I • 000000 ,7j yN �% •• •00 • •• •• •• ORO • ••• • •• •••••• LOCATION OF SCREINS CONNECTM • • ANGLES TO TUBES • 0000 Jill C 0000•• • • t y•• •0A IR •• ••• 0000 000000 ANCHORS TYPE 'E' c � 0 •••0 :AI•M ABLE FOR 4", 5- AND 6- TUBE MULLIONS � I •• ••• 0000 • • ! • • 0000 o 5/T5'UTA IATRRACM BY'ELCw UUR OM MAY BE M OR FIAT HFAO SIXIM TE Edo MIN:EDGE W. MIN.EMBEDMENPRCd1=RBYLRW � I•- c ONMTE 1-s/s'. T Ems" •AHMAD B I S•I CONCRETE=I'a n�PSI MRL At eN0* '$ I" I I• PE X014 Date y �' /, BY ALL CLOS ANO ANGLES TO FII SNUG-INTO TUBE MULLIONS. M drmving no. 3 CUPS OR ANQa CMNECTEO aREC�TLY TO CONCXIETE TO BE PROTECTED M ; WITH"4U-RESISTANT ODATINGS,SCOI AS WWMWOUS PAINT OR O4-O4' - i .WATER-WFBfE METHZ1fIATE LACQUER. _ isfreet 7 Of.9 1/4.Oa.ULTRACCNS Ed. 2 PER CLIP(I ON EACH WANG) e 1 PER'ANtX.E - ' •1/4.OIA ULTRACM 1/4"DIA..ULTRACONS { • Fa,, 2 1/4"uw. 4 PER CUP(2 ON EACH WA�XS) 2 PER ANGLE t' r Z t 1 -111OATWO CLIP SNUG FR INSIDE HULL II I 2 X 2 X 1/8" ���t FLOAANG CUP SNUO�. u� 11 ! $ n ,I 1, 11 I ALUM ANKLE 1 t �� '' bbb • ------- �1 -- J ®14 sus U L� M 11 11 X14 S11S I U ALUM •- p 1-3/4•O.C.MIN. I 1 ------------- O I I I I i i t-3/4'O.C.AOI4. I I 2 PER ANGLE I 1 ; i t I 2 PER NETR.E y Z n i7O7 O 7 t • • • w goo* • • 2F3 • La • • ANCHOR LOCAnON �-- • ••• • •••• • • • • • •••• •• ••• •••• ••i•ALHORS TYPE 'F' • .g• • ANCHORS TYPE 'G' • • • • • AJ JAMBS ONLY AT JAMBS ONLY , •• ••• •••• • • ems ' 0 0. • t/a'as ULTRACONS BY'axco' .� 6 ULTRAC NiS Ma-ITE HEX OR ETAT HEAD �! u WNMYE 1 Ed.R uw-.EDGE NST. 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