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REV-16-1029 Miami Shores Village � building Department �-��' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 0' APR 18 2016: Tel:(305)795-2204 Fax:(305)756-8972 i ili�`Y INSPECTION LINE PHONE NUMBER:(305)762-4949f ` FBC 20y BUILDING Master Permit No. 16' -4lS PERMIT APPLICATION Sub Permit No. 4;�5 ' e6— BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: }®® A✓ ®� \ 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 Titlpholder): -.el\r\ o ,. s , Phone#: S0-5- "�2S Address:Lnc-Q�—X9 F- s <,A\r ul city: �C�- 3`,\ &V"nlASX State: Zip: 1'I (9,, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � ��\� �►J -� `ti=C. \� Phone#: 5�—��-- �� Address: � � City: � cern State: �� Zip: :10\: Qualifier Name: �V� �C `c Phone#: State Certification or Registration#: fin{ _ S��T� L Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New "�'j Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ i Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$_I'20 - Bond$ TOTAL FEE NOW DUE$ 9(7J 9 00 (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 whose property-is subjectto attachment Also,a-certified copy of the-recorded notice of commencement-must be pvstearat the fab site 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 ap�oved a a reinspection fee will be charged. 0 r Signature Signature IL OWNER or AGENT CONTRACTOR The foreg g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I_day of &"e;/ 2016 by 19 day of ?!&A2; / 2016 by -k � (�Q, who is personaliv known to A.0 i S �i J r.J;047 dq,who is personally known to me or who has produced as me or who has pro as identificatioce #` identification and r Q�(rmagm, MEM CIM EE839705 NOTARY PU y P aye MY COMMISSION�#EE831705 EXPIRES:SEP 03,2016 EXPIRES:SEP 03,2016 NOTARY PUBLIC: y .yam 0ontled through 1st State Insurance Bonded throur,E�1<q Stale Insurance Sign: Sign:_ Print: Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI•DADE MIANII-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) vnvw.miamidade.gov/economv ES Windows,LLC 10.653 N.E.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 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"1500"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by At- 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 dgte �y.the Awmi:-Dade.... ;• County Product Control Section. 7 9 • :09* . •• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 :09 9 0900•0 •••• 0000.. 0 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name:a r;;go, Ba;r#VtWiila, • • Colombia, America Latina, series, and following statement: "Miami-Dade CdaM Proddet Control '•:". Approved",unless otherwise noted herein. . . 000 .. . .. RENEWAL of this NOA shall be considered after a renewal application has been f�gdj0 pd thero has been0000 no change in the applicable building code negatively affecting the performance of thin prMuct. 0 9 •••• • 07.90. TERMINATION of this NOA will occur after the expiration date or if there has b$en a ravisioft or change in the materials,use,and/or manufacture of the product or process..Misuse of this N"A tis an eaaoi`sement 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 Oficial. This NOA revises NOA No. 13-0617,26 and consists of this page 1 and evidence pages E-1,E-2 and E-3, � as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. • NOA No..14-0923.08 MlAhlt pAbE COUN Y Expiration Date: November 06,2018 Approval Date: February 12,2015 Pagel 21y `� a ' ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted larder NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Seties---1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31103, with revision "F" dated 08/22/14, 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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 08-0417.06) 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 FBG,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 ."". 5)Cyclic Wind Pressure Loading per FBC,TAA 343- 94 ;;; along with marked—up drawings and installation diagram .qt Al aluraWn fixed...:. window,prepared by Fenestration Testing Laboratory,Inc.,Test ieportNo. • :•0 0 0 FTL--5054,dated 10/03/06, signed and sealed by Edmundo L espada,rx.:. ' ((Submitted under NOA No. 06-0308.05) 0000 0 00 0 ..... .. . ..... 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-9j:•.:. ..00.00' ...... 2)Uniform Static Air Pressure Test,Loading pw.FW TAS 292-94 • 3)Water Resistance Test,per FBC,TAS M44 * : :. •""' 4)Large Missile Impact Test per FBC,TAS 201-944 •••• 5)Cyclic Wind Pressure Loading per FBC,TA90201 94 •;; along with marked—tip drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14--0923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010,and with FBC 5th Edition(2014),prepared by Al Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by 3avad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE y 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest,dated 08/14/14,signed and sealed by J'avad Ahmad, P. E. 2. Statement letter of conformance to, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,I":R'. . 0 0000 0000.. (Submitted partially under previous NOA No. 12-0223.41) •• •••• •• 3. Distributor Agreement, dated 10/20/10, signed by Carla C=6o..TorreMoand by-...:. Andres Chamorro. 0000.. _ 0000.. (Submitted partially under previous NOA No. 12-0223.41) ."". :0 0 0:0 • ' 0000 0000. 4. Laboratory compliance letter for Test Report No. FTL--6236, issued by 'g,e�hatio , 000 • 0000.. Testing Laboratory,Inc.,dated 06/15/10,signed and sealed by 1atgGA.Cafiso,B'E. ...... (Submitted under previous NOA No.12-0223.41) ....•• •• 5. Proposal No. 09-1583 issued by Product Control, dated 11/23k9,signed ty.Wwe D"0 0 Gascon,P.E. 0 0 . . . 000. 00 0 0000 0 0 (Submitted under previous NDA No. 08-0417.06) 00.0 ' 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted un der previous NOA No.08-0417.06) 7. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.06-0308.05) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0923. Expiration Date: November 06,2018 Approval Date: February 12,2015 E-2 3 1/8"ANN.GLASS SILICONE .090'INHRLAYER DOW CORNING 795/983 DOW SILICONE 795/963 BUTACITE PVB BY'DUPONT' m m 1/8'ANN.GLASS Z F \ \ 0y Z' SILICONE '^ m B I tl IIYY DOW CORNING 795 t t I a z ADHESIVE 11 tl U 6 FOAM TAPE a ¢ OPTLO 9 � 5 � 5 Gi eal LL 5/16" LAM. GLASS 7/16" Wt. GLASS g�a ALT GLAZING OPTIONS 5 SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPE 'A' GLASS TYPES SHOWN ON THIS SHEET. ' o 0 3/1[6'ANN.GLASS 3/18'ANN.GLASS v .0.90'INTERLAYER .090'INTERLAYER SENTRYGLAS BY'OUPOM' DUTACiTE PVB BY'QUPONT' 3/16'ANN.GLASS 3/16'ANN.(LASS , SILICONEDOW C < DOW CORNING 795 O JJ DOW CORNING 795 J 07 m � z ADHESIVE ADHESIVECID FOAM TAPE51 I FOAM TAPE Q m t7 OPTIO It OP00 t It OO h Ir�j 3 L tl it ; i t i 3 z o �C � 5 5 O GLASS TYPE 'B' GLASS TYPE 'Bl' 8 3/16'HEAT MWD.GLASS 3/16'HEAT S1REWD.GLASS 5/32'HEAT STREN'0.GLASS cg 0110'LTERLAYER 090'IMERLAYER & .OW BY'DUPONT' LATA PVB By'DUPONT' BUTAGTE PV8 BY'OUPONT' PAODULTRBYISIM mlw10t6sMa11d0 3/18'HEAT STRm'D.GLASS 3/16"HEAT STREWD.GLASS 1/4'HEAT STREWD.GLASS0,6 _ AeaePlmx4lNo Z 3.08 vo-19� SILICONE skjOwo• • • • • • _ Zd�DOW CORAAI�MT 795 SN�NEIT F • DOW CORNING68S• • • • • DOW CORNING 795ADHESIVE ? • A611961Y84•• • •z •• •• ilmiR HESIVE 1 n FOAM TME s I FOAt•TAi_ • • • • • E io ! t •• ••• •• • • • t 11 r� g3 OPTLO ! It OPRO 4 F.Sr.JAVAD i •` 3 Ii itt V I CIVILn t t I t FLA.PE/7 i. h I� it ti ly II I! I V 11 CAN.$6$t p • • • • • • • • • • 5 ILLGGJ71 5 •• • • • • • • � • •• • • •• • drawing TIo. • S W03-57 GLASS TYPE 'C' GLASS TYPE 'C1' GLASS TYPE 'C2' 2014 sheat Q of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y DESIGN LOAD CAPACITY-PSF DESIGN LDAD CAPACITY- PBF ANCHOR TYPES'A'&'C ANCHOR TYPES'B'&'C ANCHOR TYPES'A'&'C' "MOB TYPES'B'&'C' /�� GLASS TYPE CLASS TYPES GLASS TYPES GLASS TYPE CLASS TYPES GLASS TYPES G1dSB TYPE CL6S8 TYPES GTA88 TYPI'S G416S TYPB OL169 TYPES GLA63 TYP]L4 'v WINDOW ASLiS. 'A' '8'&'B1' 'C,'Cl.&'C2' 'A' 'R'&'HL' V.'Cl'&'C2' WINDOW DIMS. 'A' 'B'&'81' 'C.'CI'&'CLP 'A' 'B'&'B1' V.'Ci'&'C2' Z 3 WIDTH HEIGHT EXL(+) iNL(-) EXL(+) 1M.(-) EM.(+) iM.(-) EXT.(+) 1M.(-) IXYj+) 1M.(-) EXT.(+) IM.(-) WIM }NIGM EXT(+) 1M.(-) IXL(+) 1M.(-) EXr.(+) 1M.(-) EXL(+) IM.(-) IXi.(+) IM.(-) EM.(+) INT" kk 18" 70M 704 70.0 90A 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 16' 70.0 70.0 70.0 $0.0 70.0 804 70.0 70.0 70.0 90A 70.0 80.0 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 24' 108" - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70M 80.0 30' 57.8 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 30' - - - - 57.8 57.6 - - - - 704 50.0 A V 36" 38' 48.0 484 484 48.0 48.0 484 70.0 704 70.0 90.0 70.0 80.0 36' _ _ _ _ 484 48.0 _ _ _ - 70A 80.0 YY. 42' 48A 48.0 4114 411.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 56.2 56.2 70.0 90.0 70.0 80.0 58.2 58 2 70.0 90.0 70A SOX 48' 48A 484 48.0 480 48.0 48.0 70.0 70.0 704 SOA 70.0 BOA 24' 120, - - 70A 72.0 70A 72.0 - - 70A 110.0 70A 89.0 8 1a. 54' 484 48.4 48.0 411.0 48.0 48.0 70.0 70.0 70.0 BOA 70A BOA JO' - - - - 57.6 57.6 - - - - 704 MO a SO" 48.0. 454 480 48.0 48.0 48.0 67.3 67.3 70.0 BOA 70.0- BOA 38' - - - - 48.0 48A - - - - 70.0 80.0 c IB" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 60.0 70.0 80.0 DESIGN LOAD CAPACITY-PSP °app S 24' 70.6 70.6 70.6 72.6 70A 724 704 70.0 70.0 90.0 70M 80.0 ANCHOR TYLES'A'&'C' ANCHOR TYPES'8'&'Cc' �. 30" 57.8 57.8 37.6 57.6 87.8 579 70.0 70.0 70.0 BOA 704 804 GLASS lYPH GLASS TYPES GLASS TYPES GLASS TYPE MASS TYPES CLASS TYPES 38' 48.0 411.0 48A 48.0 48A 48.0 70.0 70.9 70.0 90A 70A BOA ttgg 48" LYIND01f WIS. 'A' 'lY&'BI' 'C,'Cl'&'C2' 'A' '8'&'RI' V.'Cl'&'C2' 42' 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 YBDTH HEmw OCT.(+) 1M.(-) EXT.(+) 1M.(-) EXT.(+) 1M.(-) EXT.(+) 1M.(-) EXr.(+) 1M.(-) W.(+) 1M.(-) a 48' - - 311.0 36.0 36.0 36.0 - - 704 90A 70A eD.O I9-1/8' 70.0 70.0 70.0 BOA 70.0 804 70.0 70.0 70.0 90.0 70.0 804 O 54' - - 311.0 J84 36.0 36A - - 70.0 BOA 70.0 60.0 26_1/2' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 704 704 GOA 70.0 80.0 .-. 60' - - 36.0 36.0 38.0 36.0 - - 70.0 80.0 704 80.0 f 3Y 28' 66.5 668 66.5 668 66.5 6" 70.0 704 70.0 BOA 70.0 80.0 18' 70A 70A 70.0 90A 70.0 B0.0 70A 70.0 70A 90A 70A BOA 48' 668 888 888 BBS 88S 868 70.0 70A 70.0 90A 70.0 SO4 24' 70.0 704 70.0 72A 70.6 72A 70.0 70A 70A 90A 70A 110.0 53-1/8• 66.5 BBS 66S 66.5 66.5 888 70.0 70A 70.0 90.0 70.0 80.0 30' 578 57.8 S79 57.6 57.6 57.8 70.0 70.0 704 90.0 70.0 80.0 18-1/8" 70.0 70.0 704 904 70.0 SOA 70.0 70A 70.0 90.0 70.0 BOA " 38' 411.0 48A 4&0 46.0 48.0 48.0 67.3 67.3 70.0 BOA 70A 80.0 } 80" 28-1/2' BA2 652 65.2 65.2 85.2 65.2 70.0 70.0 70.0 90.0 70.0 BOA 42" - - 41.1 41.1 41.1 41.1 - - 70.0 BOA 70A 80.0 3r J8-3/8' 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 GOA 70.0 BOA ,Uj m xa 48' - - 384 36.0 36.0 38.0 - - 70.0 904 70.0 50.0 ...1 4 48" 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 S S$ - - - - 32.0 32.0 - - - - 622 71.1 53_1/8• 45.0 45.0 45A 45.0 45.0 45M 6&7 B&7 70A 9&0 70.0 �.0 i >1O rmr 60' - - - - 284 289 - - - - 56.0 64A 19-1/8" 70.0 70.0 70.0 00.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 110.0 N F 18' 70A 70A 704 90.0 70A BOA 70A 70.0 70.0 90.0 70A 80.0 28_1/2• 85.2 SS2 652 65.2 652 85.2 70.0 70.0 70.0 GOA 70.0 80A a 1`M 24' 704 70.0 70.0 72.0 70.0 72A 70.0 70.0 70.0 90.0 70.0 00.0 o C a 3r SO-5/8' 4&7 46.7 4&7 46.7 4&7 46.7 S&1 88.1 70.0 90.0 70A 80A 9 Z�m 30" 57.8 57.8 58.8 57.8 57.6 579 642 642 70.0 80.0 76.0 80.0 48• - - 36A 36.0 38.0 36.0 - - 70.0 90.0 70.0 110.0 j 38' M, - - 411.0 48.0 4&0 48.0 - - 70A 90A 70A BOA 53-1/0• _ - 34.1 34.1 34.1 34.1 - - 68.4 85.3 66.4 754 Vl N 42' - - - - 41.1 41.1 - - - - 70A 80.0 18-1/8" 70.0 70.0 70.0 ODA 704 80.0 70.0 70.0 70.0 110.0 70.0 BOA � W�� 48' - - - - 36.0 36A - - - - 70.0 60.0 28_1/2' 65,2 65.2 652 652 652 852 70.0 70.0 70.0 90.0 70.0 BOA 0 32.0 320 - - - - 622 71.1 3r 58' 4&7 4&7 4&7 46.7 46.7 4&7 68.1 88.1 70M 90.0 704 BOA SO" - - - - 289 28.6 - - - - 511.0 54A �• - - 311.0 3&0 36A 311.0 - - 70.0 90.0 70A 80.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 GOA 70A 50.0 5348" _ _ _ 6. 328 324 - _ _ _ 832 72.3 24" 70A 7- 70.6 72A 70A 724 70.0 704 70.0 904 704 80.0 18_1/8• 70.0 70.0 70.0 90.0 70.0 BOA 70.0 704 70.0 90.0 70.0 80.0- 84' - - 57.8 579 57.8 57.8 - - 70A 90.0 70.0 110.0 84' 26-1/2- 852 BS2 8S2 BS2 852 BS2 70A 70A 70.0 80.0 70A 80.0 / ga� 4&0 a&o - - - - 704 Boo 3r or - - 4&7 4&7 45.7 46.7 - - 70.0 SMO 70.0 80.0 ' 42' - - - - 41.1 41.1 - - - - 70A 80.0 48' _ _ - - 36.0 36.0 - - - - 70.0 110.0 48' _ _ _ - 36.0 3&0 - - - - 70.0 80.0 53-1/B' - - - - 328 32.5 _ _ _ _ 832 M3 �P 111' 70.0 70.0 70.0 90.0 704 80.0 70.0 70.0 70.0 80.0 704 80.0 18_1/8• 70.0 70.0 70.0 90A 70A 110.0 704 70.0 70A 90.0 70.0 SOA 24' rO 704 70.0 M.0 70.0 72A 70.0 70A 70A 110.0 70.0 �.0 26-1/2" S&2 652 652 652 652 0&2 70.0 70.0 70.0 80.0 70.0 SOA 30' - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80A BO' 3r 74-i/4' - - 48.7 4&7 48.7 48.7 - - 70.0 90A 70.0 BOA 38' - - - 48.0 48.0 - - •-• •-• 4Pp,0 8p.0• • •�. _ _ _ - 311.0 JBA - - - 70A 80.0 m g42' - - - 41.1 41.1 - - - - • •• • 33-1/8' - - - - 328 32.5 - - - - 832 72348' - - - 38.0 36A - - - •-• 10.00 4b0.0• • • W IS' 70.0 70.0 T0.0 90.0 70.0 110.0 70A 70. 0. A • •�-^+ L 24' - - 70.0 7" 70.0 72.0 - - 70.0 SO.0 70.0 BOA E^0.AWVAD AH11A9 30" BB" - - 57.6 57.6 57.8 57.8 - - 70A 90.0 70A a" CMI. t - - 4&0 48.0 - - - - 70.0 110.0 RA.tri70582 0D1LCl'14BVL3ID � I ! 42' - - - - 41.1 41.1 - _ • •A O • •�^ ; �� LwkhdlaPLeILd9 $ �' NOTE: • •• • • •• • • drawing no. GLASS CAPACITIES ON THIS SHEET ARE a 4NM EP 2014 W03-57 WMM AND LENGTH DIMENSIONS CAN BE DRUM Le,N adaLYo6s«comml BASED ON ASTM E1300-09 (3 SEC. GUSTS). YEROCALLY OR HORIZONTALLY AS SHOWN ABOVE. sheet 3 of 7 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B'MAX. 12'MAIL. ^� FROMENDS A HEAD/SILL (SUWACE APPS) n — MAY BE USED 0 icy a C 11 II N U II 11 W� LL I II 1 11 ii C�v 1 1 u �$ �1 u W� ,1 II WINDOW WINDOW WIDTH i 4-=1r------ u z as s/e• �a � �j a�„ WINDOW WIDTH 117NOON YA07FiD� m 3S n M WINDOW WIDTH Z 3L3 3'-z m I I I I TYPICAL ELEVATION N C,4 R � '% I I I LX W N k I i "1 3 1 I # I i o L- -J SERIES-1500 ALUMINUM FIXED IVINDOIY APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 WINDOW WWDITH W�µr pI07H �WINDOW WIDTH COMBINATIONS OF FDCEO/FIXED OR FDM WITH OTHER � � I `'�t MIAMI-RADE COUNTY APPR'D WINDOW§ USING MIAMI-RADE COUNTY c R I nni�v APPROVED MULLIONS IN BETWEEN. Ell fle a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALWILL APPLY TO ENTIRE SYSTEM.DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS AO00 ° ZG�gg L J SHOWN ON SHEET 3.00 00 - • ThM IYRO•UC•%B�111DEZED AND TESTED TO COMPLY WITH THE • RrLQU[FJKWNT*01•THb F1.111" A BUILDING CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RATED FOR im o m o e W WINDOW WIDTH WINDOW MOTH WINDOW WIDTH •• •I ZA•NEI(HVR•21f.: •• SHUTTERS ARE NOT.REQUIRED. LARGE&SMALL MISSILE IMPACT. c 1 I ••'N000 TUCKS BY OTHERSO ANCHORED PROPERLY TO TRANSFER Loaos TO THE STRUCTURE. Ems:<vAo.uaao � q o 'S �I ii I SS ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS A Si 4 I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 0 N OR STUCCO. M 70592 • • ••• �H�NO� S,&DDIINPG�OV?WT SHOWN IN THESE NAILS ARE m • APLOAO•ORT'URATI'IdN IN&EASE 1f Uf0�f DESIGN OF ANCHORS INTO WOOD ONLY. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR 0 09 Cf�BE p droving no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTM�E AS •• COME INNTTOCONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SE Q 2014 W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA SLOG.CODE. sheat�of '7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 006 0 0 • ••• 6 • TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, FOR SPACE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM tar AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD III= Z # Ed "a g TYPICAL ANCHORS: SEE ELEv.FoR svAcma $ . a .. d •a.'.a H.:.v '< o 4— F TUTYPE AEd 30 - X16DIA ULTRACON BY'ELGO'(Fue177 K�.Fy=155 KSI} 9INTO 2BY WOOD BUCKS OR WOOD STRUCTURES1-1/2" MIN. PENETRATION INTO WOODTHRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRYDIRECTLY INTO CONC. OR MASONRY 0SEE 1-1/4" MIN. EMBED INTO GONG. OR MASONRY 0 4m8OPTIONAL QuiTYPICAL ANC HORSANCHORS 3/16" - OR SELF DRI N ¢C`RFWC (GRADE 5 CRS) QSEE SIG EV.NG INTO METAL STRUCTURES IL FORSTEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.)MWdI-OADE COUNT,APPROVED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MULLION&MULLIONRS SEE SEPARATE NON TYPE 'B'— 1/4" DIA..ULTRACON BY 'FI CO' (Fu-177 KSI.Fy—i55 Ed INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o g 1-1/2" MIN. PENETRATION INTO WOOD z d r a� R THRU 10Y BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY s 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ¢ u' _ O TYPHCAT 014 SMS OR SELF DRILLING SCREWS (WAN 2 CRS) g pt, � INTO METAL STRUCTURESELEV o� z ^ STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8"THK MIN. (6063-T5 MIN.) �{ Vl N— (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) yj C 10 TYPE 'C'- f10 SMS OR SELF DRILLING cCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN.THK. = 1/8") Ed a ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY= 1-3/8" MIN. < INTO WOOD STRUCTURE = 1%MIN. `o INTO METAL STRUCTURE = 1/2" MIN. TMPD AKMRS WOOD AT HEAD. SILT.OR JAMBS SO- 0.55 MN.SEE ELEV. � 5 FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS ire-3000 PSI MN. C-90 HOLLOW/RUED BLOCK AT JAMBS Pm - 2000 PSI MN. 3 •• ••• • • • •• c m$ S! 2 s • • • • • • SEALANT: •a O ii II 1 • • • C • • Om a� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH B 4 •• • i�• •• WHITE/ALUM COLOR SILICONE. Engr.JAtAO AtHLlAO� � R o FUL PE f__I71M u •• • Pa DUCTRBVI39D •fid g� *:•p••. •A a I `.• •. :"• ,j: .. • • •maomplYln$wdhlhcFfoilda - � ° .� � aTPICAL ANCHORS °•P i ., • • ••• • •Balldf580ttdo .'e..•-.•s'.. ' •$ , a SEE EIEV. !.�.'.�• ..• b,. L'. . _s • • • • •A.aoeptenoo No t'3�//.pp�75 O ° FOR SPACING '• ••• •v • P:• ••• ... �:10 drawing no. Ed _ 2Ql4 W03-57 " Ed [. i'mduuCoawl S sheat 401 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTU-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03,all signed and sealed by Joseph C. Chan,P.E. (Subinitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500," Aluminum Fixed Window — L.M.I., approved on 09/19/13 and expiring on 11/06/18. 6699 • 6666 6666.0 • 6666 •. . 6666.. .... 9000.9 . • 666604 6 6666.. • 6666 • • 0 .6090. 00.06 6666 • 4,69600 6.0.0 • 60 . 666600 6666.. • 6. . .099.. • 6666.. . • .9.9.9 •.0000 9000 0 0 . . Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Date:- November 06,2018 Approval Date: February 12,2015 E-3 III= PARD# QUANIM DESMUPMN MATERIAL NANP./SDPP178D/1tmam �V 1 ES5001 4 WHOM FRAME 6083-T6 - u1 2 ES10D8 OPTIONAL GLAZING STOP 6083-TB - e� 24 ES1103 4/WDWN GLAZING STOP(8/18'GLASS) 6063-TS - 28 ES1017 4/WOW. GLAZING STOP(7/16'GLASS) 6063-TS - O y Z 3 E55OD2 4 FRAME COVER(GN'nONAL) 6083-TS - 4 /8 X 1' AS REQD. ASSEMBLY SCREWS CRS PH SMS IQL 4A /8 X 1/2AS READ. ASSEUILY SCREWS --_._ CRS FH SMS r,S i Pi S 27-SM 2/UTE SETTING BLOCK,7/16'X 3/18'X 3-1/2-LONG EMU DIIROMETER 7535 SHORE A y51 8 FS10f0 OPBONAL GLAZING GEODE SOFT PVC DUROMETER 70 SHORE'A' O °' 8.1 ES40f3 OPIIGXNAL GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' TYPICAL ANCHORS IT 27-425 4/WOW. GLAZING GASKET EPOM DURCUETER 60 SHORE SEE El".FOR SPACING 7 ES150S - FLUSH FRAME ADAPTER - 6063-TS OPOONAL g Q Q 0 a °°o 1/STMa 1/4-SHIMS SEE E" FFOOR�SPAAC�G IL z�� 4 f� 1 O 1BY Ile wx. el WOOD BUCKS SHIM 0 3 •O � SIRUUCTIIRE W 1CS- --=_ _ - - - __ - - -- C � •4W X V� a TYPICAL ANCHORS a �. SEE ELEV. FOR SPACING to a 1100 2 EXTERI 3 .•.e t' � OnM� D.L.CPG. N Z z WINDOW WI 12 v1N� O (RAMI-DAVE COUNTY APPR,O MULLION SEE SEPARATE NOq TYPICAL ANCHORS SEE ELEV.FOR SPACING 1r C I • • W � s •• • • • • • Lia �.o • •• • • • ••• •• WINDOW WIDTH WINDOW WITH Cra FTA.PE/70882 n C ' s ' PRODUCTI03VI5BD mm ME 0:6 0 0 _or ••• •• W03-57 sheet gof 7 • • • ••• • • •:• : • • • • • •• • • ••• • • s i .621 I SEE ELEVS CAL SPACCING SEE EL.ANCHORS t' SEE ELEV.FOR SPACING V .700 .329 t•060 082 Y • • - NEPAL MIAMI—DARE COUNTY APPROVED MULLION&MULLION ANCHORS Z .500 0 .0� •.e>•Ed >.. I Ed STRUCTURE SEE SEPARATE NOW Ed 08 L-1.134 d 8 4�-1.13a I +% .s 7 N Q FRAME DARE GLAZING STOP ® ` I p.zo7 ALT, a a r—p.,a2T_�I8 4 . I TYPICAL AN ACING .805 .082 ` SEE ELEV.FOR SPACING Z . g .632 M7 Q W O 2 GLAZING STOP (OPTIONAL) ? ARE GLAZING STOP 733 O g 4 Z .577 �532 1/4•Max.. ALT. 8 SHM sa3 �aaO42s8�.+2i50me CaL ANCHOR$ McoT aq !BANE COVER (OPTIONAL) 224�f ° Cfl EI.EV.FOR SPAtIIG O6 B.f GLAZING WEDGE (OPTIONAL) SCALE t:, `o A82 1�4 770 '300 2.208 •• •• •• • • • • • °i O FLUSH FRAME ADAPTER © * •• • • • • t o t' ALT. • i i �i ••• INSTAi.t=ATION DET Tr WITH FLUSH FRAME ADAPTS W 4 • Engr:AAVAD N-OAM .>° .•. PROD M P T�as82 0 a.ta2 Ed '.f • °'g•s •BS CO yrglfOwFbTtdn •9.. • �> • .,25 `•, .. . . •j+ :: . • cards �z3.cog ALUM CORNER LOCK ••• • MCALANCHORS •00 • 20 dr no. O (6063-T8) SEE ELEV.FOR SPACING Miami Dade Pro"colfw SEP 1 19' WO 57 she of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • 2 X 2 X3/f8' / ALUM ANGLE 3/8'X 1/4' 11*4% n 4 M som W/1(2)SLONG CREM %(4)SCR£WS W / AT EACH LEG AT EACH MR Q ; 1 i ° a i RECT. OR SQUARE WINDOWS v Z z yjamn a' 33a rMi z�� ENT ALUM4SNM 1 3 o ALUM CORNER LOCK % ( SBA Lj" V 4A Af AW ® O ® � 0 00 o• "~' • •• • • • • •• TYPICAL CORNER DETAIIS • • • • • • • • • •• • • • •• •• Ener.JAYAD AHYAD CML C PRODUcrRWfiM FLA.PE g 70592 6 • • ••• �r�mewneda. • 0 ; 23.03 Y • • • ••• i• • F 8 20b drawing no. CIRCULAR OR ANGULAR WINDOWS ••• �• • auamY epr uaComrot ' W03-57 ahaet 7 of 7 f 1 J MIAMI-DA®E MIAMI—DADE COUNTY myrn 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) ,Y„w.miamidade.tov/economy. ES Windows,LLC 3550 NW 49"'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 11100011050"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)"3 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., bearing the Miami-Dade County Vroanct Cor trq••• Revision stamp with the Notice of Acceptance number and expiration date�y 4hq Miami M40 County.• Product Control Section. ' ...... .... ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• •• ;•�.. LABELING: Each unit shall bear a permanent label with the manus c lager's anaxr•or 1o40,..-- BARR.ANQUILLA, COLOMBIA S.A., series, and following statement: "M""0 ••Dade 9Nn-ty Pro&rit••• Control Approved",unless otherwise noted herein. •• •• •' ' RENEWAL of this NOA shall be considered after a renewal application has leen*i d anal the{e has b;g4.:,, no change in the applicable building code negatively affecting the performance of thi$producr 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a rejishp pr change••• in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as avendorsement 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. 13.0617.27 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.IS•0124.03 M1AM1pADECaUN Expiration Date: November 06,2018 t Approval Date: July 30,2015 •7 jQ�J t�� Page 1 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's No. 09-1008.05 and 07-0928.14) o f* • 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202.94••• ••••• 0000:0 2)Uniform Static Air Pressure Test,Loadingper•FBC TAT202-94 •• 3) Water Resistance Test,per FBC,TAS 2N.-..H. .... ...... • 4)Large Missile Impact Test per FBC,TAS.2Alr94 . •••• 5) Cyclic Wind Pressure Loading per FB C,T 203-94•••• ••:•'. 6) Forced Entry Test, per ASTM F 588-DV*07 and-&NBC 2; 1:)a;• 3.2.1,TAS 202-94 .• along with marked-up drawings and installation diagram off'ari dumin r4.4jigle htM:• window, prepared by Hurricane Engineering &Testing, InC.,Tdst Repbrts No.HSTI+.: 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectiveiyi;;jh signed • and sealed by Ivonne Ghia,P.E. (Submitter)under NOA No. 05-0720.01) Mansel Pe z,P. . Product Control r NO.A,No.15-0129.03 Expiration Date: November 06,2018 Approval Rate: July 30,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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. FTL-3820 and FTL-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 5th 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 Respurces(REAt ... 0 9 6 6 6 0 .. 9 9689 • E. MATERIAL CERTIFICATIONS 000:00 ••.9 960606 1. Notice of Acceptance No. 14-0916.11 issued to Karar" inericaw In;. for 1heir•: "SentryGlas® (Clear and White) Glass Interlayers", d�t�d.e6/25Z6y,'@ltpiring0on0 07/04/18. •••••• •• ••:••' 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amellen,Inc,'fbf their "Bataeite©PVB Glass Interlayer",dated 04/25/15,expir*ngo*rlop 12111/16. ..... 66.9. 6 . 0000.. .. 0000 Manuel Perez,P.E. Product Control Examiner NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-2 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tb 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. FTI,5815 and FTI-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 Is 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. (Submitted 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 NOA 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.I.", approved on 09/19/13 and Sees expiring on 11/06/18. . . .... ...... sees . • •0•0•o •••• 000000 • 0000•0 • • • oo••oo 0000 • • • • •oo• • 0000• 00000• •• • oo•o• •• •• •• • 00000• • •••oo• • • • • • • •0000• o•o•o• s • • Vo•o• Manuel Perez,P Product Control Exam NOA No.15.0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 1/8"ANN.GLASS SILICONE V DOW CORNING 795/883 6'MAX. 10"MAX. 090"Interklyer kuraray Sen ry6l= € 10"MAX. 6"MAX. CORNERS A FIEAD/S1U. By'Kuroroy America,Inc.' IA WrAD/SILL HEAD/SILL Z 1/8"ANN.GLASS 'n (SURFALSE FACE MUNn OS) A CORNERS O MAY BE USED � � SILICONE ooty ON caRNINc 795 m D � u u m a D ii ii q w j ------1 =u------ co a Bl m a ALT. GLAZING OPTION o SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON rc THIS SHEET. ztk Q r� o • 21 AT 1/4 POINTTHAN S UTES m li ii p o W E ` GLASS TYPE 'A' 1/8"HEAT SIREN-D.GLASS 1/8"HEAT STREN'D.GLASS 090'Interiogor 080'Intertoyer , kuraroy SantryCias kmmoy ButacRe PVB By'Kuraray Americc,Inc.' By Kuroroy Americo,Inc.' m m 1/8'HEAT STREN'0.CLASS 1/8•HEAT STRIND. GLASS 47 1/8` E 47 1/8" � 1 OL OPO. 'a 8 O.L.OPO. u 8SIU cow CNE SILICONE 49 15/18' 49 15/t8` J ORNING 785 DOW CORNING 795 VENT N7DTH VENT WIDTH S� Vj�q g s 53 t/8" 53 1/8" g Q(nN7'n 1 WINDOW WIDTH WINDOW WIDTH dd 3 M z 3z� n^ TYPICAL ELEVATION TYPI A ELEVATION SERIES 1000(STD.SILL) SERIES 1000(HI—RISE SILL) vi O AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES , Zt WIDER THAN 36" 21 WIDER THAN 36' SERIES-1000/1050 UMINUM SINGLE HUNG WINDOW GLASS TYPE 'B' GLASS TYPE 'C' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 5/32'HEAT SIREN'D.GLASS 5/32`HEAT STREN'0.GLASS c $ THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. o q APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHATTERS ARE NOT REQUIRED. y 2 .090'Interlayer 090'lnteriaym c 3 kumroy Butactto PVB kmoroy SontryOIos COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER By'Kuroroy Americo,Inc.' By'Kuroroy Amertco,Inc. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODE=RIMSM) m g t !• ••• • t+� rE�OU�TY A,FOVED MULLIONS IN BETWEEN. as comPSgingla6h aide 1/8"HEAT STREN'0.GLASS 1/e'HEAT D.GLASS• • �SIGPI HRESiURE FROM WINDOWS OR MULLION APPROVAL AliIceNo • • WALL OPP*Y 70•�N7%SYSTEM. Intl Dao E Iv^s_1A-CrIS • •• • J SNCONE SD.K:ONE • •� • S Pir(IISUCCH4 BFPO{DESIGNED AND TESTED TO COMPLY WITH THE By DOW CORNING 795 r DOW CORNAC 781 As OF THE FLORIDA WILDING CODE INCLUDING HIGH VFLOCDY M Aoduct A s HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER +�+� a I I j ' • ••• q-OADSV•THE STWCTURE.• Engr.JAVAD AHMAD T Q I • • • • 0 SHALL SPACED AS SHOWN ON DETAILS.ANCHORS CN% i t I • • • • BEO �.T 8 MCL BE BEYOND WALL DRESSING OR STUCCO. FIA.PE p 70492 $ • • • ^'•"' Q ll CAN.3438 • •• •11RCHOfinVG OR LOAA$l C�t1FD�'IONS NOT SHOWN IN THESE DETAILS ARE 3 o • • DT PAARRlT OF THIS AAPPPPROVAL '6 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. 21 21 drawing no. WIDER THAN 36' WIDER THAN 36" MATERIALS INCLUDING BUT N0T LIMITEO TO STEEL/METAL SCREWS,THAT GLASS TYPE 'D' GLASS TYPE 'E' ••• • • COME•INT%"NTAAT WTM40 HER DISSIMILAR MATERIALS SHALL METS THE - l q W03-56 GLAZING OPTIONS • • • RBOUIVEMEl f OF•THE FLORIDA*SLOG. CODE. -JUL 006 •• • • • sheat T of$ • •• •• • • • •• •• ••• 0 • • 000 • • - E1 EQUAL LITES WINDOWS UNEQUAL LIM(ORIEL TYPES)WINDOWS DESIGN LOAD'CAPACITY -PSF{HI-RISE SILL) DESIGN LOAD CAPACITY -PSF(HI-RISE SDI,) �� rTy�I STANDARD HEAVY DUTY STANDARD HEAVY DUTY j1 C TOP RAIL TOP RAIL TOP RAR. TOP RAIL GASB TYPE OLm TYPES CLM TYPES CLASS TYPE CLASS TYPLS CUSS TYPES Z WINDOW DIMS. 4A' 'B','C',b'&'E' 'e','C'.'D'&T WINDOW DIMS. '8 'B','C',b'&'Lf 'S%'e,b'&'E' � WIDTH HErW EXT.(+)}p INT.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT4-) 44 a 19-1/8' 70.0 ;F 80.0 80.0 90.0 80.0 90.0 - t9-1/8" 70.0 80.0 80.0 90.0 80.0 90A �i IL o 28-1/2' 70.0 i� 80.0 80.0 90.0 80.0 90.0 i 26-1/2' 70.0 a0.0 BOA 90.0 80.0 90.0 37" 26' 70.0 ,,° 80.0 80.0 90.0 80.0 90.0 �% F- �� 37• so-s/a' 70.o ep.p ao.o eo.o apo 9p.o �o 42' (3) 70.0 (•` 60.0 80.0 90,0 80.0 90.0 x = mom} 42' (s) 70.0 Bo.O 80.0 90.0 80.0 90.0 o U n 49' _-70.0 80.0 80.0 90.0 80.0 90.0 '� 49 70.0 80.0 80.0 90.0 80.0 90.0 53-1/B" 70.0 80.0 80.0 90.0 BOA 90.0 53-t/8' 70.0 74.0 80.0 90.0 80.0 %•0.0 ct 18-1/8- 70.0 1 80.0 60.0 90.0 80.0 90.0 '� 19-1/e' 70.0 80.0 80.0 90.0 80.0 90.0 0 26-1/2- 70.0 8D.0 80.0 90.0 80.0 90D 28-1/2- 58' 70.0 80.0 80.0 90.0 80.0 90.0 3r 38-3/8" 70.0 r' 80.0 80.0 90.0 80.0 90.0 �� W I w I 37' (5) 70.0 80.o SO.o so.0 SO.o 90.0 42' (4) 70.0 t 80.0 80.0 90.0 80.0 90.0 k`-----"1 42" 70.0 80.0 80.0 90.0 80.0 80.0 49" 70.0 f.: 80.0 80.0 90.0 80.0 90.0 49" - - - - 80.0 90.0 Q 73 L{ 53-1/8' 70.0 -1 80.0 80.0 90.0 80.0 90A 19-1/8' 70.0 80.0 80.0 90.0 80A 90.0 IU AAA P 19-1/8• 7o.o F so.o 80.0 90.0 BOA 90.0 26-1/2' 70.0 80.0 80.0 90.0 60.0 9o.0 20-1/2° 70.0 �" 80.0 60.0 90.0 BOA 90.0 3T 80.0 50.0 90.0 60.0 90.0 37" 30-5/0- 70.0 .;� 80.0 80.0 90.0 80.0 90.0 42' - - - - 80.0 90.0 �+ 42" (5) _70.0 ( 80.0 60.0 90.0 80.0 90.0 19-i/8' 68' 70.0 60.0 80.0 90.0 80.0 90.0 r 49' 70.0 Wl 80.0 80.0 90.0 80.0 90.0 26-1/2" (6) 79.0 80.0 80.0 90.0 80.0 90.0 53-1/8" 70.0 l 80.0 50.0 90.0 80.0 90.0 37- - - - - 80.0 90.0 , 19-1/8' 70.0 F19.1 89.0 60.0 90.0 80.0 90.0 19-1/8' 74-1/4• 70.0 80.0 80A 90.0 80.0 90.0 V 28-1/2' 70.0 80.0 80.0 90.0 89.0 90.0 26-1/2- (7) 70.0 80.0 80.0 Sao 80.0 90.0 173 4 37' 5B' 70.0 80.0 80.0 90.0 80.0 90.0 • No. IN PARENTHESIS INDICATE 140. OF ANCHORS PER JAMB. 1 _ 42" (5) 70.0(°6 80.0 80.0 90.0 80.0 90.0 LIMIT EXTERYOR(+)LOADS TO 70.0 PSF FOR STD. SILL. 49' 70.0 '` BOA 80.0 90.0 80.0 90.0 0 M 53-1/8' 70.0("l 80.0 80.0 90.0 S0.0 90.0 Q\ Z 18-1/8' 70.0 , 80.0 60.0 90.0 80.0 90.0 7g 3 Z Q 26-1/2" 70.0 80.0 00.0 9a0 80.0 90.0 N 37" 83" 70.0„( 80.0 80.0 90.0 BOA 90.0 42" (8) 70.0(;� 80.0 80.0 90.0 80.0 90.0 lil M 49" 70.0("� 80.0 80.0 90.0 80.0 90.0 5 O 53-1/8' 70.0 F,. 80.0 80.0 90.0 80.0 80.0 19-1/8' 70.0 Ic. 80.0 80.0 90.0 80.0 90.0 ¢ 4 4 26-1/2' 70.0(4) 80.0 80.0 90.0 80.0 90.0 37" 68' 70.0 3 80.0 80.0 90.0 80.0 90.0 $ 42' (6) 70.0('.� 80.0 60.0 90A 80.0 90.0 PRODUCT wby odds y ° gg 49' 70.0 80.0 1 80.0 90.0 130.0 90.0 oulldw9ca& Ne��'o / 53-1/8- - "' - - - 60A 90.0 DNe.+. 4� 01 5 C3 19-1/8' 70.0 P. 80.0 80.0 90.0 SC.0 90A 25-1/2" 70.0 80.0 80.0 90.0 80.0 sw ••: • • • • • ••• HEAVY nUTY TOP RAIL � �e . Oct 37' 74-1/4' 70.01') 80.0 80.0 90.0 60A 9� • S_ • • • S-1000 -b •• • • ••• • NO � 42' (7) 7oA k=! 80.0 50.0 90.0 80.0 so.0 • • • • • • • • GLA S CAPACITIES ON THIS SHEET ARE g° N s 49' - �T. - - - W.0 9*0 •••4 • • • • •• 4A 4A _ S 53-1/8• _ _ _ gpp 90.0 58 � AND FLORIDBASED ON A B BUILDING COMM SSION OUSTS) 19-1/6 - ' - - - eo.o 90A DECLARATORY STATEMENT OCA05-DEC-219 80.0 X0.0 •e • • IT'I_[}_T�! •o c 3rCML (7; 80.0 •�1D : •• t • t•1 • FIA PE 70592 0 42' - W1 - - - 00.0 CAN.3538 9 }i 49' 00.0 • • • • a p o $ b * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LoAlih TO 70.0 PSF FOR STD. SML aO q drHEAVY DUTYTOPRAZ, 2015 W03-56 "� i i •�Qa i i i s-1o5o sheet 2 of g ;y c- TYPICAL ANCHORS 1 U SEE ELEV.FOR SPACING TYPICAL ANCHORS Iffy SEE ELEV.FOR SPACING WOOD BUCK SIRUCTVRE \T= Mm—DAE COUNTY APPROVED A MULLION & MULLION ANCHORS Ed SEE SEPARATE NOEd METAL Ed �ea° B I"J TYPICAL ACHR TKAANCHORS „ d jZd SEE ELEVS.FOR SPACING FOR SPACING Q <D it VV WOOD BUCKS AND METAL CTURE NOT 8Y E.S. WINDOWS MUST SUSTAIN LOADS IMP BY GLAZING SYSTEM LLe AND TRANSFER THEM TO BUILDING STRUCTURE. Q b I 10 TYPICAL ANCHORS: M.FOR SPACING O 4 i ' (Fu-177 KSI.Fym155 KSI) _ 0 INTO 28Y WOOD BUCKS 0 OOD STRUCTURES i t 1-1/2" MIN. PENETRATION 0 WOOD 3 THRU 1 B BUCKS INTO C OR MASONRY z vS '� 0 1-1/4" MIN. EMBED INTO NC. OR MASONRY s e s B B DIRECTLY INTO CONC. OR ONRY c V b '. I R�I 1-1/4" MIN. EMBED INTO NC. OR MASONRY W 4 + Bi B 1 (GRADE a cRs) 3 ALT. , INTO MIAMI-DADE COUNTY ROVED MULLIONS (MIN. THK. = 1/8") $� O gg 4 INTO METAL STRUCTURES Z Z a I t4 } t4 4 t4 STEEL f2 GA. MIN. (Fy 6 KSI MIN.) �z 0 ALUMINUM : 1/8'THK. MI (6063-T5 MIN.) i cin'= (Y. j (STEEL IN CONTACT WITH MINUM TO BE PLATED OR PAINTED) 8S to N d 4j {sl I t ' _ ri iFSEd ANCHOR ED tINTO CONCRETE AND MAS = 2-1/2" MIN. 4A INTO WOOD STRUCTURE = MIN. d INTO METAL STRUCTURE = 4" MIN. o ' W000 AT HEAD,SIU.OR SG = 0.96 MIN. CONCRETE AT HEAD,SR.L OR PC a 3000 PSI MIN. a R + tt a C-90 HOLLOW/FILLED BLOCK JAMBS I'm - 2000 PSI MIN. C g u n B •• 000 . •• SEALANT m ALL JOINTS AND FRAME C ECTIONS SEALED WITH • • •�• • •} SCHNEE MOREHEAD SEAM R SM5504. a t0 • • •• • e • • • mA+K -° Wi 1 14 g c • • • • • • • ��$ � v •• ••• • • is a��S� _ � S9EEPHOLSS: Wz O t� C1 y W1 = 1-1/2" X 3/16' HOLES AT 4" FROM EACH END c 2 MtODUCTI2EVIS0D W2 = 1-5/16` NOTCH A CH END • ••• • • • • • ✓t3 ildImy�g�Yld10f0 Eng,..JA MAO 6 c da' • • • • • • • • • A Irddon P Ft P 70592 o d t' it R. • • • • cxt>te�Tro j�''T"'• g8 ��t .d, ,4 s i 'v ' • ,' ' o • :t 1Aimmi Product (Lo S ti 5 a $ 4 ? 9.• drawing no. e.. ' TYPICAL ANC HORs °• ' Ed• •'• t .4.•• • SERIES-1000 1Fi7.05 W03-56 SEE ELEV.SPACING • • • • • VENT WITH SPRING LOADED LATCHES Ed FOR SPACMC • • • ••• • • • sheet 3 of g • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV.FOR SPACING l ,BYI W000 BUCK C v Ed .: 0 „ 91 W, J �2m Mio 9 BOTTOM LATCH 96 OPRONAL TO TO99 OP,IONAL TO J B B BOTM LATCH BOITOA,LATCH ia ' 14 19 T. I 19 o O 3 to DM» M ! = f z W I j �F3 1 vi t6 c _ g 0 i azz Xz7, I1 I B G! p ° QB Q' I�NG 06 00 0 0 wl 14 s • • • • • pi 0 0 00 an m°sN SS . .. • . 2 C s C1 amz_ z � , •.0••__ P�AFiOCTREV158b E"r.JAVAD MWD .1 o e: • — gI.mMYtng wN6 Lha t7odda CME 3 ° a :,,X:. • • • • ••• °ar7VIn8 bade •O M.PE Y Tas¢2 0 3 ' •1 .. • • • No CAN.35a8 4 a • .• ITO,e r • e'.. I I TYPICAL aNc,toRs " v b '�.." M • SERIES— 0drawing no. 50 .'`n SEE ELEV. Ed FOR SPACING Ed t�t• . . •.• • VENT WI,H SWEEP LATCHES YY��—�� . • • . . • . JUL 15 sheet 4 of A • ITEM @ PART B REQD. DFSCRTPr0N MATERIAL MANF./SUPPl=/REMADKB �I 1 ES1001 1 FRAME HEAD 8063-T6 - 2 Es1002 1 FRAME SILL(STD.) 6063-76 - h 2A Esttot 1 FRAME SILL(HI-RISE) 6063-T6 - Q p 3 ES1003 2 FRAME JAMB 6063-T6 - j I 4 Es10QS I FIXED MIG.RAIL(FOR SPRING LATCH) 6083-TB 4A Es1051 1 - FIXED MTD.RAIL(FOR SWEEP LATCH) 6063-TG - W U 5 ESI 004 1 STD.VENT TOP RAIL(FOR SPRING LATCH) 6063-T8 - 5A E92004 1 HEAW DUTY VENT TOP RAR(FOR SPRING LATCHES) 6063-T6 - o h - 5A.1 FS2604A 1 FIFAW DUTY VENT TOP RAIL(FOR SPRING LATCHES) 8063-T6 ALTERNATE TO SA 56 ES1052 1 STD.VENT TOP RAIL(FOR SWEEP LATCH) 6063-TB - 11gq0 MWPt OADE COUNTY 5C ES1053 i WAVY DUTY VENT TOP RAO-(FOR SWEEP LATCHES) 6063-T6APPROVED Q C dl TME Ltd TYPICAL ANCHORS SCAES70.53A t mw nm VEIN TOP RAIL(FORSYYEEP LATCHES) 6063-T6 ALTERNATE TO SCSEE SEE ELEV.FOR SPACING 6 ES1006 I VENT BOTTOM RAIL 6063-T6 - s 7 Este" 2 VENT SIDE RAIL 6083-T5 - 1 J 'u 8 ES1008 AS ROD. GLAZING BEAD 6063-T8 - Q t7 BA EST 103 AS ROD. SQUARE C A2ING 8EAD 6063-TS - 9 ESIC09 2/VEW SPRING LOADED VENT LATCH 8063-15 AT V FROM ENDS J - - 9A 3032 2/VF.NT SWEEP LATCH 7AMAK AT 11'FROM ENDS m ® ® c 98 IS X 1- 2/LATCH LATCH INSTALLATION SCREWS - FH SMS 10 FS1012 1/LATCH LATCH SPRING ST.STEEL ES101D AS REOD. GLAZING WEDGE SOFT PVC DUROMETER 7015 SHORE'A' "A 27-428 AS REDD. GLAZING GASKET EPOM DURDMETER 60+5 SHORE'A' V c 12 is x 1- 20 FRAME&VENT ASSEMBIY SCREWS CRS PH SMS 1 4 13 E51D11 2/VW SASH CAM CELCON - WIN00W WIDTH WINDOW WIDTH 14 43820-187 AS REDO. PILE W%TRIPPING WITH PLASTIC FIN - AMESBURY OR EOUN. 15 0300X190 AS AM. FRAME SILL W'STRIPPING - 0-LON2 16 - 2/'VENT BLOCK&TACKLE BALANCE SERIES 120 BY BSI Q�Q Z_ m 17 - 2/VENT SPIRAL BALANCE - - 25 3 Z Li 16 ES7013 2 SASH STOP - - ) (n N TYPICAL ANCHORS 19 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL W M SEE ELEV.FOR SPACING 20 - 1 5/18'BOX SCREFN - OPTIONAL 0 21 27-372 2/LRE SETT94G BLOCK.7/16'X 3/16'X 3-1/2'LONG EPDM DUROMETER 75+5 SHORE A �^ 1/4'MAX. O VENT WIDTH 1/4"MAX. SHIM SHIMS § OPTIONAL 17 c Y (3 gg 18Y 1/4'MAX. TYPICAL ANCHORS E 16 t4 7 bW00D BUCKS SHIM SEE ELEV.FOR SPACING U mj11 U - 0 _ _ - _ __ -, b •• m • uLTa. • •P i • • STRUCTURE m � • • .• a oo-s� H spas _ _ _ _ ••• aa TYPICAL.ANCHORS C SEE ELEV. FOR SPACING 1 I '• PRODUCT VIS® •o 1 • `..i •' b •Aa ca dmPlodda Emp �CMML� ` g MAD EXTERIOR • ••• ^ 3 6 • • • .. • R Itlg FlA.PE 170592 S DA.OPG. • • • ':•'.< p • 0a, 4CA.N. 38 NWINDOW WIDTH mERIES—lOQOSERIES-1050 2015 6303-56 • • • • • sheet 5 of 8 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELM FOR SPACING 1 METAL FANCRORS VED x r - Ed STRUCTURE ORSCto �0 QALT. oq; SEE ELEV.FOR SPACING m x �L ' SHIMS' ALT. d M t9 d La" iALWPICM 77 0 ALT. HORS of 19 y • •• • • • • •.• SFIV ELFV.FOR SPACING o -f 9 • • • • • • • • • m D g n l \ •• ••• •• • • • •• "o 0.x— 1 MtODULTREVISM • ••• • •.• minmplyMIL�gg Nldtide E9"JAVAD CML MAO P Ed • • • �$ ./Py� FLA.PE g 70394 S �' • • • • • • AQaprafual�o CAN.3538 _ v TYPICAL ANCHORS •• • • • • •£•. 'Alt�l�0 > SEE 17kV.fOR SPACING • •• • • •• g Mad.pro uel Conl'al T3 INSTALLATION TWA"S TH FLUSN FRAME AnApT_Erowing no. •.� . . ... JU0-4201-5 W03-56 i �� sheet g of 8 • • • • • • • • • • • •• •• • • • •• •• . ... . . • ... �F^---2.330 1.130 1.130 y I • .062 �� 2.190 •• • • •• •• •'��28 h- • • • 1 1 968 • • Sp� .082 1.344 .062 i34�• :062: 0.543• Z 3 .719 - 13 .77� 2.063 • •• 2.tlR3 ••• • /, .813 S� .813 In.250 2Yi1 2.392 1--2•Z68 II • • HAZING WEDGE Qt .930 F� ••• �.• • • • SCALE 1:1 Q FRAME HEAD 19 FLUSH FRAME ADAPTER • ••• • • :•• a• •• �. STD. VENT TOP RAIL SM. VENT T FgIL• • •BASE POLYIRER EPDM RUBBER 0 t '�u 2.186 .813 O SERIES-1000 58 •S IEbP 1 •••OEt�M= 1026 Lbs/Cal V p HARDNESS-70+5 d'p0 rl 1.830 1.530 TENSILE STRENGTH=905 PSI 0 p Q Q 1.122 1.130 ELONGATION AT BRIM -273% G dJ h .930 TEAR STRENGTH URE Kip/R BRITTLENESS TEMPERATURE_ -40' F 2330 COMPRESSION SET 27%(22he158'F) IaL Z 1.23tf 1.421 1.250 1.250 E ^�{{ ,p80�242 .U62 1.400 .078 •147 2.063 .153 U 2.063 S f` .760 .062 .062 1.344--W I v �' .562 -�4.562�- j 0 FRAME JAMB Q VENT LATCH g H.D. VENT TOP RAIL H.D. VENT TOP RAIL n SERIES-1000 ® SERIES-1050 .147 -. 1.b30� 1.630 U .803 .082 .050 u Fw 1.2501.250 .125 837 .837 .147 2.083 .153 1�-2�1� 2083 O!T�;'7 gj� ��M 3 © GLAZING BEAD O SQUARE GLAZING STOP ,pg2JI .082 .888 1^-949 .715 p- .868 t�•8 -868 62 Lo to {� I �M� H.D. VENT TOP RAIL H.O. VENT TDP RAN .813 .8$J .062 .930 SA SERIES-1000 6C• SERIES-1050 Q 2.188 II{.--�. .31 .99Z-1 .992^^1 15 1.250 .062 .488 L10.D � �-t C � 7O VENT SIDE RAIL 8 2.113 .062 2.181 C �3 1.149 '062 1.675 1.250 1.250 .994 �T Q VENT BOTTOM RAIL 2.457 2.457 m a Y l.alz 1212 .062 MEETING RAIL MEETING RAIL Q SERIES-1000 4A SERIES-1050 .082 3.127 2.502 .710 1.33 Enpn JPE ANHAn ° g CML S \ 33 F1A PE Y 70592PROOtICr ) MED CAN.3538 8 .874 .874 w c mplft 1R ith Ute Yloti& nAccopunce No 9.if3 1.679 1.679 C Oete + /TlN''"f.'t' drawing n0. 2.331 2.331 L 16 20 ' W03-56 ' Q FRAME SILL (STD.) ® FRAME SILL (HI-RISE) ProduclContml sheet 7 of 8 •w .. •. • • . .. .. . • • em ° • + • +• • • . 'i i• Iw'I 12 � • • • • • • '•• ••• • ••• • O g a •• • • • • • ••• •• OIU, 12 I N zoo i 3W M n \ Z 0 8 3z�" W M� 12 i 12 m oaHes FRAME CORNERS DETAIL Ener dAVAD NNW CMFLA.PE L CAN.p S82 0 - VENT CORNER DETAIL MODUCrR8VI88D os aomp{ylag ailh the Inotlde � � Building Cade 2 AocepTWM NO DamO •Q7 drawing no. I L &2015 W03-56 • �oad product r sheet 8 of 8 t . MIAMI•I7AUE A•IIAIMI-DADS COUWY 0 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) wwwaniamidade.gov%conomv 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 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. *060 DESCRIPTION:Extruded Aluminum Tube Mullion--L.M.I. • '....' ••••;• APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube 1VJ 41ionP, sheets:f through 9 •• .....0 of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq CofpttA lan, sig�reeand sealgd by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control RevisifflAfa4np w1t4 the t4otice Of Acceptance number and expiration date by the Miami-Dade County Product ContrMietion. :••"' ....a MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... •• ••"' LABELING: Each unit shall bear a permanent label with the manufacturer's'rfarhe or logo, jity, state, model/series, and following statement: "Miami-Dade County Product Control A proved", u*ss gtherwise.••+• noted herein. ;""' • RENEWAL of this NOA shall be considered after a renewal application has beerrfrle;and tjuef$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. Faihrre to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises And renews NOA#12-0308.37 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. 1 NOA No.14-0731.06 C'pa°a cdurlrr ( Expiration Date: September 16,2019 t } Approval Date: September 18,2014 ]Page 1 T ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted 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: 1)Air Infiltration Test,per FBC,TAS 20294 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"fixed 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.,'fest Reports No. FTL-381.0, 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. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS Soso 1. Anchor verification calculations and structural analysis, coftlym with•.V.HC-2010;'0:• dated 09/01/09 and updated on 07/10/14 to comply with UBG St E(Uthu (2014)..::. prepared by Al-Farooq Corporation,signed and sealed by Javad-monad,P.E* (Suubunitted partiall P under•NOA# 09-0825.03) ."". :...:. '• .... . ..... ...... .. . ..... D. QUALITY ASSURANCE ...... .. . 1. Miami-Dade Department of Regulatory and Economic Resoujeel(FM) . . . . ...... E. MATERIAL CERTIFICATIONS 1. None. •.• : Manye p. ez,P.E. Product Co `trol xaminer NCA . 40731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 9 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Stt' Edition (2014), 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,P.E. (Submitted udder NOA No. 04-07'.12.01) 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. 0000 0.00.0 .. 0000.. 0000 0 000000 0000 . 000. 0000 . . 6 • 0.000.. 0 . 0000 • ••6•• • • 0000•• •• • 00000 9. 66 •• • •096.6 • •006.6 • • • • • • 0000•• •6.9•• 0000 ••• • 0000 ••6009• • • Manuel Pe eez;�P Product Control EIxani ier NOA No. 148 106 Expiration Date: September 16,2019 Approval Date: September 18,2014 E--2 t -- ------------ z p ll�� Jam, Ir f� 3A00 )g-,�• E �+jy� Ii11 U4 �k��-�"�=- GLAZING PRODUCT �.0 AL ,I-LsJii I Iry�jl O, I. I 0N4 7a .O 47 --tTYPICAL IDW il—E �. 5.000 1 II 6.000 h r� I; n 8 U 3.000 4.000 _.-... TUBULAR SHAPES p`i m I.MULLION SYST. EM IS RATED FOR LARGE MISSILE IMPACT. 2.000 - d ALLOY- 6063-T6 I AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED -I' IMPACT AND NON-IMPACT RESISTANT PRODUCTS. ; J YQ MULLIONS CONTAINING TYPICAL GLAZING RRODUCTS m YPIm° RECTANGULAR ALUMINUM'TUBE MULLIONS ;i a HORIZONTAL OR VERTICAL R USINQ MULLION• PROPERTIES ONLY O M i • SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p M a NOTES IZ THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE I 5-<j Z _ REQUIREMENTS OF THE FLORIDA BUILSING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HYHZ). I Q'V7 N g v ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE � Lj APPLICABLE BUILDING CODE REQUIREMENTS I.E-.WINO LOAD,WATER INFILTRATION, FORCED'ENTRY RESISTANCE, SAFEGUARDS ETC. -- � WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER i LOADS TO THE STRUCTURE. i 5�ft ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON CUMS,EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. qi I �Ri A LOAD DURATION INCREASE IS USED IN DESIGNOF ANCHORS DITO WOW ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REGNREMENTS OF THE FLORIDA SLOG.CODE. •• ••• • • • • • •• c m�SiSjW n�< INSTRUCTIONS: USi i ••i i i i i °m�; i$i E CHARTS AND GRAPHS As FOLLOWS. •• • • • • ••• • - SlEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 •• 000 •• • • • •• FOR PARTICULAR OPENING. STEP 2 USE MWMt-OAOE COUNTY APPROVED GLAZING PRODUCTS I I MEETING ABOVE LOAD REQUIREMENTS. Fngr.JAS. AAD PREVLSED OD yT WRhthe Fhxlllde aI , STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT • ••• ••• • • FTA PE 70592 BAuild«ii gCadde APPROVAL. • • • .0. • • • • 111 USING CHARTS ON SHEET 3 SELECT MULLION SIZE OOH• • • • • ••• • • CAN. i ndion Dato Qf/��p �'� •STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED •• • • • • • • • • • "'j j i{a" JUI,�1 t4 B JJ IN STEP 1 ABOVE. MOR ••�•� • • •• • • • ;.:,/, USING ANCHOR TYPES ON SHEETS S THRU 9 AND MOR CHRIS • • • • _ ,.! A9 U P o CeTi((q dPOltli� r19 Opp STEPS ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING / I MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ' t}; L'-J M04-04 I ••• • • • • ••• • • Lsheet 1 of 9 i • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• 0 0 .323 1.000 r•- ..�2A00---{ r.123 F^2.000 r'150 I_P. I L_._J. A_.%j�lllf I I 2.000 1.000 r�.125 •338 i-.f25 O !ZI .t25 --1 �' Qv 125 i�: 4.000 .125 p 4.000 3.000 1 3.000 .125 6.°00 6.000 .338 .323 - dMMMf 5.000 .125 .125 .250 O Q& I IN 1.466 N\a •.Ix 2.675 N\4 iD p IN = .950 N\4 IN = 2.037 N\a Sx = .977 IN\3 SX= 1.487 IN\3 Sx = .634 N\3 Sx = 1.018 N\3 4 z a1'= I 1X3 1 X 4 1X3 1 X 4 T . MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION N K 6063-T6 6063-T6 6063-T6 6°63-T6 2�0 Ix a 5.204 IN\4 IN &276 N\a IN= 15.203 N\4 • ��.125 Sx = 2.082 IN\3 Sx -2.758 N\3 Sx- 5.068 N\3 v I Z m zo00 2 X 5 2 X 6 2 X 6 I .125STD. MULLION STD. MULLION HEAVY !yLULLION 6063-T6 6°63-T6 6°63-T6 .720 -1.690- -.125m J m I,• 4.000 L5� t0 3.000 .125 �I O n M .156 TYP. ZI Z M o Zz � 2.000 .128 2.71150 1.405 3.250L i (�N M IN = 1.467 N\a IN 2.976 N\4 I k )!{•_ ---� Sx .978 N\3 Sx 1.488 N\3 2 X 3 2 X 4* - 3.750 -i I I rsim STD. MULLON $TO. MULUON 6- 4s°° d ailgi I I, 8063-T8 6063-T6 OPTIONAL OPTIONAL ollI1.9 y�I� 1�' 1/2' nl �gllg I gp TYP. .12s a 2.000•a ••• • • • • • •• Ed a MIN.EDOE DIST. _ Ed. Ed-MN.EDGE 01ST. • • • • • • • • 1/2'FOR 1/4'DIA.ANCHORS 1/2'FOR i/d'010.ANCHORS • •• • • • • • 5/8'FOR 5/18'OIA.ANCHORS 5/8'FOR 5/18'OIA.ANCHORS Ed. MU °`,I gglw�d99 b"R • •• • • • • ••• • LUON CLIP •jr1ULU0N CLIP • • • • • c •• I ••• •• • • • •• 6063-T6 6063-TB I•>-2.lRW qq E491 0VAD AHAUD PRODUCE RBVISBD C80diuS Codc ,(o • ••• • •• • FlA P"p'Tosaz a% 54uc with fhe"do • • • w � t • • • y ;,alb„Dale �7u�/ .� I � , .• . . . . . t UL S:-ZOO DY `J Ed= OR 104E DIST.• • • • • _,. tConj/ drawing no 1/2'FOR 1/4'041.ANCHORS •��j•� ��j � 9 5/8'FOR 5/18'010.ANCHORS ,/��•/ - M04-04 I ANGLE CLIP sheat Q of 9� ••• •6063-0 • • ••* • • .� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACI'T'Y-PSF(TUBE MULLIONS) DESIGN LOADCAPACITY- PSk (TUBE MULLIONS) -DESIGN LOAD.CAPACITY - PSF.•(TUBE MULLIONS) I X3 1 X4 1 X3 1 X4 1 X3 1 X4 CuBTOM C_USCOM -. CUSTOM cuSTOM CuSTOM CUSTOM WINDOW DIMS. - - WINDOW DIMS. 19INDDff bYM$. . 1X3 1X4 EXS 2X4 'EX6.2X8 2X8 •1 X3' 1.X4 2X3 2X4 2%8 2•X8 SXB IX-3 1X4. 2X3 2X4 2X5 2X8 2 X 8 p� WIDTH(W)MULL,SPAN'STD. STD.. STD. SCD.. STD.- STD. •HEAVY.W10TH,(W) LL-SPAN'STD. STD. STD. .STD. STD. STD. HEAVY WIDTH m MULL.SPAN .STD. STD. STD. STD. STD. HEAVY 150.0 150.0 150.0' 150.0 150.0 150.0 150.0 19-1/8" 74.9 140.9 115.1 150.0 150.0 150.0 ISOM 19-1/8' '37.9 27.3 553 96.7_ 146.1 1504 yj Z lol 28-1/2" 150.0 - 150.0 150.0 150:0 150.0 150.0 TSOA 26-1/2• - 53.8 101.7' .83.1 148.8 150.0 150.0 1504 28-1/2' - 273 - .39.9 69.8 105.6 150.0_ P �3 30' 150.0 150.0 .150.0 150.0 150.0 150.0 - 150.0 JO' - 47.5 '894 73.4• 131.3 150.0 150.0 150.0 30' - 24.1 - 353 $13 93.2 _150.0 37" i50A 150.0 150.0 150.0 150.0 150.0 150.0 37° 38.5 72.8 59.5' 106.4' 148.9 150.0 150.0 37' L SOA 753- - ._ .42" 149.8 150.0 150:0-. 150.0 150.0 I_.0- •.150.0 42" 339 642 S24 93.8 131.2 150.0 150.0 42' - 25.2 44.1 88.5 122.3 49' 38-3/8" 1309 150.0 150.0 150.0 150.0 150.0 150.0• '48' 74-1/4" 29.7 56.1. 45.9 82-f 114.8 150.0 150.0 48" 120' - - 220 38.5 58.2 107.0 54' 118.3 150.0 150.0 150.11 150.0 150.0 1_50.0 54° 28.4 499 40.8 72.9_ _10_21 1.35.2 160.0 54' - _ - - 34.3_60' 104.7 150.0 150.0 ISOA 150.0. 150.0 ISO.0 60" 23.8 449 38.7 65:8 91.8 121.7 -150.0 60' - - 30.8 46.6 85.8a88' 95.2 150:0 148.8 150.0 150.0. 150.0 150.0 66' 21.6 40.8 . 33.4 59.7 835 110.8 150.0 BB' - - ='- 284 42.3 77.8 �_.... _.._._ ._-__. t�72" 873 140.1 134.6 150.0 150.0 150.0 1504 72' - 37.4 30.6 84.7 78.5 101.4 150.0 72` - - - 25.7 38.8 71.3 W g , 19-1/8° 150.0 150.0 150.0 150.0 150.0 150.0 150.0_ 19-1/8' 51.5 110.1_ 79.5 150.0 150.0 150.0 .150.0 19-1/8' - 28S 20:5 41.6 72.7. 115.6_ 150.0 3 26-1/2• 1362 150.0-- 150.0 150.0 180.0 150.0 150.0 26-1/2' 37.2 79.4 57.4_ 118.1 150.0 150.0 150.0 26-1/2" - 20S - 30.0_ 52S 83.4 150.0 WWWZ _ 30' 120J 16MG 150.0 150.0 150.0 150.0 150.0 W. '32.8 702 50.7 f02.6 1435 150.0 150.0 30' - - - 263 483 73.7 135.4 -- ._ ....._ W . 97.6 160.0 150.0 150.0 ISO. 150.0 150.0 37' 26.6 569' 41.1 83.2 118.4 150.0 150.0 37' - - -_ 213 37.6 $9.7 .109.8 _ 42' 85.9 13&0 132.6 .150.0 150.0 150.0 150.0 42° 23.4 .50.1 36.2 733 102.5 135.8 150.0 42' - - - - - 33.1 52.6 96.7 48' 50-5/8' '75.2 ,120.8 116.0 150.0 150.0 150.0 150.0' 48' 84' 20S 439 31.7 64.1 89.7 1111.8 150.0 48' 132" 29.0 46.1 84.6 ! �� 54' ,•66.8 107.3 103.1.- 150.0 150.0 150.0 150.0 54' - 39.0' .. 2&2 57.0 79.7 105-8 150.0 54` - - - 25.7 40.9 75.2 _ _..._.-_ ___.-.... ...� .._ ....-..- I In 60' 60.2 96.8 926 _141_2 150.0 150.0 1504 . 60'. - 35.1 25._3 51 J 719 95.1 150.0 60• - - - _- 23.2 369 67.7_ Z m 66' 54:7. 879 84.4 128.4 150.0 -150.0 150.0 66' - 31.9 23.0 46.6 65.2. 8&4 - 150.0 66' - - - - 21.1 33.5 SIS 0 72', 50.1 80.6 773 117.7 160.0 iSOA 150.0 .72' - 292 21:1 42.7 59.8 79.2 145.6 T2' - - - - - 30.7 56.4 19-i/8'• 1439 150.0 15MO 150. . 150.0 150.0 150.0 19-1/S' 34.5 74.0 _53.3 luso 150.0 150.0 150.0 19-1/8` - _ 21.9 3_2.0 56.0 89.0 150.0 i U Q 26-1/2' 1035 150.0 150.0_ 150.0 150.11 150.0 150.0• 26-1/2' 24.9 53.4, 3&4 78.0 124.4 150.0 150.0 26-1/2' - - - -•23.1 40.4 643 118.0 01 JO' 91.7 1472 141.4 150.0 I SOM 150.0 150.0 30' 220 472 34.0 68.9 109.9 145.6 150.0 1. - - - 20.4 _35.7 569 104.3' i m 37' 74.3- _L19.3 114.7 150M 150.0 150.0 150.0 37' - 36.2 273 55.9 89.1 118.0 150.0 37' - - - - 289 48.0 84.5 F. 3 Q _�._.. ..- -_.._...._ ..__.. 42" 85S 10&1 101.0 150.0 150.0 150.0 150.0 42' - 33.7 243 49.2 785 104.0 150.0 42' - - - - 25S 403 74.5 48' •58' 573 92.0 .88.4 1345 150.0 150.0 150.0 48' 95• 295 212 43.1 08.7 914 150.0 48' 144' - - - 223 353 65.2 1 Z M 54' 50.9 819 78.8_ 1185 150.0 150.0 -150.0 54' - 262_ - 38.3 61.0 809 148.6__ 54' - - - -- 315 SZ9 I3 Z n 60' 45.8 73.8-• 70.7 107.6 150.0 150.0 150.0 60' 3_4.4 649 728 133.7 60' - - - __- 2&4 S21 66' _41.7 66.9 643 97.3 1385 •150.0_ 150.0 66' - 21.4 - 31.3 499 88.2 121.6 86` - _ -_ - - - _ 25.8 47.4 'Q j N N 72' 3&2 61J 589 89.6 12&4 150.0 150.0 72' _- - - 28.7 459 80.7 111.8 72' - - - - - 23.6 43.4 1 f 18-1/8' 121.8 150.0 150.0 1304. ISOA 180.0 150.0 19-1/8' 24.2 319 37.4 78.9 1327 150.0 150.0 --� _. ARCHES TO BE INSCRIBED HORIZONTAL MULLION 26-1/2' 8&0 1412 135.7 1504 150.0 150.0 150.0 26-1/2` - 37.5 274 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE - - 30' 77.7 124.8 119.9 150,0 150.0 150.0 150.0 30' 33.1 23.9 48.4 84.6 115.0 150.0 r y1 37' 634 1012 972 1475 150.0_ 150.0 150.0 1. - 26.9 -_-,. 39.2 .68.6 93.3 150.0 OIG 42' 553 89.1 85.6 130-3 150.0 150.0 150.0 42' - 233 - 34.5 60.4 822 150.0 �i� PRODUCT �_ ... .. ---... -. - - 8 ,P. 48" &3• 48.8 78.0 749 114.0 150.0 150.0 150.0 46' 108" - 20.7 - 30.2 529 71.9 1321 MULLION o 6d � ._.-- _ yyyttt 54' 43.2 693 66.6 101.3 7415 .150.0 150.0 54' - - 26.9 47.0 639 117.4 Z ' g 1112 60' 38.8 112.4 595 912 127.8 150.0 150.0 80' - - - 24.2 423 57S 103.7 CIAZING GiAZING ad �I S . ._. ._.... - .PRODUCT PRODUCT 30, 88" 35.3 56.7 54S 829 118.0 150.0 150.0 66° - - 22.0 38.5 523 96.1 _._..._ GLAZING GU71NG 72' 32.4 52.0 48.9 76.0 I06J 140.8 150.0 72' - - - 20.2 35-3 479 86.1 PRODUCT PRODUCT • • •• S ALL LOADS:ARE EXT +iN�•�S-): i i i ai �a s NOTE: • • • • • • • • • W7 �� MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIEtMD ••• •• • • • •• VERTICALLY OR HORIZONTALLY. •„�. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engr.JAVAD Al!AO PRODUCT REVISED 9 I • ••• • s•• • • TYPICAL.M ION ARRANGEMENTS IXY0 Iacwnpy4��whthdFMllds �:I 3 I FIA PE 70592 Dmldm Cale �'I. "3;I ` • • • • • • • • • CAN.3536 • • • • • • ••• • • WIDTH (W} wt +w2 F1 �� Epi i ANCHORS TYPE V AND 'E' APPUCABLE TO •• • • • • • • • • • �__.' - _2 g IJ, (• ••• i• ••• i• ; •••. -- JUL/2 1120 4 nLam1 Dade P,"avct ca,>trat 4", 5" AND 6" TUBE MULLIONS. 1 .ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE - r'•II dr0lring no. 'TO ALL TUBE MULLIONS. M U LLI 0 N S ; , ` Moo-04 1 ••• • • • ••• • • -DESIGN LOAD CAPACITY- PSFDESIGN LOAD CAPACITY -PSP DESIGN LOAD CAPACITY - PSF - r WINDOW DIMS. ANCHORS TYPE•. _ - ANCHORS TYPE. ANCHORS TYPE i IM.(1T)MULL,SPAN• A H. C D E. , E _ G WIDTH(W) MULL SPAN, A D C. D E C YBDTH.(W)NULL SPAN A. H. _C D E F G `M 19=1/8' 150.0 150.0 150.0 • 150.0• '150.0 150.0 150.0 19-1/8' 101.0 150.0. 1395 150.0 - 150.0 6 150.0 19-1/8` -825 125.0_ a" 150.0 150.0 74.6 149.2 Z j 26-1/2' 141.0 150.0 150.0 •150.0 150.0_ 150.0 150.0 25-1/Y 729 145,8 100.7 150.4 150.0 A 150.0 26-1/2' 4s.1 90.7 673 1245' 150.0' 53.8 1075 C -- 30" 124.6 150.0 150.0 150.0 450.0 148.7 150.0 30" 64.4 128.0 89.0 150.0- 150.0 f.9 150.0 30' 39.8 _79.7 55.0 _110.0 137.6 47.6 95.1 3T 401.0 150.0 139.6 150.0.- 150.0 ,120.6• 150.0 37' 52.2 104.4 -771. 144.1 150.0 .S 124,6 37" 32.3 64.6 44.6 89.2 111:6 SILO 77.1 I _ .-_. _ _ _ 42" 89A 150.0 122.9 150.0 150.0•• 108.2 150.0 42' 46.0 92.0 63.5. 127.0 150.0 .9 109.8 4?' 28.5 56.9 39.3_ 78.6 98.3. 34,0_ 87.8 0 - - 48' 8" 77.9 .150.0 107.6 150.0 150.0 929•_.150.0- 48' 74-1 4• 40.2-.•_ ._805'. 55.6 111.1- •1+39.0 0 96:1 48' 120' 24.9 _49.11 34.4 BSA86A 29.7 _59.4 54" 69.2 13&4 95.6 150A 150.0 62.0 150.0 54' 35.8 715 49.4 98.8 1235 7 85.4 54' 22.1- 44.3 30.6 61.1 76.4 _ 26.4 529 y 6D' 823 124.6 86.1 150.0. 150.0 74.3 148.7 60" 32.2 64.4 44.5 88.9 t 11.2 4 75.9 80' - 399 274_ _55.0- 6&6 23.8 47.6 h 68' .56.8 113.3 78.2: 150.0 150.0 57.6 135.2 66` 29.3_ 58_5 40.4 809 1_01.1 9 &4.9 e6' - _ 36.2 25.0 59.0 625 21.6 43.2__ cy 72' 519 1039 71.7 143.3 150.0 62.0 -123.9 72" 2618 53.7 37.1 74.1 92.7 0 84.0 72' 332 229 45.8 57.3 - 39.6 6 a p 19-1/8' 148.1 -150.0 .150.0 150.0 150.0 .150.0_ 150.0 ,19-1/8"' 89.3 150.0 .123.3 150.0 150.0 .6 150.0 �19-1/8' 58.8 113.6, 785 150.0 1$0.0 679 135.6 � _.- 26-1/2' 1089 150.0 147.7 150.0 •150.0 127.6 159.0 26-1/Y' 64.4 1289 89,0 150.0 150.0 150.0 26-1/2' 41.0_ 82A 5&6 __11_3_2 141.6 48.9 97.9 j 30' 94.4 150.0 1305 150.0 150.0 112.7 150.0 30' 56.9 11&8 7&6 150.0 150.0 r9 135.9 30' 36.2 72.4 50.0 100.0 125.1 43.2 86.5 _..._...._ _ .__._... .. 37' 76.6 . 150.0. 1059, 150.0 150.0 91.4_ 150.0 1. _4&1 923- 83.8 127.4 150.0 1 110.2 '37• 29.4 50.7 40.8 8_1,1 101.4 35.1_ 70.1 a z g 42" - 675 3349 93.2 150.0 150.0 805 150.0 42" '40.7 81.3 56.2 112.2• 140.4 97.0 42" 25:9 81.7 35.7 71.4 89.4 30.9 -819 W cell �, 71,1 49.1 9&2 122.9 5 84.9 48" 132" 22.6 45.3 . 31.3' 625 -' 48'• 50-5/8' 59.0 11&0. 815 150.0 190.0 70.4 140.8 487 84" 35.6 .78.2 27.0 54.0 r-1 - S4" 525 1049- 725 1449 150.0 62.6 , 125.2 54" 31.6 63,.2 43,7 87.3 109.2 J 75.5 54' 20.4 402 279 55.6 094 24.0 48.0 _._. _ 60" 472 94.4 85.2' 130.4 150.0 58.4 112.7 - - •�� - 80" 285 56.9 39.3 78.6 983 .0 87.9 60' - 362 25.0 50.0 625 21.6 43.2 I 1 i _..__. _. 86' 42._9_ 85.9 _5_9.3_ 1185 1483 512 102_4_ 86` -25.9 51.7 35.7 71.4 89.4 9 61.8_ 66' - 329 22,7 45.5 56.9 - 393 Z! m 72" 393 76.7 54.4 108.8 1359 47.0 939 72" 23.7 47.4 32.8 65.5 819 55.6 72' - 30.2 209 41.7 52.1 - 36.0 19-1/8' 1293 150.0• 150.0 150.0 150.0 150.0 150.0 19-1/8` 78.1 160.0• 107.9 150.0 159.0 2 150.0 19-1/8" 52.1 104.2 71.9 5439_ 150.0 82.2 1243_ •J� `Ir ,4� 26-1/Y ^93.3 150.0 128.9 -150.0 .150.0 111.4• 150.0 26-1/Y 56,0 •112.8 779 150.0 150.0 r 3 ' 134,6 26-1/2" 37.6 . 752• 51.9 1039 1299 44.9 89.7 _...__ .. .___ _ .....__... -.._ J00 30" - 02.4 150.0 113.9 150.0 ,150.0 98.4 150.0 39' 49.8 99.8 6&6 1375 150.0 .4 118.9 SO' 53.2 6&4 45:9- 91.7 114.7 39.6 793 td;J 3T _66.8__ 13_3.7 923 150.0 150.0 799_ 15QA_ 37" 40.4 80.8 559 1115 _139.5 11.2 9&4 37' 2&9_ 539 37.2 743 93.0 571 64.3- m I 42" 58.9 1179 813 150.0' 150.0 703 1405 42' 55.8 71.1 49.1 98.2 122.9 5 84.9 4Z' -23.7 •47,4 329 BSS 81.9 20.5 56.8_ ,1J- Q rp�. ._._.._......_... 0.000_ __.... _ - 48' S8' SIS 103.0 712 142.2 150.0 614 123.0 48' g6' 31.1 623 43.0 85,9 1075 2 74.3 48' 144" 20.8 415 Z&7 373-• 71.7 249• 49.5 Q 4 M -_. _.. __._. .._.. ...�.___ 54' 45.8 81.8 63.3' 128.4. 150.0 54.7-• ,1093 54'• 27.7 86.3 36.2 .,76.4 95.0 66.0 54' - 38.9' 25.6 b9.9 83.7 22.0 44.0 I Z = m 80" 4L2 ,82.4 _56.9_ 1139 1423. 49.2' 98.4 60' _ 24.9. 49.8 34.4 68.8 8&O 7 59.4 80' - 33.2 279 459 573- - 39.6 66" 37.5 74.0 519.- 103.4~__12_9.4 44.7 89,4 86' 22.6 45.3 313 _ _625 782 .0 54.0 66' _- 15 30.2 20_.8 .41.7 52.1 _ 39.0 1 J e9vr 04 72' 34.5 68.7 47.4 949 118.6 41.0, 82.0 7Y 20.8 41.5 28.7 573 71.7 9 495 72' - 27.7 -- 38.2 479 33A Q N N 19-1/6-, 119.0 150.0 150.0 150.0_ 150.0 142.1 150.0 19-i/8' •69.4 138.9 95.9 130:0. 150.0 9 150.0 ANCHOR TYPES K=ZONTAL MULLION ( W 28-1/2" 85.9 150.0 118.7 490.0 180.0 1024 150.0 26-1/Y 50.1 100.2 692 - 13&4 750.0 9 119.6 A.B.C.D,E, • 050. 2.... AT fEAO/Slll/JAfAas ARGUES TO HE INSCRIBEO- 30" 75.9 150.0 104.8 150.0 150.0 90.6__150.0 30' _443 88.5 612 122.2_ 150.0 105.7 AP1 {OR TYPES I INSIDE RECTANGULAR SHAPE + 37" BIS 123.1 &S4 150.0 150.0 73.4 148.9 37" 35.9 -719 _49.6_ _99.4 124.0_ 8 85.7 F&G i AT.fAM85 ONLY rpf 42" 54.2 108.4 749 149.7 _150.0 .64.7 129.4 42' 31,6 63.2 43.7 873 109.2 .7 75.5 GLAZING I A 48" 63• 47.4 - 94.9_ 655 131.0_ 150.0 56.6. _113,2 48' 108' 27.7_ 553 3&2 76.4- _95.6 0 S$.O �� i' PRODUCT 54" 472 843 582 116.4 145.6 503 100'8 54' 24.6 49.2 34.0 879 84.9 .4 58.7 -MULLION t Sd i 60' 37.9 75.9 52.4 1 104.8 131.0 453 90.6 60' 271 443 30.6 6t.1 76.4 4 52.8 z \ANCROR ` p p�I�j RB -_.._._ _.. 88" 34.5 89.0 47.7 05.2 119.1 41.2 823 68" 20.1 40.2 279 55.8 695 .0 48.0 CIAZMC GLAZING o d �DETNL/1 m1 .__.__. _- ......._ __ ... -, PRODUCT PRODUCT 72" 31.8 83.2 43.7 87.3 1092 37.7 755 72" - 36.9 255 50.9- 63.7 .0 44.0 3 N a o! $L . 1 GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). ••• ••i i i ••• i i • • o c g�1' NOTE: • • •• • • • • • u, Z I4 WI Y12 MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •• •i i i i i i•i • LOCATIONS AT HEAD, SILL OR JAMB ENDS. •• •'• •• • • • • A a�C.'o'.E. j FOR-ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AT NFA9/sRl/ (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _ 4AVAOABtAD PRoo1LybMwiththe II I I CtVO. re eomplYin6 wish Lha Flodda � • ••• • ••• • NA PE Y 76592 Duiiding Code S • • • • • • WTH ) • w1 CAN.3638 I, Acceptmlee No '� •L�o i 6 6 $' I ANCHORS TYPE 'D' AND 'E' APPLICABLE TO • • • • • • •••~• • 2ireumlDeto 4"; 5" AND 6" TUBE MULLIONS. • •• • • •• • • • .2 X 1'ot4 DY t, ANCHORS TYPE W. 'B', 'C', 'F' AND 'G'-APPLICABLE �� • •, • << MI Daae Pr v ft-t- drawing no. TO ALL TUBE MULLIONS. ANCHORS i' M04-04 MAL IEd. I 2 PER C,.;/,(,;OWN FACH� VBNG) 1/a•DA PERR C 4 PER CIDP(2 ON UFACH WINGS 1/a. 2 PER ANCLE �_—J 0I I Ed. 2 1/4•MIN. ) h n tt TYP. Z • a 1i! •'3"MIN. f I 'rr� ''I.- j I i ,� yi• . �� - I� r o C,i � I - T7 Tvl�_4 - �+O T1, 0LOATING CLIPINSIDE N� II I 2 X 2X.1 8' ILJj FLOATING CUP 14 SA1S I 1 1 BY• I r�1 �'f7T INSIOE NULL2•X 2 X 1/8•I G� ' WOOD RUCK i /14 SMS II I I ALUM ANLL------ WOU I ALUM AN _.._---------- u u_-- 3/4"O.C.MIN, 1-3/4.O.C.LIN. I 2 PER ANGLE I 1 I t I I 2 PER ANGLEa. a I 1/4"OI0.UlrftACONS "ON.ULT Ed. 2 PER CUP 1/4 (1 ON EACH WD1G) I CLIP OIA ULTR=NS 1/4•DIA.ULTRACONS z 7 PER �v ' 4 PER CUP(2 ON EACH WING) 2 PER ANCLE 4 Ed t•MIN. I J 3 t _��•' fid � I' 1 r I j I M , A 'II i Q N 3C4 Z Z 3 m IL 11 .3YY�� 11 11 n 3z�m WOOD BUCK IL-Jj FLOATING CLIP Ii II jlJj FLOATING CLIP j p--. OR Ir'�1SNUC FIT INSIDE MULL II I 2 X 2 X 4/8• 2 BY Irl SNUG FIT DdSU1E MULL }I I� 2 X 2 X 1 6" I J N N r U GLE a WOOD BUCK 11 It 17 1� ALUM ANGL L]N WOOD II 11 11 1 ALUM AN I I .Q N -----------, STRUCTURE �' '1 j14 SMS I I ------------- I �' J 114 SAS U u I I 1 1 1-3/4^Ox,MIN. I I 1 I 1 1-3/4'O.C.ALN. _ 1 I 2 PER ANGLE � I - } A I I l 2 PER ANGLE .. m ANCHORS TYPE 'B' m gdN } Ed. • • • • • • • • • is, i 4•DIAy IW EL •.g'g•�,. 1 IA BE �)R�lAT•NEAB•• • O !! SU 1E Edld}LIN.£QC! . MIN.EM9�NL�} x� + INATE EA9 MODUCTREVLSEDt---------' r.JAVAO AHMAO'CMl nsa+AlDlyingait616eFlorida COO WOOQ 28l WOW SUCKS40R Wt�6TRUCTURE S.G.=40M MM. �P ��2 Eltdidi�A0SI�AtlN. i •• • • 1n11�L `0 1Sx yUILOti17u18 ANCHOR LOCATION 300 • • • • • • • • • JU ?0'4 IJI -5,',' B 'C ALL CUPS anCL 0 FIT TO MULl10N5.• • Miami' CoMro— drovAng CUPS OR GO�ECTED M Y TO MASONRY TO BE PROTECTED WUH ALKALI WANT COATINGS,SUCH AS RTIUMINOUS PAINT OR I /� I M04-04 ANCHORS TYPE 'A' I WATER-WLI RYLATE LACQUER. . ---"_ J sheet 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'M*ULTRACONS 1/4"DIA.ULTRACONS 1/4"DIA.ULTRACONS •T/4'DU,ULTRACONS' .Ed. 2.PER CLIP(7 ON EAC YANG) I PER ANGLE - � Ed. 4 PER CUP(2 ON EACH WING) 2-PER ANGLE] �IC ,( z 9, TrP i 1";'• ' ,i TIP. t S�i ��I� '�I•. } :� •° r I �s'° v II °�I, 1, .,�.. I �IIO I .. } °I�. �� 11 I I• i I II r'j j TI'tl; T n LL FLOATING CUP II 11 I - Li If II 2 X 2 X 1/8" V i I SNUG FIT INSIDE MULL.• 11 I I 2%2 X 1/8' +,) N u 1 ALUM ANGLE :N 1 I ii�t 11 ALUM ANGLE 0' M t _________ 1 I 't 1-3/4'O.C.MIN114 S I I - f-- 1 - 1 I FLOATING CUP g a� 2 PER ANGLE I I I I 1 I SNUG FR INSIDE UUU- I I ��AA••GO 1 I i 7 I t 1 1 I 1 I 1 �031� 4 PER gryIAS E i i WWZ�p l i._.-_..� I Ed. Z' I 1 I '7 • d v I I .:.; 1 I I .. •� ti 1 al `i I 1 I I Z > h i r1 jj I I (O i i 1� 3 f l i 1 I 1/2"(2) i i {m 0"') e �Z _ 3' 1 I=. I`'vl 1 LOCATION OF SCREWS CONNECTING Ed. n t�e4-010.ULTRACONS ANGLES TO TUBES VIPER CLIP(1 ON EACH WINC) ANCHORS TYPE 'Q' ° � ' I ,!0 APPLICABLE FOR 44, 5" AND 6" TUBE MULLIONSi i i • • • • • • • • • oe�«ai t 1 �� • •• • • •EEJ1B�• ••• • 'y ��$�� t i �� 1/4•D�E7I �FIiR�IIFn1f • • C�!olo•w t 1 IIL�T�CONS H bR • • �--� 4 i 1 '� SUBSTRATE Ed. _MIN.EDGE DIST. MIN.EMBEDMENT , -- L---------J CONaCrE 2-1/2' 1-1/z' Engr:JAVAD ANM,AO PRODUCT REV= ,�o CML as complying with the Florida - ---'- 3E e• '• M�,•• • • RA Ffi i 7oss2 Building code - o'. 3 `� • • • • c A 35 8 Aecepte„co Tdo 14J2 • • • • • • ••• • • I,olion Dale •• • • • • • • • • • 1,` t ;1 212ot4 ALTERNATE =fz ..._..-._.....__ - JUL41 ANCHOR LOCATION CUPS"ANGLE*TO FR SNUlb INTO RISE MULLIONS. • • i MI Dade Pr 1 - ` CUPS OR ANGLES CONNECTED^DIRECTLY TO MASONRY TO BE PROTECTED r' , i droving no. WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR � ; M04-04 ANCHORS TYPE C' WATER-WHIM.METHACRYLATE LACQUER. • •• •• • • • •• •• 1 5/16'DIA ULTRACONS Ed. 4 PER COP(2 ON EACH WING) 5/16'DUl ULTRACONS2 PER ANGLE - ` J�aI � z J �p •A _� ' '' p ! � 1 I �a de• I I N I I II 0 U a I 4) - It i111 2x 2 x 1/B' O p ti • ' I I If 11 ALUM ANGLE „ O 1 9. r_____________ FLOATING CLIP r l Q I I 1 SNUG M INSIDE MULL I I 0 AY m G I I 1 I 14 SLIS 1 I a O I I I I 4 P R ANGLE ; a :_j m i J =ps \ 1 I I I I Ld J I 1 I 1 m I ! O I I U a t0 I 1 1/2'(2) - I:2 p 1,r7 I .'Z�Z_ M m 3� e9i I �Q �N LOCATION OF SCREWS CONNECTING ANGLES TO TUBES , ANCHORS TYPE 'E' e APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS v Ali" z.� •• ••• • • • • • •• 5/16'DIA,ULTRACONS BY'ELCO' • • • • • • • • • �,v o'ml:.'v ULTRACONS MAY BE M OR FIAT HEAD •• ••• •• • • • •• O SU857RATE Ed.Q MLN: EDGE DIST. MIN.EMBEDMENT ' CONCRETE 2-1/2' 1-3/4" •CMl PRODUCT'REVISED �I Engr.JACNIL NMAD ! F-1 re canpTyingwtlhuroFlorWa • ••• • ••• • • FLA.PE/70502 Building Colo CONCRETE Pc=3000 F51 MIN. • • • • • • • • • Aaeptam No • • • • • • ••• • • J N�"014 BYyn t1fan Date 2019 6 k $ •• • • • • • • • • • ly. �— • •• • • •• • • • IIy u0 AI,L CI L1P5 ANO ANGLES TO FR SNUG INTO TUBE MULLIONS. • • • • • • Jy11aNl a PmducC I lir, ' Browing WITH OR ANGLES CONNECTED DIRECTLY A CONCRETE TO IN PROTECTED {� ,`' !-M04-04 WITH ALKALI-RESIS7ANT COATINGS.SUCH AS BITUMINOUS PAINT OR LWATER-WH TE METHACRYLATE IACOUER. _ tsheet 7 Of J • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 1/`"OLA.ULTRACON; 1/4'DDA ULTRACONS .1/4"OI(ULTRACONS 1/4"DIA.ULTRACONS Ed, 2 PER CLIP 1 ON EACH WING 1 PER'ANGLE i 4 PER CLIP 2 ON EACH WING —ql Ed 2 1!4"MW. ) 2 PER ANGLE d II II I ,I 1i �c jl.Jl FLOATING CUP II i� 1 II II II I O < li it SNUG FIT INSIDE LMII I1 11 2 X 2%t 8" IL FLOATING CUP _ 11 it ®14 SMS �j I ALUM j SNUG FO INSIDE I,itA.L UM2ANCLER W W --------- tf to sMs H g > ' 1 I I 1-3 4 O.C.MIN. 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ACCESS HOLE FOR OUANTTTiEb i 1 1 1 1 1 __J In N Io ___ ;m J mW MSTASCRE N EITHER I BE I 010 FH SMS I I I 3 N M DIRECTION I 12 PER CLIP I n M a I 1 1'O.G.MIN. 1 I I I I z Z 3 m 3 z''n Q N N IVN2 1-3/4"X 2'X 1/8'(FOR(IBY 26Y TII:8 3/4'X 2•X 1/8'FOR TUE1 --� ALUM ANGLE CUT TO FIT SNUG INSIDE TUB i ANCHORS DETAIL #1 j Big A' METAL TO METAL CONNECTION ' c #14 SMS/TEKS SUBSTRA WCL.TO pL,SPACING ` METAL• �'8• •• • •t METAL 1}8^ • MIN.OTHIO.Sa3•K-S• •t/8- MH4A(BDA � t F�,?• q`c $I�S Engn JAVAO AHPRODUCT REVISED rb I•� �;~ • ••• • ••• • • CML ay1p1y withthe Fbr(da j a�!To 3 • • • • • • • • FLA,PE#70MAD 5114 6uBdingCodo i j 13 • • • • • • ••• • • C".3538 Q� - •. • • •• • • • SreNonDme 9 a+ g I m .. • • • . . JUL 21;2014 ny f PmIWM' onVal drawing no. .M04-04off 0 0:01 ;sheet 9 of 9, • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 9 •