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WS-17-766Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe PermitNO. WS-3-17-766 Permit Type: Windowsi$hutters mI orkChas sification: Window/Door Replacem Permit Status: APPROVED Issue Date: 3i2812017 Expiration: 09/24/2017 Parcel Number Applicant 640 NE 98 Street Miami Shores, FL 33138- 1132060171820 Block: Lot: IAN & CORY ROSS Owner Information • Address Phone Cell IAN & CORY ROSS 640 98 Street MIAMI SHORES FL 33138- (305)979-3879 640 98 Street MIAMI SHORES FL 33138- Contractor(s) WILCON CO Phone (786)399-8855 Cell Phone Valuation: Total Sq Feet: $ 4,800.00 0 Type of Work: INSTALL STORE FRONT IMPACT RESISTAN No of Openings: 5 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.25 $2.25 $1.00 $150.00 $12.00 $4.00 $174.50 Pay Date Pay Type Invoice # WS-3-17-63393 03/28/2017 Cash 03/21/2017 Credit Card Amt Paid Amt Due $ 124.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. G It Authorized Signature: Owner / Applicant / Contractor / Agent March 28, 2017 Date Building Department Copy March 28, 2017 1 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FL 33138 Tel: (305)795-2204 • Fax; (305)756-8972 2/2/2018 To: Current Owner 640 NE 98 Street Miami Shores, FL 33138- Permit: WS-3-17-766 Address: 640 NE 98 Street Miami Shores FL33138- Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired)-unless-the-workauthorized-bysuch permit -is -commenced within -six -months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, f(// Ismael Naranjo CBO) Building Director BUILDING P1E�tMIT APPLICATION L� Miami Shores Village � ��`�Z 3Z Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED MAR 21.2017 FBC20145 ` Master Permit No. faC It Ile 2GIL Sub Permit No. W S 17 (1 BUILDING ELECTRIC BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 64o 74e. vt$ SC City: Miami Shores County: Folio/Parcel#: 11- '1f21>ae — O1"k - L$'Lo • Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: 64a q8 Sr City: % t rp t-ot( sI btZ- Tenant/Lessee Name: 1.4 A Email: CCeAsle -Gjt tvW..I 1 . CoM Miami Dade Zip: 2 - 2..- Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: oe--k .k t P'r.E Phone#: a'aQ �."a6 State: CONTRACTOR: Company Name: " M.:c ts.L= CAS Address: Qu o 14 \sT H A gE �O Phone#: Zip: ' jl%'24 Z.- Phone## ' $G 'lcist=L Miss City: tk(Aldt,1 5 - State: Ali Zip: ?72, l Qualifier Name: t W(Lu/aM GWZ Phone#: $$15 State Certification or Registration #: CAC- 1 LS (4u d :DESIGNER:'Architect/Engineer: ..elccAetv A. Qbp.i iiiN , Addres: l `ZG-ZCertificate of Competency #: item ❑ Alteration -❑ Phone#: aciras43‘ City: ill I bM State,Vt- Zip: ',-22 lIC : J1Walue of Work for this Permit: $ Square/Linear-Footage of Work: Specify color of color thru tile: Submittal Fee $50 r . Permit Fee $ CCF $ CO/CC $ Scanning Fee $ .r Radon Fee $ DBPR $ . »\ G \ -Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address 14 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 $2500, the''applicant must promise in good faith ,that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose` fo ert `isub ect`to attachment. Also, a certified copyofthe•recorded notice ofcommencement must tie osted'at the job site P p Y I f• P for the first inspection which occurs seven (7) days after the building permit is issued. In the'absQnce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. +� Signature o "� OWNER or AGENT , The foregoing instrument was acknowledged before me this I t • day of ' MA I l C�0 , 20 1' by ..,� . l(% day of s ioreek' , 20 , Coe -At re., , who is person- .vs►g, e' 3 �r 1/% f1,90 l/{uL _ , who is persona ly ow$ tg ,� J,7'•J' ):-f 4..4 . o v'�' "3 � p! • •. -i.. '1 .«.d ) 1 a �.aN n� "me or who has produced • �L �L Ia me or who has produced �- L �a'�' identification and who did take an oath. a, ? . identification and who did take an oath, Z g x z Q N u- ,,, iC �. . '• y W :2E W1 t'N., d.,,— ,, _ µ. „f H ENOTARY PUBLIC: Z o ;o.�XNOTARY PUBLIC: )E E';g.w ,., 0, o . C y LL'7.- .A .0 I_.v <;� E. o c� a• ,I�• T.:E o` a' z $ Sign: , c, a Sign: aa Print: ► . `��: Pnnt • �.: . Seal: ��� ''' Seal: Signature . CONTRACTOR The foregoing instrument was acknowledged bef.. e:me this ***************************** ISM************************************************** *************************** •� APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk .p WILCON CO Date: 1/0/1?' GENERAL CONTRACTOR CONSC NUCSED&NINNSUREDENT I CGC# / 513643 WILLIAM CRUZ 9636 NE 5T14 AVE RD. M$AMI SHORES FL, 33138 WCRUZZ3@HOTMAIL.COM • OESiGN-BUILD CELL 786-399-8855 OFFICE 305-4SG-996Z State of et, County of Dade Before me this day personally appeared it) su.I w' CwZ who, being duly sworn, deposes and says: Zags e-toSVD' That he or she will be the only person wolKing on the project at 6,40 t . Gt s s'r rat I w t s arse Q.e s, f V 31''s4 Sworn to ( or affirmed) and subscribed before me this ID'~ day of C" o G-L,2O n , by td I (,C, tit n. CY?-az— V ii Personally Know Or produced Identification Pc. fig. Type of idet(tification produced Print, type or stamp of Notary, it Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Cf -o s c Date Print Name Miami Shores 'Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The fore • oin• �L�y., ledge before me this /04% day of /4‘. 0.— oil.. , 20 •) By 9t- QC - Notary: SEAL: SS who is personally known to me or has produced as identification. 4100 • • • • • • • • • • M IAM IDADE COUNTY • • ••• • • • .•• • •. S. • • • •• •• • • • • •• • •• • • • • • • ••• •• • • •• • • • •• • •• •• • • • • • • • •• • • • • • •.. • • • ••• DEPARTMENT OF I;EGUI.A'TQRY 4Nt). CQMIMIC.RESOURCES (RER) BOARD AND CODECODE:0411,INISTR4TIOV PIVISI�N : NOTICE OF A•CC'EPT'ANCE (NOA) ES Windows, LLC 3550 NW 49th 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 1 through 8 of 8, dated 07/31/03, with revision K, dated 10/11/16, 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, BARRANQUILLA, 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 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. 15-0129.03 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 Jorge M. Plasencia, P.E. • • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.gov/economy MTAMI•DADE COUNTY APPROVED NOA No. 16-1013.09 Expiration Date: November 06, 2018 Approval Date: January 19, 2017 Page 1 • . ... . . . ... .. .. . • .• . .. .. . • . • . •• . •. • • • • ES Windows, LLC : :.:.::: :.:. NOTICE OF.ACGEPTANLE: .. • .. . • . . . .• • • • .. . .. • . EVIDENCE SUBMITTED . . ... . ... . A. DRAWINGS 1. Manufacturer`s die drawings 441 sections. (Submitterisinti'e;Pick iVo. b9-1008.05) 2. Drawilmg hio: V'h03.4, titl1d:`Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision K, dated 10/11/16, 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) 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 HETI-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) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-1013.09 Expiration Date: November 06, 2018 Approval Date: January 19, 2017 E-1 • • ... . .. .. • • • . • • • •. • • •• • . . ... ES Windows, LLC : : •:.: . . . . • . . • .• . iT ICE OF.ACA.• • . .. . . EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on�l) Air Iniltratipn Test, per FBC, TAS 202-94 •.: •: ; 2'l lagkcirm Stetic Air Pressure Test, Loading per FBC TAS 202-94 • •' : : ' 3) 13J tel 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. (Submitted under NOA No. 15-0129.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", dated 04/25/15, expiring on 12/11/16. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 16-1013.09 Expiration Date: November 06, 2018 Approval Date: January 19, 2017 E-2 • . ... . .. .. . • • • • . . •• . • • . • ••• • . • • • • ...... E S Windows, LLC •.. . . • . . . • • • . • . .. • ... . . . ... •QTIE.E�O riV< 1 likNGE: EVIDENCE SUBMITTED . ... • .. • • • . ... • ... . F. STATEMENTS .. . .. ... .. 1. Statemeptleitee if;oosifofm&s3ie, complying with FBC 5th Edition (2014), and of no finanoiat iltdrett,'ddteti rktcistet 23, 2014, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0129.03) 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. Distributor Agreement, dated 04/04/16, signed by Carlos Garcia and by Andres Chamorro. 4. 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) 5. Laboratory compliance letter for Test Reports No. FTL--3820 and FTL-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. 15-0129.03, issued to ES Windows, LLC, for their Series "1000/1050" Aluminum Single Hung Window -L.M.I.", approved on 07/30/15 and expiring on 11/06/18. Jorge M. Plasencia, P.E. Prroduct Control Unit Supervisor NOA No. 16-1013.09 Expiration Date: November 06, 2018 Approval Date: January 19, 2017 E-3 • . ... . . . •••• •. .. •• •• • •• •• • • • . • • • . • • • • • • ••• • • • . . • • • • • . ..• • • • • ••• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATIPI T VISi,C •• • • • • • NOTICE OF ACCEPTMICE (NQ'Ar. ' •: • • E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 .• • • • •• ••• .. • • • SCOPE: OOOOOO • ' •• This NOA is being issued under the appgab1t rti'les afiVregdations 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 "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09, 2016, 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 Limitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites options within tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0316.06 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy MIAMI•DADE COUNTY APPROVED • • NOA No. 16-0316.06 Expiration Date: December 16, 2017 Approval Date: December 08, 2016 Page 1 • • ••.• . • . . . .. •• •• •• • •• .. E.S. Windows, LLC • • • • • •• • • • • • . •.. •• . • NOTICE of Atr EPTANCE: EVIDENCE SUBMITTED A. 3 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 241.1 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01-450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Canso, P.E. (submitted under files #15-0611.10/#14- 0722.13/#12-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). . ... . . . ... .. . • • • . •. DRAWINGS . .• •' •• •• . •• •• •.• •. 1. Manufacturer's die' drawingfi.and ,s ctic , (yiubmitted under file referenced below) 2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2•through 5, 5.1, 6. p.1 d 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 andita. visadornNQV' l99, 2016, signed and sealed by Javad Ahmad, P.E. • .. • • . .•...•• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahrnad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). C fir" . L i►'a �.t. 'sh q 1. Chanda, P.E. Product Control Examiner NOA No. 16-0316.06 Expiration Date: December 16, 2017 Approval Date: December 08, 2016 E-1 E.S. Windows, LLC ... . . . ... .. .. . • • . .. .. • . • • . . . • . • . ••• . . • • . •. •. . •• . . • . ... • . • . .. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ... • ••• • • . . • • •• •. .. • . ... •• . • . • • ...• • ... • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptancc.Np. 140916.11 i .sued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co.,'It!c.;Abaht ;SCnf;y Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptarpe;I .;14 d916e1Q i.s ued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (56 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 16-0316.06, expiring December 16, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional approval until completion of the test proposal # 16-0940 and agree to remedial action, should the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) 3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively. Isai I. Chanda, P.E. Product Control Examiner NOA No. 16-0316.06 Expiration Date: December 16, 2017 Approval Date: December 08, 2016 1 E-2 • . .. • • ••• •. • .• • . .. S. '•' • • • • •.. ••• • • • •• . .•. • • • • ..• • . • •.. • • •• ..•. DEPARTMENT EGULATORY AND ECONOMIC RESOD tGES.(1ER) . • BOARD AND CODE ADMINISTRATION DIVISION • • • MIAMIDADE COUNTY NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 N.W. 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 "8000" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 12 of 12, dated 08/03/07, with revision "C" dated 12/01/14, 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, BARRANQUILLA, 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 NOA shall be provided to the userby 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. 13-0115.06 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •.. • MIAM4DADE COUNTY APPROVED MIAMI—DADE COUNTY • •• •PRO>Di.JCit'ttNTROL SECTION • • 1 e805.SW 26 Street, Room 208 • •T (780 315-2590 F (786) 315-2599 www.miamidade.gov/economy . •• . • •. • •• • • •• • . • • • • • • • .. •. NOA No. 15-0727.05 Expiration Date: April 03, 2018 Approval Date: August 06, 2015 Page 1 ES Windows, LLC • ••.... ...•. • •;. . .. •.••.• • •• • • • • ••. • •• NOTICE OF ACCEPTANCE: . E.VIRENCk SLJBMTI:TF.1). • . • • • • ••. •• • • .' •. • ••• • A. DRAWINGS 1. Manufacturer's die drawings and section. • • • . „ • • • . • • (Submitted under NOA No. 08-0204.06) . . . • •, 2. Drawing No. W07-60, titled "Series 80.00 •AMunf Vdii de' Wail System (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 12 of 12, dated 08/03/07, with revision "C" dated 12/01/14, prepared by A1-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) Drop Load Test, per CPSC 16 CFR 1201 Category II (G.32) along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E130.0-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer", dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. E-1 .1� Manuel ' erez,.' Product Control ExaI r NOA No. 15-0727.05 Expiration Date: April 03, 2018 Approval Date: August 06, 2015 ES Windows, LLC • . •.. ;•�,•• • • . •• •• • ••• • • • • • •• .. • • • • . •... . . •• • • • •• . • . •... . w • a w.. NOTICE OF ACCEPTANCE: • tVI NCF Si3BMI'LTFJ . :• . • •• •• • ••I. •• •• • .' • .. • • .:. • F. STATEMENTS 1. Statement letter of conformance, complyrtig.'wwtll1Bp .Edit iAn (2014), and of no financial interest, dated 02/27/15, issued b: t r-varo ootporatron, signed and sealed by Javad Ahmad, P. E. • • • • • f.• • • • .. • 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. (Submitted under previous NOA No. 12-0308.36) 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 04/09/09 signed by Jose Nunez. (Submitted under previous NOA No. 12-0308.36) 4. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) G. OTHERS 1. Notice of Acceptance No. 13-0115.06, issued to ES Windows, LLC for their "Series 8000 Aluminum Window Wall System - L.M.I.", approved on 04/04/13 and expiring on 04/03/18. Manuel Perez, Product Control Exa NOA No. 15-0727.05 Expiration Date: April 03, 2018 Approval Date: August 06, 2015 E-2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1r8 ANI4.• WASS 090" Interlayer SentryGlas i 'Murorol.Ar•erica, dna.' • • • •• • 1I/e" AMIN. GLASS • • • • • • • ••• •• SILICONE DOW CORNING 795 • • • • z 2 U, re 0 0 SILICONE DOW CORNING 795/983 ALT, GLAZING OPTION SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 1/8° HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/32" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' GLAZING OPTIONS z 2 U) 1/8" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By Kura ray America, Inc,' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 5/32" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 10" MAX. HEAD/SLL VENT WIDTH 53 1/8" WINDOW WIDTH 'TYPICAL ELEVATION SERIES 1000 (STD. SILL) PERMIT #: Miami Shores Village APPROVED BY DAIS ZONING DEPT DLDG vEP I 6" MAX —ATE AND CO coRNE JI.ES HEAD/SILL' CORNERS SUBJECT TO CC8✓1Ff +X'ANQE HEAD/SILL VENT HEIGHT SERIES---1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. io In N) M to U) M 0- 0 J O 0 a. 0 J 0 V( fH ALL FEDERAL 10" x. HEAD/SILL A ' REGULATIONS I I 0 // I I I 47 1/8" OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH 'TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 Expiration Date 11/06/2018 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By Miami NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. de Product Control scale. 1/2'=1'-0' a 5 x -6 drawing no. W03-56 sheet 1 of 8 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • ••• • • • • • •• • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 331.73 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 282-8978 �r COMP-ANL\W03-56ESW) • • • • • EZLIAI•EITES WINDOWS • • • • • � • •DE51�C7N LOAD SCAP*CITY - PSF (III -RISE SILL) UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) STANDARD TOP RAIL HEAVY DUTY TOP RAIL STANDARD TOP RAIL HEAVY DUTY TOP RAIL • • • • • • • • WIILLO••i' 114. • • •C1kSS IV: • • 'Ai GLASS TYPES 'B' 'C 'D' & 'E' GLASS TYPES 'B' 'C' D' & 'E' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES 'B 'C D' & 'E' GLASS TYPES 'B', 'C', D' & 'E' yIIDT=I • :Br _ I EX:(+) • 11iT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) • ' 0119-1/43" • • • • 70.11 • • • 80.0 80.0 90.0 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 z rr 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 26" 70.0 80.0 80.0 90.0 80.0 90.0 x %; f _ 6, 37" 50-5/8" 70.0 80.0 80.0 90.0 80.0 90.0 42" (3) 70.0 80.0 80.0 90.0 80.0 90.0 to of r 42" (5) 70.0 80.0 80_0 90.0 50.0 90,0 49" 70.0 80.0 80.0 90.0 80.0 90.0 = _ n 49" 70.0 80.0 80_0 90.0 80.0 90.0 53-1/8" 70.0 80.0 80.0 90.0 •80.0 90.0 53-1/8" 70.0 74.0 80.0 90.0 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 i 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 90.0 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 58' 70.0 80.0 80.0 90.0 80.0 37" 38-3/8" 70.0 80.0 80.0 90.0 80.0 90.0 1- W 37' (5) 70.0 80.0 80.0 90.0 80.0 90.0 W 42" (4) 70.0 80.0 80.0 90.0 80.0 90.0 42° 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 49" - - - - 80.0 90.0 53-1/8" 70.0 80.0 80,0 90.0 80.0 90.0 19-1/8" 70.0 60.0 80.0 90.0 80.0 90,0. _ 1 19-1/8" 70.0 80.0 80,0 90.0 80.0 90.0 26-1/2"" 63 70.0 80.0 80.0 90.0 80.0 90.0 SERIES-1000/1050 ALUM SINGLE HUNG WOW. (LM.I.)) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 26-1/2" 70.0 80.0 • 80.0 90.0 80.0 90.0 .37" (6) 70.0 80.0 80.0 90.0 80.0 90.0 37" 50-5/8" 70.0 80.0 80.0 90.0 80.0 90.0 42" - - - - 80.0 90.0 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 68" 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 26-1/2" (6) 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 37" - - - 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 74-1/4" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" (7) 70.0 60.0 80.0 90.0 80.0 90.0 37" 58" 70.0 80.0 80.0 90.0 80.0 90.0 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 49" 70.0 80.0 80.0 90.0 80.0 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 80.0 90.0 28-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 63" 70.0 80.0 80.0 90.0 80.0 90.0 42" (6) 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 0 0 0 1 > (revisions: no date by description 0 07.15.09 LATCH OPTION ADDED NO CHANGE THIS SHEET UPDATED TO 2014 FDC REV. PER RER COMMENTS EDITORIAL CHANCES 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 70.0 80_0 80.0 90.0 80.0 90.0 0 Q 37" 68" 70.0 80.0 80.0 90.0 80.0 90.0 M 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 I 49" 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8" - - - 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 ,,' 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 STD. TOP RAIL HEAVY DUTY TOP RAIL NOTE: 37" 74-1/4" 70.0 80.0 80.0 90.0 80.0 90.0 5-1000 S-1000 GLASS CAPACITIES ON THIS SHEET ARE ON SEC. GUSTS) = ` o w 0 ='. - 6 _ 42" (7) 70.0 80.0 80.0 90.0 80.0 90.0 BASED ASTM E1300-09 (3 AND FLORIDA BUILDING COMMISSION as' - - - 80.0 90.0 © © ® DECLARATORY STATEMENT DCAO5-DEC-219 19-1/8" - - - - 80.0 90.0 PRODUCT ``�11I ii i o ° p y a " u - - - - 80.0 90,0as ,^,26-1/2" ggREVISED g ICodewith the FloridaEN �i�in Ti 37" 80" - - - 80.0 90.0 BuIdi NOA-No" 161013.09 �! �� 42" (7)- - - - - 80.0 90.0DDI L2 0392 49" - - - - 80.0 90.0 Expiration Date11/06/2018 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. B - LIMIT EXTERIOR + LOADS TO 70.0 PSF FOR STD. SILL. ( ) STD. TOP RAIL HEAVY DUTY TOP RAIL MiamrD de Product Control / ��®� STATC OF . km...: 0 ('`r I 2015 �i�i��/® c drawin no. 9 W03-56 s �0`�a� 5-1050 S-1050 i�TIi NAL Wso\ (sheet 2 of 8 ) • • ... .. .. . • . . . • • • • • . • . ... • . • • . . • 000 . . .• .. • • . . • . • ... . . . • . •. •. . • . . . .. . S. . 1BY [WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Y o: m MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S: WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f`c = 3000 PSI MIN. C-40 HOLLOW/F1LLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: Wi = 1-1/2" X 3/16" WEEPHOLES AT 4" W2 = 1-5/16" NOTCH AT EACH END PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 SERIES-1000 VENT WITH SPRING LOADED LATCHES FROM EACH END Expiration Date 11/06/2018 By Miamr Product Control CTIs 2s z C tt a C V a d cc u. L✓ c 0 m (305) 638-5158 0 U o 0 0 P U SILL W'STRIPPING REV UPDATED TO 2014 FBC 0 z a P U a n _v 0 al 0 o— a d 0 112 0 C I Y 0 See a drawing no. W03-56 sheet 3 of 8 • •5• • . ••• . . . .•• •. •. . • •• . •. •• . • • . . •. •. • •.• • • • • . •. •••• •• • •. • . •. •. • •• •• •• • . • • • • •• •. • • ••• ... • . • . • .. • . . . . . . • • • • • • TYPICAL ANCHORS . •. • • • SPiE•�LEN FOR SPA • �IP•� • . Ed 1By WOOD BUCK OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO BOTTOM LATCH SERIES-1050 VENT WITH SWEEP LATCHES OPTIONAL TO BOTTOM LATCH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 Expiration Date 11/06/2018 By Miami-D- • Product Control 111litilfi, 70592 : �`F _• ATE OF ' ! In 0 u B a Z 0 0 U SILL W STRIPPING REV UPDATED TO 2014 FBC REV. PER RER COMMENTS EDITORIAL CHANGES N 0 u'1 O N 0 CD x dote: 07-31-03 . o a U ' . v` drawing no. W03-56 (sheet 4 of 8 • • ... • . • ... •. •. . • •• . .. S. • • • • . •• •• •• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM MIAMI-DADE COUNTY APPROVED. MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH EXTERIOR WINDOW WIDTH WINDOW WIDTH OPTIONAL ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES1 001 1 FRAME HEAD 6063-T6 - 2 ES1002 1 FRAME SILL (STD.) 6063-T6 - 2A ES11O1 1 FRAME SILL (HI -RISE) 6063-T6 - 3 ES1003 2 FRAME JAMB 6063-T6 - 4 ES1005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - 4A ES1051 1 FIXED MTG. RNL (FOR SWEEP LATCH) 6063-T6 - 5 ES1004 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063-T6 - 5A ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 - 5A.1 ES2004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 ALTERNATE TO SA 58 ES1 052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063-T6 - 5C ES1053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 - 5C.1 ES1053A 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO 5C 6 ES1006 1 VENT BOTTOM RAIL 6063-T6 - 7 ES1007 2 VENT SIDE RAIL 6063-T5 - 8 ES100B AS ROD. GLAZING BEAD 6063-T6 - 8A ES1103 AS ROD. SQUARE GLAZING BEAD 6063-T5 - 9 ESI009 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6" FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 9B #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 10 ES1012 1/LATCH LATCH SPRING ST. STEEL - 1 1 ES1010 AS REOD. GLAZING WEDGE SOFT PVC DUROMETER 70t5 SHORE 'A' 11A 27-425 AS READ. GLAZING GASKET EPDM DUROMETER 60±5 SHORE 'A' 12 #8 X 1" 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON - 1 4 43620-187 AS RE ID. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 0300X190 AS REQD. FRAME SILL W'STRIPPING - Q-LON2 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 18 ES1013 2 SASH STOP - - 19 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 20 - 1 5/16" BOX SCREEN - OPTIONAL. 21 27-372 2/ LITE SETTING BLOCK. 7/16" X 3/16" X 3-1/2" LONG EPDM DUROMETER 75±5 SHORE A 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. 0o FOR SPACING SERIES-1000 SERIES-1050 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 Expiration Date 11/06/2018 By Miam Product Control OCT HIS 11L11111r/�� c (sheet 5 of 8 • . ••• • • • ••. •. .• • • .• . •• •• • • • • • •• •• •• • • • • • • . •• ••• •• • •• • • •• •• • •• • • • • • ••• a • • • • • • • • • • • • • • • • • a a - • • - •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING .• • • • •• •.• .• • • • • • • a • • • • •• • • • • •. • •• b• �' • ALT. 0 ALT. 6, TYPICAL ANCHORS SEE. ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MOW-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Ed mailtimu TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX SHIMS 0 ALT. 4=1:1iiwni '-417, TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 Expiration Date 11/06/2018 By , L� Miami-D a Product Control 0�l 3 i 2I013 Noonicoi . • 70592 �-�-AT€ OF O4,�®®N 1.\T \\ \‘ COMP -ANL\WO3-56ES N 0 8 0 N FAX. (305) 638-5158 O U UI 0 0 0 NO CHANCE THIS SHEET NO CHANGE THIS SHEET 4) 0 P 0 0 O C S II N 2 V drawing no. W03-56 sheet 6 of 8 • • • • • ••• • • • ••• S. •• •• • • •• •• • • • •• • • •• •• •• ••• • • • • • •• •••• • • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• ••• • • • ••• L 5 . _ • M •• •• • 3.3',• • • • 1.130 1.130 - .328I I- AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) c TEL (305) 264-8100 FAX. (305) 252-6978 COMP -AN L\W03-56ESJ • • • • II fir- • � D62 • 1809 : • --• • • • • • 1.344 1:,74 - .062 2.063 1.344 I .062 2.063 I .543 I - 2.190 .969 .062 • • •719 �- • • • • • • • • • • p�q 3 • • • • "11' • • • • •• i • • • • 770 .500 i �--� .813 .813 I 250 WEDGE • • • • • • • • • ,--2.268 19 FLUSH FRAME ADAPTER 2 3412 0 FRAME HEAD STD. 0 II- - .930 1 VENT TOP SERIES-1000 -.930 RAIL - STD- VENT 0BASE SERIES-1050 TOP II F--- RAIL GLAZING 11 SCALE 1 :1 POLYMER = EPOM RUBBER DENSITY = 10.26 Lbs/Gol 1.122 2.186 .813 1.630 .930 1.130 1.630 HARDNESS = 70f5 TENSILE STRENGTH = 905 PSI ELONGATION AT BREAK 273% TEAR STRENGTH = 1.343 Kip/ft 930 p BRITTLENESS TEMPERATURE = -40' F COMPRESSION SET = 27% (22h431158-F) 1.230 .078 1.421 2.330 p0 1.242 .062 1.400 1.2502 .147 2.063 1.250 I •153 .080 2.063 062 J ,062 - 1 0 VENT .760 LATCH SERIES-1000/1050 ALUM SINGLE HUNG WDW, (LM.L)) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 4---1.344 0 FRAME JAMB -I I 562 F-- O H.p_ SVEENETS -TO00P0 RAIL -I.562 O H.D. SVEENTS -T1O0P50 RAIL -1 �+-•147 I -�{ I -- j.329 I - 1.630 � 1.630 .803 .050 .803 _062 1.250 .147 M .125 2.063 1.250Eli •153 • .125 2.063 O SQUARE GLAZING .837 STOP O GLAZING .837 L- BEAD .062 - - .062 .868 -.949- 1 .715 r- -w H.D. SERIES-1000 --.562L .868 VENT TOP --- RAIL - H.D. - .868 VENT SERIES-1050 .5621-- TOP RAIL 813 t 1 g5 7 I .06201 (revisions: )I description ' LATCH OPTION ADDED ALT. GLAZING OPTION ADDED UPDATED TO 2014 EEC J 07,1415 REV. PER RER COMMENTS K 10.11.16 EDITORIAL CHANCES J .992 - .9921 1.250 D- 2.188 .062 O VENT -- 1.434 SIDE 813 RAIL } }f{i 489 1._b.149 0 VENT BOTTOM RAIL 1.250rkp .062 1.675 2.113 1.250 062 2.181 .994 2.457 ;7 MEETING 0 1.212 RAIL SERIES-1000 0MEETING 1.212 RAIL SERIES-1050 PRODUCT REVISED .062 h v -O O R 4 o CV = 2.457 .062 2.502 o x - ,:."-'7 0 n 'IILswlc 1/2• = rr. 1j I dr. by: HAMIO as complying with the Florida 1�11111111 I!1// Building Code \�� III �� // NOA-No. 16-1013.09 ��/i • • 1.335 i 3.127 .710 I I "ss� • GEN@•• Expiration Date 11106/201$By F `. . 0592 874 1.679 b M1amWa oduct Control 1 3 2015 _• •. �i,��---,14T1tIW03-56 IC) STATE(drawin 8I74 -1.679 9no. 2.331 FRAME SILL (STD.) 2.331T';�^ FRAME SILL (HI-RISE)sheet 7 of 8 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • •• • • •• • • • • ••• • •• •• • • •• •• • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • .•• • • • • • • • • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• • VENT CORNER DETAIL FRAME CORNERS DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1013.09 Expiration Date 11 /06/2018 BY —_7 e Product Control OCT € 1 Ls i s6 GENsi 92 ocz ®' SiAYE®F :•��� ) FAX. (305) 638-5158 O a 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS EDITORIAL CHANGES B 0 • w 6- H 0 0 0 0 0 0 0 `n i 0 • o drawing no. W03-56 (sheet 8 of 8 3 rn • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • • • • • •••• •• • •• • • •• •• • • •• • • • • • • • •• •• • • • • • • • • • • • • • •• • • 146 3/8" MAX. • • • •' • • • • • •(4) AIQCHORS • • • •' • ' • • OVERALL FRAME WIDTH • • • • • 35 3/118" • 76" MAX. 35 3/16" AT MTG. STILES AND MULLION ENDS SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH 6" •• • • • • 6 MAY• • •• •• •• • • • 3" 6" 3 _ 3" -PALS • • SI=L ••• • OOR• •• : • •••I • ••6 I I I \I I 3" 1 MAY -71 \- •I FRAME HEIGHT 93 1/2" MAX. LEAF HEIGHT 85 5/16" (STD. BOTT. RAIL) 81 9/16" il-PROFILE BOTT. RAIL) m ILUSH�I \ �A 'ilr II 17---i4a0 --- II / FLUSH BOLT` \ ---}I-_= I _ O // /, // // / /1 _ _/_ / / O F i/. ,/, / \ LOCK OPTIONS SEE SHEET %- FOR OA�ACITY\ / ,/, // // N N -IT____ ----__„/Z_ I I /. {�. �,� _ \ / 0 ' \ 14" MAX. 0 \Ir * FLUSH BOLT Z X / / / / -----I�---- I I I I \ \ / FLUSH 1 1 O O i \ A-----7 BOLT ACTIVE ,- F,r INACTIVE I I 111'I i I II 28 3/16" _ I I / 12" I I I 29 5/1 29 5/16" HEAXD D.L. OPG. 33 5/16" D.L. OPG. 36 13/16" ._._ ...._—. SILL D.L OPG. 33 5/16" o.kin u �n a lo DR SEI LOCK OPTION #1 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER SERIES-3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS, INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. FBC 2014 FACE APPLIED E MUNTINS BE USED (4) ANCHORS AT MTG. STILES 6" MAX. 76" MAX FRAME WIDTH 73" HEAD/SILL CORNERS DOOR OPNG. WIDTH 3" 6" 3" X rn LEAF HEIGHT BUTT HINGES SEE SHEET 2 FOR CAPACITY HAHN 2 PIECE HINGES SHEET 2 CAPACITY TYPICAL ELEVATIONS TESTED UNITS THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIOS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) Du3R CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 TSEP 5 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FL' bSH BOL1\ LOCK OPTIONS SEE SHEET 2 FOR CAPACITY / \ // // 1/ FLSH BOLT 28 3/16" D.L. OPG. ( xx ) LOCK OPTION #2 INACTIVE 12" MAX. HEAD SILL PIVOT HINGES SEE SHEET 2 FOR CAPACITY NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. DOOR LEAF WIDTH (X) = FRAME WIDTH — 2.8125" DOOR LEAF WIDTH (XX) = (FRAME WIDTH — 2.375")/2 DOOR LEAF HEIGHT = FRAME HEIGHT — 2.500" SIDELITE PANEL WIDTH = SIDELITE WIDTH — 1.875" ►RODUC t' REVS rsc•wp41Rewidttiek ed& israiliat Co& Aeclotsoce N. !!—o3/6-c6 £tpi&MNes Slate pF� (;t zo1'7 at at' j +Pret•cttl aKsc! N 0 V \`�11111111f/f/ W ,10 NSF•• 0592 if cr 0 COMP-ANL\WO4-51ESW (305) 638-5158 if; 0 N '5 a) 0 U 'O 0 0 0 B a a 0 a) a 0 HINGE & CLASS OPTIONS ADDED REV. PER RER COMMENTS .0 0 0 0 tri to 0 C x 8 0 0 a 0 drawing no. W04-51 rsheet 1 of 7 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • •• •• • • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • • • • • • • ••• • • • 'if RRME=WIDTI-r • I. • • • . • • LOCK OPTION 1 & 2 FRAME WIDTH II 0 \ \\ / / / / / //O \ \ \ I=1.1nti',111 I•1/2AZIN LOCK OPTION 1 & 2 • • A L• •. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) • • • • • 'FRAME NEIGHT • INCHES• FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' Sc 'E' 'F' 'G' & 'H' OPTION '1' '2' & '3' OPTION '1' OPTION '2' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) • • • • •15-S/' 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39-5/8 - 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 _ 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. M Lvvl`-, DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS A', 'B & 'D' 'C' & 'E' 'F' `G' & 'H' OPTION '1' '2' & '3' OPTION '1' & '3' OPTION '2' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 95-3/4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90,0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HINGES: OPTION #1: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP Sc BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION #2• FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP Sc BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1" FH MS (2) PER WING OPTION #3: SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 6" FROM TOP & BOTTOM D.L. OPENINGS: D.L.O. HEIGHT = 'LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: FRAME WIDTH LEAF WIDTH DAYLITE OPG. 31-1/2" 28-11/16" 20-1/16" 37-1/2" 34-11/16" 26-1/16" 39-5/8" 36-13/16" 28-3/16" 59-3/4" 28-11/16" 20-1/16 71-3/4" 34-11/16" 26-1/16" 76" 36-13/16" 28=3/16" HEIGHTS: NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. DAYLITE OPG. FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI -PROFILE BOTTOM RAIL 82-1/2" 80" 71-13/16" 68-1/16" 95-3/4" 93-1/4" 85-1/16" 81-5/16" LOCKING HARDWARE: ACTVE LEAF. OPTION #1' SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION #2' 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2"-OH MS OPTION #3- 4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2" OH MS INACTIVE LEAF (FOR USE WITH OPTIONS 1,2 & 3) CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. STD. SILL 7 1.500 7 2.000 HI -RISE SILL ,ROIAi1C r REVISED s• complylns will tits Maids balding 6•& Accepts/ate N. As 43/4.0 bo Eipldtls• flees f 2/ 1t//7 & m' Ib,.b r•i•It Coew+at tam 0592 EOF ••� Z 0 Ce 0 ft 0 O u. S U c) Q re ii C 0 .N ..5 m (305) 638-5158 0 o ov .0 e 0 HINGE & GLASS OPTIONS ADDED REV. PER RER COMMENTS a; a u; 0 ro 0 0 0 C x Y 51 0 0 0 0 n c drawing no. W04-51 sheet 2 of 7 ) • • •-• • • • ••• - • •• • • • • •• • - • • • •• •• •• • • • • • • •• ••• •• • •• • • •• •• • •• • • • • • 000 • • • • 000 • • • • • .•. • • •• • • • ••• • S➢ATIOINARY PANEL (0) OR SIDELITES • • • FRAMF• 1IDT• • • • • DESIGN LOAD CAPACITY - PSF FRAME HEIGHT o• FW.fIN. FRAME WIDTH INCHES GLASS TYPES 'A', 'H', 'D' 'C', 'E' 'F' 'G' & 'H' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ' • • • • 6j10-1 /2 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.3 70.0 80.0 42 70.0 74.6 74.6 74.6 74.6 74.6 70.0 74.6 7/0 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 50.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.0 70.0 80.0 8/0 33 70.0 80.0 87.6 87.6 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" z o a 0 w II- ce O w 3/16" H.S. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/16" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" H.S. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'E' co N D_ 0 w co 1) 0 W 3/16" H.S. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 3/16" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 1/4" H.S. GLASS .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' 1/8" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'F' 1/8" H.S. GLASS .090" Interloyer Butacite PVB By 'Kuroroy America, Inc.' 1/8" H.S. GLASS SILICONE DOW CORNING 795 z In GLASS TYPE 'C' 1/8" H.S. GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" H.S. GLASS SILICONE DOW CORNING 795 w GLAZING OPTIONS 0 w GLASS TYPE 'G' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL = +90.0 PSF a: 0 a LU w z U, 0 STD. SILL 1/8" H.S. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 5/32" H.S. GLASS HI -RISE SILL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE DOW CORNING 795 GLASS TYPE 'I)' 3/16" H.S. GLASS 090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 3/16" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'H' PRODUC f REVISED •solrrplyleig wMb OK Florida g �A •.,)6-dVd• €splrtWeDate t2//tf(7 a / yli'Prldr t Cael1V1 ` IR 16 I I � e• fit' ENSF'••. 05 // Z O a O a a O cc LL - SERIES-3000 ALUM OUTSWING FRENCH DOOR (LM.I) C 0 Co a) COMP—ANL\W04-51ESW FAX. (305) 638-5158 0 n. i 0 a, a m 0 REV. PER RER COMMENTS REV. PER RER COMMENTS a a) 0 v ai 0 h 0 0 C 0 dr. by: YARIO drowing no. W04-51 sheet 2.1 of 7 • • ••• • • • ••• •• •• • • •• • •. •• • • • • • • •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • • • • ••• • • AI . . • • _ . • • • • • • MULL4Oi7 •• • •• • • • • • • • •EIBEIG • • NI LOAD 4 AQTY - PSF SIDELITE W}DjH INCHES • :RAPE NEIOHT•u • • VAN.: 1 DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL ��ruRFtD REINFORCED REINFORCED t.4-?/INT.(a)• EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24 • • 27 30 33 36 39 42 • • • •• : • • 6/10-1/2 tp Q'Q ..• : Y 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 87.0 80.0 80.0 80.3 74.6 74.6 74.6 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 87.0 80.0 80.0 80.3 18 21 24 27 30 33 36 8/0 78.9 80.0 90.0 74.8 80.0 90.0 71.1 80.0 90.0 67.9 80.0 90.0 65.0 80.0 90.0 62.4 78.9 90.0 60.1 76.0 87.0 UNREINFORCED REINFORCED DOOR TO SIDELITE MUWON OVERALL FRAME W. �Ielm x ED g! x w DOOR FRAME SIDELITE WIDTH WIDTH ( xo ) ( OX ) OVERALL FRAME WIDTH OVERALL FRAME WIDTH x ED g! x w DOOR FRAME SIDELITE WIDTH WIDTH ( xo ) ( OX ) OVERALL FRAME WIDTH OVERALL FRAME WIDTH amO� © riumi j%r / ii i,r \ \ - DOOR SIDELITE FRAME WIDTH WIDTH ( OXO ) SIDELITE WIDTH OVERALL FRAME WIDTH rjn1ro , rr /i 'ri \ \\ 1 0 0 I. OVERALL FRAME WIDTH DOOR FRAME WIDTH SIDELITE WIDTH ( xoo ( ooX SIDELITE WIDTH OVERALL FRAME WIDTH / I \ / \ 4,5 \ / \ / \ / 0 / DOOR FRAME WIDTH OVERALL FRAME WIDTH SIDELITE WIDTH ( XOX ) 171r7 © .......; i 4 0 %i , r 0 I / 0 it ji ' r \ \ '0\\ .\\ // 1 \0 4r 'ii r / / © � 0 i. •=ice -r 0 / 0 '%� , r \ \ 'Q\\ // \ \ .%i. •% r / / i�� r r ji r 0 1 . ,0 . i , /, yi 'ji '- r \ \ O \ \ \ \ ji. � i / // / . A IN A Newo REINFORCED SIDELITE TO SIDELITE MUWON NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION CHART WILL APPLY TO ENTIRE. SYSTEM. SIDELITE WIDTH SIDELITE WIDTH 76" MAX. SIDELITE WIDTH WIDTH DOOR FRAME WIDTH ( OXX ) ( XXO ) SIDELITE WIDTH DOOR FRAME WIDTH ( OXXO ) SIDELITE WIDTH SIDELITE WIDTH DOUBLE (XX) DOOR WIDTH 39 5/8' MAX. SINGLE (X) DOOR WIDTH SI D ELITE WIDTH SIDELITE WIDTH SIDELITE WIDTH NC') 0 -0 ()000) ( OOXX ) DOOR FRAME WIDTH DOOR FRAME WIDTH PRODUC f REVISE w awptying with litbolding Cock Florida Accepts/we N• /6-43/6=04 EspwriS.prte /2//G//I bbk _ .(L.o Waif ;Cm C \`e66111AH U 1p10 • • C ' 7059 EOF ' ONAL 4.S \•• 'mow SERIES-3000 ALUM OUTSWING FRENCH DOOR COMP -ANL\W04-51ESW (305) 638-5158 C O .y '5 L 0 0. O ov 0 N 0 W a REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDED REV. PER RER COMMENTS a) O 0 N 0 N O a C S a 0 0 O 0 N 0 a drawing no. W04-51 sheet2.20f 7 re • • ••• • • • • • •• • • •• • •• • •• •• • • • •• • •• • • • • • •• •••• • • • • •• •• • •• •• • • • • • • • •• • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • EDGE DIST.• • • • TYPICAL ANCHORS 1 SEE ELEVATIONS A FOR SPACING •• •:� N p•*II .- .41. • • :•.. ' • It • •.>•- .• • • I.• • .• • • It • • • s••.: • .'• . A• °• • • •` ♦ • • ° •• .•'.-'• `i T, •__•r O SNAPPED IN PLACE 3/16" X 1-1/2" WEEP SLOT 1/SILL AT SIDELITES EDGE DIST. SHIM SPACE 74- I TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SNAPPED IN PLACE 3/4" MIN. THROW BOLT PENETRATION ° a10 w w Q ▪ N w QQ (. M O cL cn 1/2" MIN. THROW BOLT PENETRATION INTO SILL 3/16" X 1-1/2" WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS la EDGE DIST. OPERABLE UNITS EDGE ,DIST. d 1BY WOOD BUCK d OPTIONAL IM TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM SPACE HI —RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS BI-PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS PROH4JC P REVISED M c•i•piflrt wki !Yt nod& N•Nlint Grda Acceptwce N• rl -® 3/4. d 4 EipiaatiM i1•te ! Z/�„LT!P7 vMit,av' Pork rrodami C 4 \GEMS® • /If�jIill 7 RIDP. ' L�eee 4. el COMP-ANL\W04-51ESW SERIES-3000 ALUM OUTSWING FRENCH DOOR (LM.I.) FAX. (305) 638-5158 0 C 0 N 0 O E REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDED NO CHANGE THIS SHEET T 0 N 0 -0 N 0 0 43 0 C II m ti v 0 a C drawing no. W04-51 (sheet 3 of 7 • • ••• • • • •.• •• •• • • • •• •• • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••♦ • • • • • • .•• -. • • •• • • . . • • •• • •• • • • • EDGE DIST• • • •• :TYPICAL ANCHORS • • • • • • • E LEVATIONS Y FOR SPACING 0 m 0 •• • . :•Q • A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE (SEE BELOW) MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST.. 1- w TYPICAL ANCHORS SEE ELEV. FOR SPACING t SHIM SPACE WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ►Rotwc r REMO) as asseplytas north M•Iiiw WIt` rat AotqmMee N• —D /41, C C•M.M rate +fir t SERIES-3000 ALUM OUTSWING FRENCH DOOR (LM.I) J uJ tr csj Z M FAX. (305) 638-5158 c 0 IN j 0 0 .0. 0 CO U) 0 2 a O REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDEO REV. PER RER COMMENTS T 0 1) N 2". 0 Z 0 0 0 0 co 0 0 a v` drawing no. W04-51 (sheet 4 of 7 • • .•. . • • ••• •• •• • •• • S. •• • • • • • • • •• • • • • • • •. •••• •• • •. • • • • • • •. •. • • ••• • •• •• • • ••• . •.. • S. . • • •' • • • • • • • • • • • • • •• • • • • • • ••• • ••• • • 1/4" MAX. . • • SHIM •� _• . • • •.. •• • • • •• ••• •• • ••. • • • •.•• • • ••••• • •#10 X.3/4" SMS • E • •f E•• FROM ENDS / & 14" 0.C. MAX. D.L. OPG. SIDELITE PANEL WIDTH O HINGE OPTION #1 ACTIVE LEAF CONCEALED FLUSH BOLTS AT 10" FROM EACH END WITH LEVERS ON STILE FACE D.L. OPG LEAF WIDTH IIo (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) OVERALL FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) HINGE OPTION 13 EXTERIOR ( OXXO ) 3 POINT LOCK SYSTEM OR 4 POINT LOCK SYSTEM ACTIVE LEAF O CONCEALED FLUSH BOLTS AT 10" FROM EACH END WITH LEVERS ON INSIDE FACE IN -ACTIVE LEAF LOCK OPTION #1 CONCEALED FLUSH BOLTS AT 10" FROM EACH END WITH LEVERS ON INSIDE FACE IN -ACTIVE LEAF 25 IN -ACTIVE LEAF LOCK OPTIONS #2 & #Z PRODUC r REVISES awitplyln with tie FIo,W hill[!.; Coots Atcept.•tt fr._t.Oln EspiewMe II•we /2 / !7 . 414.1 /• C Sr43O. WIN' V14 redact C••et•i `` 0 1111I1/I/� • \Ac s . et At o'.••• *NAL �� III11111� tivie COMP-ANL\W04-51E CC w z N (305) 638-5158 C O N C a O. L U U a 0 O 0 a REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDED REV. PER RER COMMENTS a a 0 O 0 M O 0 C 2 0 0 0 n 6 v a drawing no. W04-51 sheet 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • TYPICAt ANCHORS SEE ELEV. FOR SPACING •• • • METAL STRUCTURE • • ••• • • • • •• • • • • • • • • • • • • • • • • ••• • ••• • •• • 1/4' MAX•• •• VII* SRA •• • • • • • • • • • • • ••• •• 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 39-5/8" MAX. FRAME WIDTH EXTERIOR ( X ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) ACTIVE LEAF JIO]I 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTION 1, 2 OR 3 OPTION 1 SHOWN (X-0) LOCK OPTION 1, 2 OR 3 OPTION 1 SHOWN OPTIONAL TRIM Fr (.i { a f � O ( 0-0 ) SIDELITE TO SIDELITE ►Roauc r r EMIR amiligAnd whit be Medi bigdint Gads An'iM••u IkhIL--- E.o.m.. u•re �� 1ML'a•' iitiwll, '►•dvet ••teed w I J 0 0 V CC La- 0 ALUM OUTSWIN Q: ( ) (305) 638-5158 C 0 N .> w 0 a U N a 0 m a cst a REV. PER RER COMMENTS HINGE k CLASS OPTIONS ADDED REV. PER RER COMMENTS U) 0 0 N 04 O 0 C 06-10-04 scale: 3/6" a 1" Cr Q V � V 0 O drawing no. W04-51 D U sheet 5.1of 7 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • • • • • •• • • • •••• •• • •• • • •• • • •• •• • • • • •a• • • • • ••• • .•• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• •• •• • • • • •• ••• •• • • • • •• • • • • • ••• •• • ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES3001-1 1 FRAME HEAD 6063-T6 - 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 - 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-T5 - 3A ES3025 1 FRAME SILL (HI -RISE) 6063-T5 - 4 ES3003-1 AS REQD. SIDELITE ADAPTER 6063-T6 - 5 ES3004 AS REOD. SHEAR PLATE ® ANCHOR LOCATIONS 6063-T6 3" LONG 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - 6A ES3024 2/ LEAF HI -PROFILE BOTTOM RAIL 6063-T5 - 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 8 ES3007-1 1/ LEAF DOOR LEAF - LOCK SIDE 6063-T6 - 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - 10 ES3008-1 AS READ. SIDELITE STILE 6063-T5 - 11 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS REQD. JAMB TRIM 6063-T5 OPTIONAL 14 ES3012 1 SILL COVER 6063-T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-T5 - 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 E53003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2, MASTER 17B M701 2/ LEAF DR HAHN 2 PIECE HINGE, AT 6" FROM EACH END DIE CAST ALUM SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS REQD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4" LONG 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REQD. MULLION REINF. CHANNEL (LENGTH = MULL HT. - 10") A36 STEEL - 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REQD. PANEL SILICONE STOP NEOPRENE - 30 - AS REQD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET SILICONE/EPDM TREMCO 31A ES-3000-G01 AS REQD. WEDGE GASKET SILICONE/EPDM TREMCO 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 Q/LON AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL 35 - AS REQD. 1/16" X 1/2" GLAZING TAPE URETHANE SAINT GOBAIN 36 - AS REQD. 1/8" X 1/2" GLAZING TAPE URETHANE SAINT GOBAIN PRODUC r REVISED veldt theft,* WM* Gmic AlesOlkoat Est.. 00,111111, n s�H 41°1"Iii o• ST41';Or ° ••30RIOP.•'°�� y�U Z 0 as a 0 0 cc u. SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.I.) r• co O Co COMP-ANL\W04-51ES FAX. (305) 638-5158 = 0 a 0 0 0) m P 0 a REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDED REV. PER RER COMMENTS. >, 0 a) O 0 N O Lrl ON O 0 O 0 io 15 0 C S a M I- drawing no. W04-51 sheet 6 of 7 • • •.. • .. .. . • . . • • • • . • • • • • • • • . •. • • . .•. • • • • • • . • • . •.. .. S. • • • . • . . • • • • . •.• 1.500 • . • . . .D• i� . •. • • . r• . . . 79 • 2.016 0 02 FRAME HEAD/JAMB Sd • • •.. • • • • • • •• •• . •. . ••• •• -1.608 - .060 .388 L1.500 --I 0 WEATHERSTRIP ADAPTER 3.350 .078 I�b ¢ IV .395 2.674 O5 SHEAR PLATE 4.000 -1.750-1 .078 3.500 .590 0 TOP/BOTTOM RAIL 11.000 r .800 .045 .852 13 JAMB TRIM (OPTIONAL) 2.674 .078 369,5 .750 3.350 0 SIDELITE ADAPTER 1.112 r_ .250 1.531 PANEL CLAMP 1.145 .475 .062i I .927 I� 1a SILL COVER SIDE LITE STILE 5/16" DIA. STEEL PIN 3.375 17 3 PIECE HINGE .125 27 MULLION REINF. CHANNEL 2.237 3.209 1.555 1.555 1.391 L- 3.602 DIE CAST ALUMINUM HINGE .300 .265 -�--�{ .4185 160 P MATERIAL = SILICONE/EPDM HARDNESS = 70±5 MATERIAL = SILICONE/EPDM HARDNESS = 70±5 GLAZING GASKETS SCALE 1:1 0 PIVOT HINGE 4.000 -{ HINGE STILE 1.984 Fes- 4.000 4.625 .094 .913 .590 1.750 7 O 0 LOCK STILE/KEEPER STILE 7.750 -1.750-1 ® HI -PROFILE BOTTOM RAIL FRAME tLL (STD.) 1.145 .490 .563 F-1 .078 4.000 1.954 .062 0 FRAME SILL (HI -RISE) 2.000 PRODUC 1' REVISED K caspiyiep with the FtorW, heading code AcreMe.ee Evirmiee Date f1/4 Wait" Melt ro y.0 J 0 0 0 U UJ W 0 8 r w La N FAX. (305) 638-5158 0 N 0 0 0. 0 U 0 m 0 HINGE do GLASS OPTIONS ADDED REV. PER RER COMMENTS _0 0 0 0 0 co 0 O 0 c date: 06-10-04 0 0 m dr. by: TARIO T V V U drawing no. W04-51 sheet 6.1 of 7 ) • • ••• • • • ••• .• •. • • • •. .• • • • • • • • • • • • • • . . •.• • • • • • • • • • • • • • • •00 • • • • ••• • •.• • • • ••• • • • . .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •90 . ••• • •• • • • •• •.• • • • • • se FRAME TOP- CORNER DOOR LEAF CORNER FRAME BOTTOM CORNER SIDELITE ADAPTER TOP CORNER SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SEALANT. SIDELITE ADAPTER BOTTOM CORNER STATIONARY PANEL OR SIDELITE CORNER asitrIC C REYI see llama Cod, 'Pi'''w• urn. Ca [t PerlaccCoetrat U� as 116 c � SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.i.) J w V) O j d C 0 U N U UPDATED TO 2014 REV. PER RER COMMENTS HINGE & GLASS OPTIONS ADDEO REV. PER RER COMMENTS .0 0 N 0 0 w 0 0 O C x r-- a 0 0 o a dr. by: TARIQ C. drawing no. W04-51 sheet 7 of 7 in mw sdz '0 0 0 c� z 0 w a O9 4" MAX. HEAD/SILL CORNERS D.L. OPG. SEE SHEET 2 / D.L. OPG. SEE SHEET 2 D.L. OPG. SEE SHEET 2 I I I ', l l I III; I I ) 1 1\_I_L E SEE SHEETS 3 & 4 D.L OPC. SEE SHEET 2 0; o' s B B ,/ jc / g // // . / // C) B 10 // // // // t I Iii\1 lir III I/II ►I\t ittt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`L- MAX. MULLION SPACING SEE SHEET 3 & 4 • T r� SEE 'E.S.\WINDOWS L.M.I. DOOR\NOA FOR DOOR RANG & DETAILS. ‘....__DOOR MULLION ANCHORS ANCHORS TYPE A, B, C OR D I SEE SHEET 7 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--) SEE SHEETS 5 & 5.1 TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. PRODUCT REVISED as complying with the Florida 'Acceplw Building Codslce No O�/T 2 Ex•irationDate Q / D7 By ., / le Miami r ade Product Conn U F- I fJ I a. 0 0 D.L. OPG. WIDTH SEE CHART SHEET 2 D.L. OPG. WIDTH SEE CHART SHEET 2 • • ••• • • • ••• • •• S. • • • •• •• • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • 000 • • • • 000 . • • •• • • • • • • D.L. bP: • WI�Tji •, • SEE CHART SHEET 2 00 • 00 • D.L. OPG. WIDTH SEE CHART SHEET 2 N ti cn U N • • • • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE' OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 AND 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEETS 5 & 5.1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP STEP 4 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. Os PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 A CN. 538 L 27201 • • • ••• • • •• • •• • • • •• • • • • • SERIES 8000 ALUM WINDOW WALL SYSTEM FAX. (305) 638-5155 revisions `0 a 0 m ai 0 0 3 8 UPDATED TO 2010 FBC UPDATED TO 2D14 FBC 0 0 m 0 0 C m v0 z v` u drawing no. W07-60 sheet 1 of 12 • • • • • • •• •• • • •• • •• •• GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 40" 84-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 130.0 56-1/4" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 40" 90-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 40" 96-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 127.2 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 102-1/2" 80.0 130.0 40" 44--1 /4" 80.0 130.0 48" 80.0 128.9 28" 80.0 130.0 " 32" 80.0 130.0 36" 108-1/2" 80.0 130.0 40"- 80.0 130.0 44-1/4" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 114-1/2" 80.0 130.0 40" 80.0 130.0 44-1/4" 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). 1 171 0 0 D.L.O. WIDTH D.L.O. WIDTH 0 D.L.O. HEIGHT SILICONE DOW CORNING 982 DOW CORNING 795 z rto ALTERNATE BUTTON BUMPER 8A IN LIEU OF VINYL SPACER() 1/4" HEAT STREN'D GLASS .090" Interloyer Kuraray Butocite PVB By 'Kuroroy Americo, Inc.' 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' • • ••• • • • ••• •• •S. • • •• • •• •• • • • • • • •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• • • • ••• • ••• • • • - •• • • �• •i • • • • • • • SILICONE DOW CORNING 795 n GLAZING OPTIONS PRODUCT REVISE[) complyingArilh the Florida . Building Code OS Acceptance No Expiration ate O Z 1 By I/.iarni ode Product Carl 1/4" HEAT STREN'D GLASS .090" Interlayer Kuroroy SentryGlos By 'Kuraray America, Inc: 1/4" HEAT STREN'D GLASS GLASS TYPE 'B' GLASS Engr: JAVAD AHAUID CML FLA. PE # 70592 CAN. 3538 Ju 2015 •• I • • • • • • • 1 • I w • • • ••• •• •• • • • • • • ••• • ••• • •• •• • • • • • ••• •• FAX. (305) 638-5158 `0- n w 0 2 0 N 0 B a UPDATED TO 2014 FBC a a C O y .5 112 0 8 P 0 0 0 N 0 C CO 0 U, 0 8 0 it 1,4 drawing no. W07-60 sheet 2 of 12 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JL' JAMB 'J1' JAMB 'J2' JAMB 'J3' JAMB 'J3' MULL 'M1' MULL 'M2' MULL 'M3' MULL 'M4, I WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36" 42" 48' 54" 60" 86-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30" 36" 42' 48" 54" 60' 90" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 113.7 130.0 130.0 130.0 30" 36" 42" 48" 54" 60' , 96" 130.0 130.0 130.0 130.0 130,0 130.0 130.0 130.0 119.9 130.0 130.0 130.0 107.5 130.0 130.0 130.0 98.4 130.0 127.9 130.0 91.5 130.0 118.4 130.0 30" 36" 42" 48" 54" 56" 96-1/2° 130.0 130.0 130.0 130.0 126.4 130.0 130.0 130.0 110.5 130.0 130.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 130.0 30" 36° 42' 48" 54" 56" 102" 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 130.0 130.0 88.6 130.0 123.2 130.0 80.7 129,9 111.8 130.0 78.6 126.4 108.7 129.9 30" 36` 42' 48" 53" 108' 112.4 130.0 130.0 130.0 95.0 130.0 130.0 130.0 82.8 130.0 122.5 130.0 73.8 118.8 108.9 130.0 68.1 109.6 100.2 119.7 30" 36' 42" 48" 52" 110-1/2" 104.8 130.0 130.0 130.0 88.5 130.0 130.0 130.0 77.1 123.9 116.8 130.0 68.7 110.5 103.7 124.0 64.3 103.4 96.9 115.8 30' 36' 42" 46" 50" 114- 95.3 130.0 130.0 130.0 60.4 129.3 126.1 130.0 69.9 112.5 109.4 130,0 62.3 100.1 97.1 116.0 60.1 96.7 93.7 112.0 30" 36" 42" 48" 120" 81.5 130.0 130.0 130.0 68.6 110.4 113.5 130.0 59.6 95.9 98.3 117.5 53.0 85.2 87.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED AMU OPTIONS BULL OPTIONS TOP 41P FRAMEHEfV J W1 WIDTH (W) = W1 AT FRAME JAMB W1 WIDTH (W) = AT FRAME MULLION W2 WI + W2 2 JAMB 'JL" Ix IN-4 Sx IN-3 6.6509 2.6421 MULLION 'Ml' Ix IN-4 Sx IN-3 6.7195 2.6757 JAMB 'J2' Ix IN-4 Sx IN-3 10.6486 4.4452 MULLION 'M2' IIx IN-4 Sx IN^3I 10.8072 3.7590 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Exit' olio i ate By, Mi I '.adcProduct Coulro JAMB 'J3' Ix IN-4 Sx IN"'3 ALUMINUM 6.6509 2.6421 STEEL 2.7506 1.2225 TOTAL Ix ALUM + Ix SIL x 2.9 14.6276 MULLION M3' Ix IN"-4 Sx IN-3 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2225 TOTAL Ix ALUM+Ix S11. x 2.9 14.6962 MULLIONS • • ••• • • • ••• •• •S. • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • • •• • • •• • • •• •• • • • • • • . • •• • • ••• • • • • • • • • • • • • • • • • • • • •• • . • • • • • • • •• • MULLION 'M4' Ix IN.'4 Sx IN-3 ALUMINUM 6.7195 2.6757 STEEL 3.7533 3.5717 TOTAL Ix ALUM + Ix sTL X 2.9 17.6047 Engr: JAVA0 AHMAD CML FLA. PE 14 70592 C.A.N1 3538 7 2015 • • • • • • /41 • n te Q to • C SERIES 8000 ALUM WINDOW WALL SYSTEM (LM.I) FAX. (305) 638-5158 in O 'N 0 U co v UPDATED TO 2014 FBC n ru O 0 0 0 N 0 0 d 0 N 0 C u t`� C- .•0 drowing no. W07-60 (sheet 3 of 12) • ••• •• • • • • • • • • • • • •• •• • • •• • MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL IAMB 'J1' JAMB 11' JAMB 'J2' JAMB 'J3' JAMB 'J3' J DIMS. MULL 'MI MULL 'M2' MULL 'M3' MULL 'M4, to WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT, (-) 30' 36' 42" 48' 54- 60' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 79" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30° 36' 42' 48' 54" 60° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 86-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.1 130.0 130.0 130.0 106.3 130.0 127.2 130.0 30' 36" 42' 48' 54' 60" 90" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.0 130.0 130.0 130.0 104.9 130.0 130.0 130.0 94.4 130.0 117.5 130.0 30" 36' 42" 48- 54' 60' 96" 130.0 130.0 130.0 130.0 129.6 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 129.0 130.0 86.4 130.0 114.7 130.0 77.8 125.1 103.2 123.4 30' 36" 42' 48' 54' 58" 98-1/2" 130.0 130.0 130.0 130.0 120.0 130.0 130.0 130.0 102.8 130.0 130.0 130.0 90.0 130.0 122.6 130.0 80.0 128.7 109.0 130.0 74.5 119.8 101.4 121.2 30" 36' 42" 48' 54" 56" 102" 129.7 130.0 130.0 130.0 108.1 130.0 130.0 130.0 92.6 130.0 130.0 130.0 81.0 130.0 114.3 130.0 72.0 115.9 101.6 121.4 69.5 111.7 98.0 117.1 30' 36" 42' 48" 53" l OB" 109.2 130.0 130.0 130.0 91.0 130.0 130.0 130.0 78.0 125.5 116.5 130.0 68.3 109.8 102.0 121.9 61,8 99.5 92.3 110.4 30' 36' 42" 48" 52° 110-1/2" 102.0 130.0 130.0 130.0 85.0 130.0 129.9 130.0 72.8 117.2 111.3 130.0 63.7 102.5 97.4 116.4 58.8 94.6 89.9 107,4 30' 38' 42' 48" 50' 114" 92.9 130.0 130.0 130,0 77.4 124.5 122.0 130.0 66.3 106.7 104.6 125.0 58.0 93.4 91.5 109.4 55.7 89.6 87.8 105.0 30" 36' 42' 48" 120" 79.6 128.1 130.0 130.0 66.4 106.7 110.1 130.0 56,9 91.5 94.4 112.8 49.8 80.1 82.6 98.7 iNANCHORED IMB OPTIONS ULL OPTIONS INTERMEDIATE HORIZONTALS \ FRAME HEIGHT W1 WIDTH (W) = W1 AT FRAME JAMB INTERMEDIATE HORIZONTALS \ FRAME HEIGHT J L W1 I WIDTH (W) - AT FRAME MULLION W2 WI + W2 2 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. JAMB 'J1' Ix 1N-4 Sx IN".3 6.6509 2.6421 MULLION 'M1' Ix IN-'4 Sx IN-3 6.7195 2.6757 [1 JAMB 'J2' Ix IN-4 Sx IN-3 10.6486 4.4452 MULLION 'M2' Ix IN-4 Sx IN-3 10.8072 3.7590 PRODUCT REVISED as complying with the Florida Bending Code Acceptance No on Date By MI ade Product Control JAMB 'J3' Ix IN-4 Sx IN-3 ALUMINUM 6.6509 2.6421 STEEL 2.7506 1.2225 TOTAL Ix ALUM + Ix ST1. X 29 14.6276 MULLION M3' Ix IN-4 Sx IN-3 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2225 TOTAL Ix ALUM + Ix STL X 2.9 14.6962 g.o MULLIONS • • ••• • • • ••• •• •• • • •• • •S. •• • • • • • •• •• •• •• • • • • • • •• ••• • • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • MULLION 'M4' lx IN-4 Sx IN-1 ALUMINUM 6.7195 2.6757 STEEL 3.7533 3.5717 TOTAL Ix ALUM + he OM X 2.9 17.6047 Engr; JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 ,11' 21 2015 • • • f n • • SERIES 8000 ALUM WINDOW WALL SYSTEM (L.M.I.) • • • • •• • • • • • • • • • • • • ••• •• • • •• • r • • • • • • ' • • (305) 638-5158 iA 0 N 4) C 0 n 0 U/ 0 0 UPDATED TO 2014 FBC 211 N 0 U 0 8 0 0 0 C a m date: 08-03-07 ) 0 1 n to drawing no. W07-60 (sheet 4 of 12 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES WI W2 WIDTH (W) a W1 + W2 2 1-"12-. 4' 4" E.S. WINDOWS DOOR SEE SEPARATE NOA W2 WIDTH (W) — WI + W2 2 A2, B2. C2. D2 A3. B3. C3 D3 4" 3" 3" A4. B4. C4. D4 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = 4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = 4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = 4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. FRAME HEIGHT WIDTH (W) 21 W2 + A5, B5. C5 3" E.S. WINDOWS —DOOR do TRANSOM SEE SEPARATE NO • W1 W2 WIDTH (W) - PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex ion Dote By Mi Product Co • I W1 + W2 2 SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. .OS ANCHORS Engr: JAVAD AHMAD CML FIA. PE 9 70592 CAN, 3538 '2015 • •S. •• • • • • •• • • • • • ••• • • • • ••• •• • •• •• •• • •• •• • • • •• ••• •• • •• • • •• •• •• • • • •• • • ••• • • . . * . • I. • • • • • • • • • • • • • •• • •• • •• • 03 • V ro • • FM. (305) 638-5158 • 0 N v 0 44 4 fl 4) NO CHANGE THIS SHEET UPDATED TO 2014 FSC a 0 0 V 0 0 ri O • • ••• • • • • •• •• • 0 C dote: 08-03-07 3 dr. by: HAHID L drawing no. W07-60 • • • •• •• (sheet 5 of 1 2 ) • • • ••• • • • ••• • •• • •• • •• •• • • • • • •• •• •• • • • •• • • •• ••• • •• •• • • • • • •• •• • • • ••• • • •• • • ••• • •. • • • • • • • • • • • • Y^ • ANCHOR LOAD CAPACITY - PSF• EXT.(+) & NT.(-) • • i• • • • • • � • o 1/2" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/4" MAX. SHIM I o NOMINAL DIMS. ANCHORS TYPE A' ANCHORS TYPE 'B' ANCHORS TYPE C' ANCHORS TYPE A' ANCHORS TYPE B' ANCHORS TYPE C. ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 D2 D3 D4 4,41 • w • • 30" 64.7 97.1 t 29.5 130.0 73.6 110.4 130.0 130.0 127.6 130.0 130.0 130.0 85.9 128.9 130.0 130.0 97.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 • •• E • • 36" 54.0 80,9 107.9 130.0 61.3 92.0 122.7 130.0 106.4 130.0 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 130.0 130.0 130.0 130.0 130,0 130.0 130.0 130.0 130.0 • • • 42" 72" 46.2 69.4 92.5 115.6 52.6 78.9 105.1 130.0 91.2 130.0 130.0 130.0 61.4 92.1 122.7 130.0 69.7 104.5 130.0 130.0 120.6 130,0 130.0 130.0 130.0 130.0 130.0 AL-FAROOQ CORPOR ENGINEERS & PRODUCT DEVELOI 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264.8100 FAX. (30A 48' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115,0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 54' 36.0 54.0 71.9 89.9 40,9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130,0 130.0 60" 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 L121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 30" 59.8 89.6 119.5 130.0 67.9 101.9 130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 530.0 130.0 130.0 36° 49.8 74.7 99.6 124.5 56.6 84.9 113.2 130.0 98.2 130.0 130.0 130.0 65.1 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 130.0 130.0 130.0 130.0 130.0 42" 78" 42.7 64.0 85.4 106,7 48.5 72.8 97.1 121,3 84.1 126.2 130.0 130.0 56.7 85.0 113.3 130.0 64.3 96.5 128.6 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 48" 37.4 56.0 74.7 93.4 42.5 63.7 84.9 106.2 73.6 110.4 130.0 130.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6 130.0 97.4 130.0 130,0 130.0 117.8 130.0 130.0 54" 33.2 49,8 66.4 83.0 37.7 56.6 75.5 94.4 65.4 98.2 130.0 130.0 44.1 66.1 88.1 110.2 50.0 75.0 100.0 125.1 86.6 129.9 130.0 130.0 104.8 130.0 130,0 60" 29.9 44.8 59.8 74.7 34.0 51.0 67.9 84,9 58.9 88.4 117.8 130.0 39.7 59.5 79.3 99.1 45.0 67.5 90,0 112.6 78.0 116.9 130.0 130.0 94.3 130.0 130.0 30' 53.9 80.8 107.8 130.0 61.3 91.9 122.5 130.0 106.2 130.0 130.0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36" 44.9 67.4 89.8 112.3 51.1 76.6 102.1 127.6 88.5 130.0 130.0 130.0 59.6 89.4 119.2 130.0 67.7 101.5 130.0 130.0 117.2 130.0 130.0 130.0 130.0 130.0 130.0 _ 42' 38.5 57.7 77.0 96.2 43.8 65.6 121.4 130.0 1 86-1/2" 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127.7 58.0 87.0 116.0 130.0 100.4 130.0 130.0 130.0 130.0 48" 33.7 50.5 67.4 84.2 38.3 57.4 76.6 95.7 66.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 SERfES18000 ALUM WINDOW WALL SYSTEM (LM.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 54' 29.9 44.9 59.9 74.9 34.0 51.1 68.1 85.1 59.0 88.5 118.0 130.0 39.7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 130.0 130.0 60' 26.9 40.4 53.9 67.4 30.6 45.9 61.3 76.6 53.1 79.7 106.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127.5 130.0 30' 51.8 77,7 103.6 129.5 58.9 88.3 117.8 130.0 102.1 130,0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36" 43.2 64.7 66.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57,3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 42" 90• 37.0 55.5 74.0 92.5 42.1 63.1 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122.7 55.7 83.6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 130.0 48' 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 54' 28.8 43.2 57.6 71.9 32.7 49.1 65.4 81.8 56.7 85.1 113.4 130.0 38.2 57.3 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 130.0 90.8 130.0 130.0 60' 25.9 38.8 51.8 64.7 29.4 44.2 58.9 73.6 51.1 76.6 102.1 127.6 34.4 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 SEE SHEETS 5 AND 8 30" 48.6 72.8 97.1 121.4 55.2 82.8 110.4 130.0 95.7 130.0 130.0 130.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 530.0 130,0 130.0 FOR ANCHOR DESCRIPTION. 36" 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121,9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 42" 96" 34.7 52.0 69.4 86.7 39.4 59.1 78.9 98.6 68.4 102.6 130.0 130.0 46.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 109.4 130.0 130.0 PRODUCTREYISSD 48' 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86,3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0 as complying with the Florida 54" 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 Building Code iG - 60" 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114,9 130.0 12 ExpirtuloD Data Expiration Dato 30" 47.3 71.0 94,7 118.3 53.8 80.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.6 130.0 71.3 107.0 130.0 130.0 123.5 130.0 130.0 130.0 130.0 130.0 130.0 36" 39.4 59.2 78.9 98.6 44.8 67.2 77.7 130.0 124.4 130.0 130.0 B' 89.7 112.1 116.6 130.0 130.0 52.3 78.5 104.7 130.0 59.4 89.1 118.8 130.0 102.9 130.0 130.0 M DUO 42' 98-1/2' 33.8 50.7 67.6 84.5 38,4 57.6 76.9 96.1 66.6 100.0 130.0 130.0 44.9 67.3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.0 130.0 130.0 106,7 130.0 130.0 IMI oduct UPDATED TO 2014 FBC 48" 29.6 44.4 59.2 73.9 33.6 50.4 67.2 84.1 58.3 87.5 116.6 130.0 39.3 58.9 78.5 98.1 44.6 66.8 89.1 111.4 77.2 115.7 130,0 130.0 93.3 130.0 130.0 O w 54" 26.3 39.4 52,6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.3 69.8 87.2 39.6 59.4 79,2 99.0 68.6 102.9 130.0 130.0 83.0 124.4 130.0 O 30' 45.7 68.6 91.4 114.3 52.0 77.9 103.9 129.9 90.1 130.0 130.0 130.0 60.6 91.0 121.3 130.0 68.9 103.3 130.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 J 36" 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108,2 75.1 112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 < o 42" 102" 32.6 49.0 65.3 81.6 37,1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 43.3 65.0 86.6 108.3 49.2 73.8 98.4 123.0 85.2 127.7 130.0 130.0 103.0 130.0 130.0 FL1 n 48" 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 130.0 37.9 56.9 75,8 94,8 43.0 64.6 86.1 107.6 74.5 111.8 130.0 130.0 90.1 130,0 130.0 5 N 54- 25.4 38.1 50.8 63.5 28.9 43.3 57.7 72.2 50.0 75.1 100.1 125.1 33.7 50.5 67.4 84.2 38.3 57.4 76.5 95.6 66.2 99.4 130.0 130.0 80.1 120.2 130,0 W 4) v 30° 43.2 64.7 86.3 107.9 49.1 73.6 96.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130,0 130.0 130.0 130.0 130.0 >, 36' 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 CC p .0 42" 108" 30.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 102.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 130,0 130.0 w N c ,i a -. 48' 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 130.0 85.1 127.7 130.0 H i v - 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 30' 42.2 63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 124.7 130.0 130.0 56.0 84.0 112.0 130.0 63.6 95.3 127.1 130.0 110.1 130.0 130.0 130.0 130.0 130.0 130.0 3 ANCHORS 0 0 36" 35.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9 130.0 130.0 46.7 70.0 93.3 116.6 53.0 79.4 105.9 130.0 91.7 130,0 130.0 130.0 110.9 130.0 130.0 42" 110-1/2" 30,1 45.2 60.3 75.3 34.3 51.4 68.5 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 113.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 Z LLI n o 48" 26.4 39.6 52.7 65.9 30.0 45.0 59.9 74.9 52.0 78.0 103.9 129.9 35.0 52.5 70.0 87.5 39.7 59.6 79.4 99.3 68.8 103.2 130.0 130.0 83.2 124.8 130.0 w Engr: JAVAO AHNAO n 2 30' 40.9 .61.3 81.8 102.2 46.5 69.7 93.0 116.2 80.6 120.9 130.0 130.0 54,3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 CIVIL FLA. PE # 70592 o 36" 114" 34,1 51.1 68.2 85.2 38.7 58.1 77.5 96.8 67.2 100.8 130.0 130.0 45.2 67.8 90.4 113.1 51.3 77.0 102.7 128.4 88.9 130.0 130.0 130.0 107.5 130.0 130.0 CO C.A.N. 3538 o 5,42" 29.2 43.8 58.4 73.0 33.2 49.8 66.4 83.0 57.6 86.4 115.2 130.0 38.8 58.1 77.5 96.9 44.0 66.0 88.0 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 0 6 u c t 48" 25.6 38.3 51.1 63.9 29.1 43.6 58.1 72.6 50.4 75.6 100.8 125.9 33.9 50.9 67.8 38,5 77.0 96.3 66.7 100.0 130.0 130.0 80.6 120.9 130.0 I. 84.8 57.8 30" 38.8 58.3 77.7 97.1 44.2 66.2 88.3 110.4 76.6 114.9 130.0 130.0 51.6 77.3 103.1 128.9 58.5 87.8 117.1 130.0 101.3 130.0 130.0 130.0 122.6 130.0 130.0 0 / drawing no. 36" 120" 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 PE 2(11') W07-60 42' 27.7 41.6 55.5 69.4 31.5 47.3 63.1 78.9 54.7 82.0 109.4 130.0 36.8 55.2 73.6 92.1 41.8 62.7 83.6 104.5 72.4 108.6 130.0 130.0 87.5 130.0 130.0 W 1- 48' 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 z J ' (sheet 5,1of 12) • ••• •• • • • • • • • • • • • • •• ••• • • •• DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL 'MDL' JAMB 'DI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 60 86-1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.4 120.0 120.0 120.0 32 36 42 48 54 98-1/2 109.5 120.0 120.0 120.0 104.2 120.0 120.0 120.0 97.2 120.0 120.0 120.0 91.1 120.0 120.0 120.0 85.7 120.0 116.6 120.0 32 36 42 48 110-1/2 77.6 120.0 118.4 120.0 73.8 114.4 112.7 120.0 68.8 106.7 105.1 120.0 64.5 100.0 98.5 117.7 E.S. WINDOWS DOOR SEE SEPARATE NOA ®OR D® OR /' 45 1/2" MAX. DOOR WIDTH SIDELITE WIDTH SEE CHART \ II JJJ 43 3/4" MAX. CL TO CL DIM. 7i JAMB 'JDI' JAMB 'JD2' Ix IN"4 Sx IN-3 6.570 2.7226 rIx IN-4 10.6577 Sx IN-3 3.8057 .j. N co O x 0 0 S C9 z 0 0 0 a ALUMINUM STEEL INTERMEDIATE -HORIZONTALS OPTIONAL I 1 87 1/ " MAX. DOOR WIDTH @ OR OR SIDELITE WIDTH SEE CHART \ / \ ` i» / \ 1 I, / I \Nile I 85 3/4" MAX. CL TO CL DIM. 7� JAMB JD3' MULLION 'M01' MULLION 'MD2' Ix IW4 6.570 2.7506 Sx IN"'3 2.7226 1.2224 TOTAL bt ALUM + Ix SIL X 2.9 14.5467 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 Z 0 0 0 0 MULLION 'MD3' Ix IN-4 Sx IN"'3 6.7195 2.6757 10.8072 4.4788 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.224 TOTAL Ix ALUM + Ix S L X 2.9 14.6962 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL 'MD1' JAMB 'JDl' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT (+) INT. (-) EXT. (+) INT. (-) EXT. (4) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 98-1/2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.7 90.0 90.0 90.0 32 36 42 48 110-1/2 77.6 90.0 90.0 90.0 73.8 90.0 90.0 90.0 68.8 90.0 90.0 90.0 64.5 90.0 90.0 90.0 32 36 42 48 114 70.6 90.0 90.0 90.0 67.2 90.0 90.0 90.0 62.7 90.0 90.0 90.0 58.7 90.0 90.0 90.0 32 36 42 48 120 60.6 90.0 90.0 90.0 57.6 89.4 90.0 90.0 53.8 83.3 89.1 90.0 50.4 78.1 . 83.5 90.0 E.S. WINDOWS 000R SEE SEPARATE NOA 45 1/2" MAX. DOOR WIDTH 0 OR I / / re (Or OR / U ® / w , I✓ I \ \ I I \ II I \ II 1 43 3/4" MAX. SEE CHART CL TO CL DIM. y PRODUCT REVISED as complying with the Florida Building Code Acc No Exp ate Exp tioa Date ili- 97. ° By Miami 0 0 co x LT, L1 z a ce 0 00 MULLION 'MD4' SIDELITE WIDTH Ix IN"4 Sx IN-3 ALUMINUM 6.7195 2.6757 STEEL 3.7533 3.5717 TOTAL k ALUM + Ix SIL X 2.9 17.6041 • • ••• • • • ••• • •• • •• • •• •• • • •• • • •• •• •• •• • • • •• • • •• ••• •• • • •• • •• •• •• • •• •• •• • • • • • • •• •• • • • • • • •. • •• • • • • • • • • • • • • • •• • • • • • • • • • •• • DOOR--WINDOWALL TRANSITION MULLION Engn JAVAD AHMAO CML ILA PE N 70592 CAN. 538 Q ?ri • • • • • • Ifi�rr• ♦r a i •iIy • •O O•• o I M 0. xx CC O U. 0 1M o o R re pN • tM V. N u. 0 461E r ' of • • • • •• • • • • • • • ••• • 1•• •• • 1• • • • �•• •• 0 U to 0 xe 0 .0 93 9 8 0 a 0 0 Cl 0 C 0 0 0 .8 drawing no. W07-60 sheet 6 of 12 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL 'MD1' JAMB 'MI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB '3D3' MULL 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (--) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 60 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.4 90.0 90.0 90.0 81.0 90.0 90.0 90.0 30 36 42 48 54 102 86.3 90.0 90.0 90.0 80.9 90.0 90.0 90.0 76.2 90.0 90.0 90.0 71.9 90.0 90.0 90.0 68.2 90.0 90.0 90.0 30 36 42 48 108 69.6 90.0 90.0 90.0 65.4 90.0 90.0 90.0 61.7 90.0 90.0 90.0 58.5 90.0 88.3 90.0 30 36 42 48 114 57.2 88.7 90.0 90.0 53.9 83.6 85.3 90.0 51.0 79.0 80.7 90.0 48.3 74.9 76.6 90.0 30 36 42 48 120 47.8 74.1 78.7 90.0 45.1 69.9 74.4 88.9 42.7 66.2 70.5 84.2 40.5 62.8 67.0 80.1 DOOR-WIND OWALL TRANSITION MULLION JAMB 'JD'' Ix IN"4 Sx IN-3 6.570 2.7226 JAMB 'JD2' Ix IN-4 10.657 7 Sx 3.8057 ALUMINUM STEEL 0 x W ce U U U, E.S. WINDOWS -DOOR & TRANSOM SEE SEPARATE NOA 1-0OR i OR O SIDELITE WIDTH SEE CHART r 85- 3/4" MAX. DOOR WIDTH JAMB JOB' MULLION 'MDI' MULLION 'MD2' Ix IN-4 6.570 2.7506 Sx IN-3 2.7226 1.2224 TOTAL Ix ALUM + Ix SD. X 2.9 14.5467 Ix IN"4 6.7195 Sx IN"3 2.6757 Ix IN"4 10.8072 Sx IN-3 4.4788 0 c) S 6 0 cc 0 O S DOOR MULLION ANCHOR LOAD CAPACITY - PSF EXT. +) & INT.(-) NOMINAL 1/2" MAX. SHIM SPACE DIMS. HEAD ANCHORS TYPE 'C' SILL ANCHORS TYPE 'C. WIDTH (W) FRAME HEIGHT C4 C5 C3 30 36 42 48 54 60 90.0 90.0 90.0 90.0 90.0 90.0 96 90.0 90.0 90.0 89.4 90.0 90.0 85.5 90.0 90.0 81.8 90.0 90.0 30 36 42 48 54 102 90.0 90.0 90.0 90.0 90.0 90.0 89.9 90.0 90.0 85.7 90.0 90.0 81.8 90.0 90.0 30 36 42 48 108 90.0 90.0 90.0 90.0 90.0 90.0 86.3 90.0 90.0 82.2 90.0 90,0 30 36 42 48 114 90.0 90.0 90.0 87.5 90.0 90.0 83.0 90.0 90.0 79.0 90.0 90.0 30 38 42 48 120 89.3 90.0 90.0 84.4 90.0 90.0 80.0 90.0 90.0 76.0 90.0 90.0 'C4' AT HEAD PRODUCT REVISED us complying with the Florida Building Code i1 Acceptance. No Exp Lion Date ii '''7!X • By //i....'.•_.' . Miami ado Produci Control 4 I, l l/1 jJ MULLION 'MD3' ALUMINUM lx IN-4 6.7195 Ss IN-3 2.6757 STEEL 2.7506 1.224 TOTAL Ix ALUM + SR X 2.9 14.6962 2 MULLION 'MD4' ALUMINUM 3" 3" S 3" 'C5' AT HEAD 3" • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • •• •• • • •• •• • •• •• • • • • • • • . •• • • • • • • •. • a • • • • • • • • • • • • •• • • • • • • • • • •• • 'C3' AT SILL ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. Ix IN" 4 6.7195 Sx IN-3 2.6757 STEEL 3.7533 3.5717 TOTAL Ix ALUM + Ix 51L X 29 17.6041 TRANSITION MULLION ANCHORS Engr: JAVAD AHMAO CML F1A. PE I1 70592 h�N. 3538 •Al101) • • • 0 3 • • • • • • •• • • • • • • • • • • • ••• •• • • •• • • • • ••• •• J -J 0 CD W FAX. (305) 638-5158 0 0 0 U u v a = g UPDATED TO 2014 FBC m 0 '0 o S 0 0 0 0 c date. 08-03-07 CO U 1 v` drawing no. W07-60 sheet 7 of 12) FRAME HEIGH TYPICAL ANCHORS SEE ELEV. FOR SPACING e 4 1 BY WOOD BUCKS 0 J I I II IIj a 0 J n . TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FIR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD do SILL ea in MCL U) NQ w O =co 00 0 INTERIOR FINISHES NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY w U) 'co!iL-.(7) U)CC M wN UI 1J 0 0 = en O OC 0 U) en METAL STRUCTURES PRODUCT REVISED as complying witlthe Florida Building Code Acceptance No Expiration Date BY SEALANTS: Product Con ALL FRAME CORNERS, JOINT, MULLION SEAMS- ND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. L • • ••• • • • ••• •• •• •• •• • •• •• • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• •• • • ••• • • • • • ••• • ••• is ft •• • •• •• • • • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES L — INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'B'' 1/4" DIA KWIK CON II BY 'HILTI' (Fu..163 KSI, Fy=157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. MCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. •• I • I • I • • •• • TYPE 'D'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 1 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED. OR PAINTED) ANCHOR EDGE DISTANCES LINTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. s WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C N. 3538 2015 • • (13 / 0 0 • � w 41) • a • • • (305) 638-5158 • ••• •• • • • • • • • • ••• • ••• •• • • •• • • • • • ••• •• ( U) C O N .5 C 0 a 0 0 N w z UPDATED TO 2014 FBC .o U, O a 0 2. 0 1 0 0 N 0 C m 0 c 1.1 a dr. by: HAMID a U drowing no. W07-60 sheet 8 of 1 2 1BY WOOD BUCKS ti 3/8" MAX. SHIM SPACE SEE ELEV. FOR SPACING rff !i JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING GAP 0 11{ :' 1-1/8" MAX. 1/4" MN. A 4 WITHOUT REINF. OSEE SHEETS 3 & 4 FOR CAPACITY mrim Ey ...... eligj D.L. OPG. Y ME Mn M WHEW EXTERIOR FRAME WIDTH 3/8" MAX. SHIM SPACE SEE ELEV. FOR SPACING D.L. OPG. JAMB ANCHORS -OPTIONAL r SEE ELEVATIONS ! FOR SPACING ° ANCHORED JAMBS —DO NOT REQUIRE REINFORCING UNANCHORED JAMBS —MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. 0 SEE SHEETS 3 & 4 FOR CAPACITY i--1 r r--� L-- 1+----- D.L. OPG. FINISHES NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY 1/4" DIA. BOLTS WITH NUTS AT 8" FROM ENDS AND 18-1/2` O.C. MAX. ALUM REINF. OSEE SHEETS 3 & 4 FOR CAPACITY PRODUCT REVISED as complying wit! the Florida Building Codc Acceptance No E,wirc 'on Detc 1/4' MAX. SHIM SPACE SEE ELEV. FOR SPACING STEL REIN F. 0 SEE SHEETS 3 & 4 FOR CAPACITY imsnME "A 6:4fflIMMIL Engr: JAVAD AHMAD CIVIL FLA. PE ri 70592 CAN. 3538 2015 • • ..• . • . • • • .S. •• •• • • • • •• . • • • . • •• •• • ••• • • •• • . •• •... •• • •• • • •• •• • • • . • • • • • •• •. • • • • . ... • • .• • • . • • • • . • • . •�• METAL STRUCTURES JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING c) 3 • • • O. 4 • 0 0 a CC O LL • 1 u O M a&i;cr1 O a<o o o t'A lY i Ix� 0,N Q W3ico Ju. (0 re Ma 4i • SERIES 8000 ALUM WINDOW WALL SYSTEM (LM.I.) • .•• •. • • • • • • • • • • • • •• • • •• • • • • • • • • •• FAX. (305) 638-5158 • 0 a. Q C 4, 0 0 C UPDATED TO 2014 FBC a C c 0 v 0 V 0 52. 0 0 0 0 C m U C rj drawing no. W07-60 (sheet 9 of 12 y MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM �- _----4 J -a I WITHOUT REINF. ©SEE SHEETS 6& 7 FOR CAPACITY D.L. OPG. / a MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR r L (I - -�-\7, I d I IX y l'\ r I ' LI L_1 LfL�t__J� STEEL REINF. ©SEE SHEETS 6 & 7 FOR CAPACITY LEAF WIDTH / MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR I r , f ll 1 I� I I - 1 I I I J L I J a 1 -l I I- �, , d Ix I i I 1 I I -JJ �i 1 L�1 LULL _ _Al J A D.L OPG. j LEAF WIDTH ALUM REINF. OSEE SHEETS 6 & 7 FOR CAPACITY air ■ ■ii Iil D.L. OPG. D.L. OPG. o v ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY I i MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 1 I r II I 1 I Ij I I I I J i J I H I -1 x t\t_ I I I I I I I _) 1-1I LEAF WIDTH STEEL REINF. OSEE SHEETS 6 & 7 FOR CAPACITY Ir i MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT l L= . L_1 1 j • • ••• • • • • • • •. .• • • •• . .. •• • • • • . •. •• • . . • • • •• • •• •••• • • • •• • • •• •• • •• •• • • . • • • • • •• • • ••• . . • • • • • • • • • • • • • • • •• • . ••• •• • • ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED DOOR ni complying on 1 the Florida Building Code Accepmnce No r L n-15-�c 1 LEAF WIDTH JAIrnilon Dote 1 Gv 1uini -ad, oduciControl J a Engr: JAVAD AHMAD CIVIL FIA. PE % 70592 CAN. 3538 015 . . • • • . 03. I in 0 In .5 n 0 • • •.. •. • • • • • • • • • • • • ••. •• • S. • ••• • • • • • • • •. EAX. (305) 638-5158 0 0. 0 U N D a 0 0 re NO CHANGE THIS SHEET UPDATED TO 2014 FBC y 0 U 0 N O 0 t 0 c a m date: 08-03-07 dr. by: HAMID 0 drawing no. W07-60 (sheet 10 of 12) 3.984 OO HOLLOW FRAME HEAD/SILL 4.968 r 3.750 1 2.750 3.984 .078 TYP. to OPEN BACK FRAME HEAD/SILL 1 1.750 1 r_ 1.750 5.000 3.750 2.750 .188 0 FRAME JAMB/MULLION • • ••• • • • ••• •• • ••• • •• •• • •• • • • • • • ••• • • •• • • •• •••• • •• • • • • • • • • • • • • ••• • • • • ••• • • • ••• f • ! • • ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER,EI:ARKS 1 ES8005 AS REQD. HOLLOW FRAME HEAD/SILL 6005-T5 - • • 1A ES8007 AS REQD. OPEN BACK FRAME HEAD/SILL 6063-T6 - 2 ES8004 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 - 3 ES800I AS REQD. FRAME JAMB/MULLION 6005-T5 - • Ise A 3A - AS REQD. DOOR MULUON 6005-T5 - • r • I 4 ES8006 AS READ. GLASS STOP 6063-T5 - • r •• i 5 ES8002 AS READ. MULLION SNAP -IN MATE 6005-T5 - 6 ES8003 AS REQD. SHEAR CUP 6005-T5 -- 7 - AS READ. INTERIOR BULB GASKET VINYL - 8 ES8009 AS REQD. SPACER/SILICONE STOP V1NYL - 8A - AS REQD. BUTTON BUMPER SIUCONE - 9 - - - - - 10 - 2/ LITE 3/16" X 1/2" X 2" LONG SETTING BLOCK, AT 1/4' POINTS EPDM DUROMETER 85±5 SHORE A 11 #12 X 1-1/2' 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 - AS REQD. MULLION STIFFENER 6005-T5 - 13 - AS REQD. MULLION REINFORCING CHANNEL STEEL - 14 - AS REQD. MULLION REINFORCING BAR STEEL - O INTERMEDIATE HORIZONTAL 0 MULLION SNAP -IN MATE r_ 1.750 --�{ 5.000 3.750 O DOOR MULLION 1 r_ 1.4721 .253 -r 4.534 .124 C 12 STIFFENER OO GLASS STOP O SHEAR CLIP 3.229 4.500 13 STEEL REINFORCING 36 KSI MIN. .1881 4.000 PRODUCT REVISED as complying with the Florida Acildingceptance ceCoda _ O 7-2 7 O 5 Acceptance o E „ Datc • Z 1$ By Miami .' ade Product Co rol Engr. JAVAD AHMAD CML FLA. PE # 70592 CA.11. 3538 2015 • • J 0 z Lrl N (305) 638-5158 • C 0 .5 0 a 0 0 LTI 0) 0 9 0 0 B a 0 D 4) 0) 0 0 0 0 N) 0 0 0 c 0 dote: 08-03-07 N dr. by: HAMID drowing no. W07-60 • ••• •• • • • • • • • ••• • •• •• • • • • • •• •• sheet 1 1 of 12) 5/8" x 1/a" ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT 5/16 X 1 X 1/8" ALUM ANGLE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT CIRCULAR OR ANGLED CORNERS #12 X 1/2" FH SMS DOOR MULLION CORNER OR RODUCP REVISED as complying with the Florida Building Code Acceptance No Exp 1 ion Date By Mi wo5 HORIZONTAL CORNER Engr: JAVAD AHMAD CIVIL FLA. PE 1 70592 C.A.N. 538 2015 . • ••• • • • •.• .• •• • • • •• •• • • • • • • • ••• • • • • • • ••• t • • • •• •• •• • • • • • • • • • • • • • •.. • • • • • • • • • 4 • • • 4 • • •• 4 • 4 • 4 • 4 • • •• • • a a • i • •�'• t • O CZ • 0 O W • • N • • (17 It 0 • • O aJ� U. ix� O �, a vo 0'&O8 o o. q �+ OcVa.0 0 Lk Z ct Z�g � . ('I SERIES 8000 ALUM WINDOW WALL SYSTEM (L.M.I.) FAX. (305) 638-5158 0 m 0 N C, z UPDATED TO 2014 FBC • • • • • • • D 0 N .; U) C) O 0 2 0 of 0 O a C Q to 0 0 n 0 u 0 0 drawing no. W07-60 (sheet 12 of 12) • .•• .. • • • • • • • •.• • •• •• • • • • •• •• •