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WS-12-731Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181381 Permit Number: WS -4 -12 -731 Scheduled Inspection Date: November 08, 2012 Inspector: Bruhn, Norman Owner: CORP, 4K REALTY Job Address: 37 NE 108 Street MIAMI SHORES, FL 33138- Project: <NONE> Contractor: SKYLINE IMPACT SOLUTIONS LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360110440 Phone: (786)295 -2643 Building Department Comments REMOVE AND INSTALL NEW IMPACT WINDOW Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 180951. CREATED AS REINSPECTION FOR INSP- 172737. Provide PA for inspection. Window in bed 3 shows as SH not HR. NB No access November 08, 2012 For Inspections please call: (305)762-4949 Page 17 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j.)vs2 BUILDING PERMIT APPLICATION FBC 20 Permit No. WS (Z 13 l Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: '% Ni /Of I City: Miami Shores County: Miami Dade Zip: %I / Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): NO Flood Zone: /G &l( i Address: S2 City: fQi r? / Tenant/Lessee Name: Email: State: Phone #: g®,'1( 423? r Zip: 3 '3/6/ Phone #: CONTRACTOR: Company Name: Addres //,e- //r2 , 4Phone#: YJi' 2 I"3 ��/ City: � > �S te: Zip: � Qualifier Name: r-", , e--- ‘__- // Phone #: 7,cg `'""‘ K.52'' State Certification or Registration #: G s, c \51,f ;5O Certificate of Competency #: l Contact Phone #: 7 it 4 - gi 6-- x443 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ®C-7 Type of Work: DAddition ❑Alteration Description gf Work: de Square/Linear Footage of Work::/ g6 56Y&C- ❑New ,epair/Replace ❑Demolition v Lid ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ i Lid !gym CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ ('11 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. wner or Agent The foregoing instrument was acknowledged before me this / 7 day of lie/ CA , 20 /J- , by ✓ C=am 0"7 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: v� -e t 1) My Commission Expires APPROVED BY cvs MY COMMISSION # EE 155789 !' �Ta R Notary Pube Underwriters 28, 2015 Bonded rwriters Signature t . Contractor The foregoing instrument was acknowledged before me this/7 day of 7(4d f , 20 AD-, by i.1' C/r-c' who is personally known to me or who has. produced as identification and who did take an oath. My Commission Exp Plans Examiner Structural Review (Revised 3/12/201/)(Revised 47110 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Viiiage Building Department RECEIPT PERMIT #: 5/2<- DATE: 41e_At ,dContractor o Owner o Architect 2 Sfin do -PLAN d- kfc7 Picked up 2 sets of plans and (other) �� o,‹; 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Address: 3-7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 6 �i PERMIT CLERK INITIAL: �� 1 1 J Lt�t5-4 P r i No 12 -731 Job Name: April 26, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide require means of escape from the sleeping rooms. Identify the sleeping rooms on the plans and show means of escpae. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 eo.,,4 . 36s = (0-75- Chi 95 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. M) L'. J 1'51 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I 3111111111 11111 1111111111 11111 11111 11111111 CFN 2012R035,6365 OR i.k 28117 Ps 01347; (1Ps ) RECORDED 05/18/2012 12 :17.51 HARVEY RUVINi CLERK OF COURT IIAHI -DADS COUNTY, FLORIDA LAST PAGE j Space above reserved for use of r ording office 1. Legal description of property d street/address: % /I /C /Zip rrrzFi�a i �_v� 2. Description of improvement O5 .o2 3. Owner(s) name and addr,s: Interest in property: Name and address of fee simple titleholder. 4. Cyr tractor's address and phone number 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. � • � i�`Jl�r-s� -r :l �rre //7/7I S7 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration d e is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO"NEY BEFORE- GAMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATSOF P atebk, UW' �, goite T.� , Signature(s) of Owner(s) or Owner(s)' Authorized Offlcer/Director/P r�l lVic' "FY the this Fs Y: copy of � Prepared By Prg ki elite Print Name Print_ Trt� The for:.oin• in ._nt was acknowledged before me this / if day of By 7 L, '.- In • ividually, or ❑ as for Personally known, or ❑ produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatures) wyer(s) or s)'s A .. orized Officer/Director/Partner/Manager who signed above: Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE •f' e4v t�.QRIhR. i.�.t`?1.1n! i ; 56789 ../ fxPRES•C. i•'M.✓.••...5,'a.15 . x I Gnssi . Tofu Notary NUDNC Underwriters 123.01-52 3 3/10 By MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name Address City State File Location: : 4/13/2012 : Arcon Engineering Group, Inc. : 1175 N.E. 125th Street Suite 2 . Miami : Fl C: \Dilbert- Miami- Shores- 37 -NE- 108 -ST. Project No. : 2012 -01 Designed By : Arshad Vigar Description : Windows Replacement Customer Name : 4K RLTY CORP Proj Location : 37 N.E. 108th Street Miami Sh wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) _ Alpha = At = Am Cc = Epsilon Slope of Roof = Ht: Mean Roof Ht = RHt: Ride Ht _ OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 0.01 9.50 0.11 0.15 0.20 0.20 3 : 12 13.00 ft 16.00 ft 2.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 14.04 Deg = Hipped = 10.00 ft = 3167.00 ft^ 55.00 ft Bldg Width Across Ridge= 45.67 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: CC *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.92 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33 *z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure 4.29 1.00 = 175.00 mph MWFRS -Wall Pressures for Wind Normal to 45.67 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: pl: pwh: pw0: Side wall pressure acting uniformly outward = .56 * ph = Leeward wall pressure acting uniformly outward = .36 * ph= Windward wall pressure acting uniformly outward = ph -pl = Windward wall pressure acting uniformly outward = p0 -pl = 1.20 37.67 psf 37.67 psf 21.11 psf 13.47 psf 24.20 psf 24.20 psf k/k5.1 MWFRS -Wall Pressures for Wind Normal to 55 ft wall 'L /B = 0.83 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.99 psf See Fig 27.6 -2 for Parapet wind Roof Pressures MUMS Jr► See Table 27.64 f ht. Wall fissures See `able 274-1 Elevation Plan Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor Zone 1 2 3 4 5 Load Casel Load Case2 psf psf -35.31 -24.34 -36.05 -32.18 -26.37 5.16 -7.20 .00 .00 .00 = 1.000 Note: A value of '0' indicates that the zone /load case is not applicable. Load Case 1: Povh1: Overhang Povh3: Overhang Load Case 2: Povhl: Overhang Povh3: Overhang Hipped Roof Roof Overhang Loads (Figure 27.6 -3): pressure for pressure for pressure for pressure for zone 1 zone 3 zone 1 zone 3 -26.48 psf _ -27.03 psf 3.87 psf _ .00 psf Date Company Address City State MECAWind Version Developed by MECA Enterprises, Inc. : 4/13/2012 Name : Arcon Engineering Group, Inc. : 1175 N.E. 125th Street Suite 2 . Miami . Fl File Location: C: \Dilbert- Miami- Shores- 37 -NE- 108- ST.wnd 2.1.0.6 ASCE 7 -10 Copyright 2012 Project No. Designed By . Description . Customer Name : Proj Location : www.mecaenterprises.com 2012 -01 Arshad Vigar Windows Replacement 4K RLTY CORP 37 N.E. 108th Street Miami Sh Hip Roof 7 < O <= 27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of 6 Width of Pressure Coefficient, Zone Description Width Span Area Zone Max ft ft ft ^2 GCp "a" = 4.567 ft Min Max P Min P GCp psf psf Window HR -23 Window HR -23 Window HR -24 Window HR -24 Window HR -25 Window HR -25 Window HR -33 Window HR -33 Window 2 -HR -24 Window 2 -HR -24 Window 2 -HR -25 Window 2 -HR -25 Window 3 -HR -24 Window 3 -HR -24 3.20 3.10 9.9 4 1.00 -1.10 40.05 -43.45 3.20 3.10 9.9 5 1.00 -1.40 40.05 -53.63 3.10 4.30 13.3 4 0.98 -1.08 39.30 -42.70 3.10 4.30 13.3 5 0.98 -1.36 39.30 -52.13 3.10 5.30 16.4 4 0.96 -1.06 38.76 -42.15 3.10 5.30 16.4 5 0.96 -1.32 38.76 -51.04 4.42 3.25 14.4 4 0.97 -1.07 39.11 -42.50 4.42 3.25 14.4 5 0.97 -1.34 39.11 -51.74 6.20 4.30 26.7 4 0.92 -1.02 37.50 -40.89 6.20 4.30 26.7 5 0.92 -1.25 37.50 -48.52 6.20 5.30 32.9 4 0.91 -1.01 36.95 -40.35 6.20 5.30 32.9 5 0.91 -1.22 36.95 -47.43 9.30 4.30 40.0 4 0.89 -0.99 36.44 -39.84 9.30 4.30 40.0 5 0.89 -1.19 36.44 -46.41 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf = 0.85 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES&Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- 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 All (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0825.03 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /sera/ 66'6 NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04t26/04 and last revised on 03/05/12 w/ revision "F", 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, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588 -04, Side - Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P E (Submitted under previous NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 09- 0825.03) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs • (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 4111111, r Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Vigar, P. E. (Submitted under previous NOA No. 09- 0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09- 0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I. ", approved on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon,, . E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E -2 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA ES Windows, LLC 10653 NE Qaaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- 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. PERA 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 "2000/ 2050" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10, dated 08/27 /03 with revision "G" dated 05/15/12, 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. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ 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. 09- 1008.06 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.mlamidade.gov /oera/ r NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 0910.02, 07-0928.13, 08- 0527.13 and 09-1008.06) 2. Drawing No. W03 -75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 10, dated 08/27 /03, with revision "G ", dated 05/15/12, 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, Type "A -A" sliding window, Grade 10, Level LV 1 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A -A" sliding window, Grade 10, Level LV 1 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5338 and FTL -5475, dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0527.13 and 07-092&13) Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E -1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" sliding window, Grade 10, Level LV 1 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3809 and FTL -3804, dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by A1- Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.L.DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/2011, expiring on 12/11/2016. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 12 -0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E -2 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. 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. 3. Laboratory compliance letter for Test Report No. FTL -5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-100&06) 4. Proposal No. 09 -1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL -5338 and FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA'Rs No.'s 08-0527.13 and 07-092&13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL -3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.02) G. OTHERS 1. Notice of Acceptance No. 09-1008.06, issued to ES Windows, LLC for their "Series 2000 Aluminum Horizontal Sliding Window - L.M.I. ", approved on 12/30/09 and expiring on 11/06/13. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12 -0223.46 Expiration Date: November 06,2013 Approval Date: May 24, 2012 E -3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 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 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4.000 5.000 6.000 Ema I 1 :-z.. __ TYPICAL WINDOW FRAME �I ICI II I•II 01 01 III II ICI II I G r MT—GLAZING PRODUCT I. TUBULAR SHAPES ALLOY 6063 —T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRI.ODUCTRiMSFD as ceniplylninfththoliflarkto Building Cedm A.caeptancel�T, 12 °�- Miami F ado Product Control 9r JAV AH CIVIL FLA. PE # 70592 C.A.N. 3538 MAR 062012 V 0 ALUMINUM TUBE MULLIONS C O a 0 I a drawing, no. M04 -04 sheet i of 8 in 11 -=-- 11 ii I wL +I 4.000 'i II II U - 3.000 TUBULAR SHAPES ALLOY 6063 —T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRI.ODUCTRiMSFD as ceniplylninfththoliflarkto Building Cedm A.caeptancel�T, 12 °�- Miami F ado Product Control 9r JAV AH CIVIL FLA. PE # 70592 C.A.N. 3538 MAR 062012 V 0 ALUMINUM TUBE MULLIONS C O a 0 I a drawing, no. M04 -04 sheet i of 8 1 X 3 STD. MULLION 6063 –T6 4.000 1.000 1- F.125 .125 1 X 4 STD. MULLION 6063 –T6 2.000 .125 L_2.000J Ed +• MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8° FOR 5/16" DIA. ANCHORS AMPLE CLIP 6063 –T5 Ed. –q 1.000 r- .125 1 X 3 CUSTOM MULLION 6063-16 2.000 —1-.125 3.000 2 X 3 S D. MULLION 6063-16 .125 .125 1 X 4 CUSTOM MULLION 6063 –T8 4.000 r2.000_.125 2 X 4 STD. MULLION 5063 –T6 .125 5.000 2 X 5 TD. MULLION 6063 –T6 6.000 I— 2.000 —1_1_ 125 2 X 6 STD. MULLION 6063 –T6 ,125 6.000 I 2.000 `.250 2 X 6 HEAVY MULLION 606.3–T6 .250 z gg rl Oafai 8 ornal ”as Ed m MIN. EDGE DIST. 1 /2" FOR 1/4° DIA. ANCHORS 5/8° FOR 5/16" DIA. ANCHORS MULLION CLIP 6063 –T6 NOTCH OPTIONAL Ed as MIN. EDGE DIST. 1/2° FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16° DLO. ANCHORS MULLION CLIP 6063 –T6 PRODUCT Rii � as i e> Acceding Coda j Z PIoado o ,,s / Acceptance No 11 Miam Engt: JAVAO AHMAO CIVIL FLA. PE U70592 C.A.N. 38 MAR 66 Ma C ALUMINUM TUBE MULLIONS 'no dote by description C 12.26.06 NO CHANGE THIS SHEET _D 08.26.09 UPDATED FOR 2007 FEC E 09.28.09 REV. PER BCCO COMMENTS F 03.05.12 NO CHANGE THIS SHEET ti drowinq no. M04-04 (sheet 2 of 8 i �U , MUWON \MO4- 04ESW)I DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 S" FD I 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 5 STD 8 STD. 2 X6 HEAVY WINDOW DIMS. STD. i 4 STD. 1 X 3 1 X 4 CUSTOM 5 STD. 2X6 STD HEAVY WINDOW DIMS. WINDOW ST D. i STD. 1 X 3 CUSTOM 1 X 4 CUSTOM STD 5 STD. a HEAVY AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308)2646100 FAX. (305) 262-6978 3 STD 2X4 STD STD. STD 4 STD 3 STD. WIDTH (W) MULL SPAN WIDTH (w) MULL SPAN w WIDTH () MULL SPAN 19-1/8" 26-1/2" 30° 37" 42" 48" 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42° 48" 54" 60° 66" 72" 19-1/8° 26 -1/2" 30" 37" 42" 48" 54° 60° 66" 72" 19 -1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4° 84" 96" 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42" 48° 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 19 -1/8° 26-1/2" 30" 37" 42" 48" 54" 60° 86" 72" 120" 132" 144" - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 - 27.3 - 39.9 89.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 - - - 28.6 50.0 75.5 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 68.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 - - - - 30.8 46.8 85.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 51.5 37.4 110.1 30.6 79.5 54.7 150.0. 76.5 150.0 101.4 150.0 150.0 150.0 - - - 28.5 - 20.5 - 41.8 25.7 72.7 38.8 115.6 71.3 150.0 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.6 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 C L 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.6 96.7 ALUMINUM TUBE MULLIONS ) E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.t 89.7 118.8 150.0 - - - - 29.0 46.1 84.6 66.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 574 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 96.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.5 71.8 95.1 150.0 - - - - 23.2 36.8 67.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 46.6 85.2 86.4 150.0 - - - - 21.1 33.5 61.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 34.5 29.2 74.0 21.1 53.3 42.'7 10811 59.8 150.0 79.2 150.0 145.6 150.0 - - - 21.9 - - - 32.0 - 56.0 30.7 89.0 56.4 150.0 19 -1/8° 26-1/2" 30" 37" 42" 48" 54" 80" 66" 72" 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 56.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 85.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150:0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34:4 54.9 72.8 133.7 -• - - - - 28.4 52.1 41.7 66.9 64.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 88.2 121.6 - - - - - 25.8 47.4 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 88" 72" 83" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE L- 1, O g v UPDATED FOR 2007 FBC REV. PER BCCO COMMENTS NO CHANGE 1MIS SHEET -1I 88.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 101,2 97.2 147.9 150.0 150.0 150.0 - 28.9 - 39.2 88.8 93.3 150.0 _ ''�y %'GLAZING �.. � PRODUCT I GLAZING PRODUCT ° MULLION GLAZING PRODUCT MULLION 55.5 89.1 85.6 130.3 150.0 150.0 150.0 - 23.7 - 34.6 60.4 82.2 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 GLAZING PRODUCT GLAZING PRODUCT �y 43.2 69.3 66.6 101.3 141.8 150.0 150.0 - - - 26.9 47.0 63.9 117.4 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 32.4 52.0 49.9 _ 76.0 108.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 • ALL LOADS ARE EXT.(+)/INT.(-). NOTE; C a). ` l ti, f-.` 8o Wt II. W2 MULLION SPAN o 0 C o w v MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. �; RODUCT :__„ 6 -„-., S . 0 k t3 -; l' (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Eagr: JA AHMM CIVIL CAN. 3538 70592 gil4 complying with do Florida 1 8d C0d ✓ 08 37 , Ate '- t--OA! AD (. ,yam `!, .. _ - A t . _ I st l c,: -Pro uatColt11oi to. ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WI + W2 WIDTH (W) = . 2 4", 5" AND 6" TUBE MULLIONS. tom ' drawing no. M04-04 A ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS {sheet 3of 8 ) sheet 4of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A B C D S 19 -1 /8° 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 150.0 150.0 150.0 150.0 116.0 150.0 150.0 150.0 150.0 102.2 150.0 132.9 150.0 150.0 89.4 150.0 116.3 150.0 150.0 79.5 147.3 103.4 150.0 150.0 71.5 132.6 93.1 150.0 150.0 65.0 120.5 84.6 150.0 150.0 59.6 110.5 77.6 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50 -5/8° 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 19-1/8" 26-1/2" 30° 37" 42" 48" 54" 60" 66" 72" 58" 148.5 150.0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.6 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 68.4 136.8 150.0 47.3 87.7 61.6 123.1 150.0 43.0 79.7 56.0 111.9 139.9 39.4 73.1 51.3 102.6 128.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 136.7 150.0 150.0 150.0 150.0 57.6 98.7 150.0 128.3 150.0 150.0 94.2 87.2 150.0 113.4 150.0 150.0 53.6 70.7 131.0 91.9 150.0 150.0 94.5 62.3 115.4 81.0 150.0 150.0 63° 54.5 101.0 70.9 141.7 150.0 25.4 48.4 89.7 83.0 126.0 150.0 42.8 43.6 80.8 56.7 113.4 141.7 39.3 39.6 73.4 51.5 103.1 128.8 38.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PEP WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A B C D E 19 -1/8" 26-1/2° 30" 37" 42" 48° 54° 60° 66" 72" 74-1/4" 116.0 150.0 150.0 150.0 150.0 83.7 150.0 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 111.1 78.0 150.0 150.0 52.8 97.9 68.7 137.4 150.0 46.2 85.7 60.1 120.2. 150.0 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 62.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 100.2 19-1/8° 26-1/2" 30° 37° 42° 48" 54" 60" 66" 72° 84" 102.5 150.0 133.4 150.0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 36.3 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 27.2 50.5 35.4 70.9 88.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 89.7 150.0 116.7 150.0 150.0 64.8 120.0 84.2 150.0 150.0 57.2 106.0 74.4 148.8 150.0 46.4 85.9 60.3 120.6 150.0 40.9 75.7 53.1 106.3 132.9 35.8 68.3 46.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 28.6 53.0 37.2 74.4 93.0 26.0 48.2 33.8 67.6 84.5 23.8 44.2 31.0 62.0. 77.5 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 80" 66" 72" 108" 79.8 147.8 103.7 150.0 150.0 57.6 106.7 74.9 149.7 150.0 50.8 94.2 66.1 132.3 150.0 41.2 76.4 53.6 107.2 134.1 36.3 67.3 47.2 94.5 118.1 31.8 55.9 41.3 82.7 103.3 28.2 52.3 36.7 73.5 91.9 25.4 47.1 33.1 66.1 82.7 23.1 42.8 30.1 60.1 75.2 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4nt 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PEP WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A B C D E 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66° 72" 120" 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 98.5 120.8 32.7 60.8 42.5 85.0 106.3 28.6 53.0 37.2 74,4 93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 - 35.3 24.8 49.6 62.0 19 -1/8° 26-1/2° 30° 37" 42° 48" 54" 60° 66° 72° 132" 65.3 120.9 84.9 150.0 150.0 47.1 87.3 61.3 122.5 150.0 41.8 77.1 54.1 108.2 135.3 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 28.0 48.2 33.8 67.8 84.5 23.1 42.8 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49.2 61.5 - 32.1 22.5 45.1 56.4 19-1/8° 26-1/2" 30° 37" 42" 48" 54° 60" 66° 72" 144" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 88.6 23.8 44.2 31.0 62.0 77.5 21.2 39.3 27.6 55.1 68.9 - 35.3 24.8 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 ANCHORS TYPE A,B,C.D OR E ., W1 ANCHORS A,0.C,D OR E W2 TYPIC9L MULLION ARRANGEMENTS WIDTH (W) a W1 + W2 2 ANCHORS TYPE A.B.C.D OR E • t‘ HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �i: GLAZING i7 PRODUCT . -; VERTICAL MULLION GLAZING PRODUCT LMUWON _ GLAZING PRODUCT W1 ANCHORS A,0.C,D OR E W2 TYPIC9L MULLION ARRANGEMENTS WIDTH (W) a W1 + W2 2 ANCHORS TYPE A.B.C.D OR E • t‘ HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �i: GLAZING i7 PRODUCT . -; �.. .....•. } r'` GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT ANCHORS A,B.C,D OR E MULLION SPAN MODUCT REVISED Eng:JA A D A � complying g h thir CIVIL Fludd8 A 1:7 FF C.A.N 7059? maaptance No 'g"' 0 PM fE O g rgo ot V OQ8 Q cpqE Hcliaff EXEZIEP 0 I 0 2 t ALUMINUM TUBE MULLIONS Oad X220 t C 0 L y m 2 C 0 C 112.26.06 S w r W A I v drawing no. M04 -04 Ed. •0 vq 1/4" 01k ULTRACONS 1/4" DIA. ULTRACONS 1 PER ANGLE 2 PER CUP (1 ON EACH WING) ►f:— Ed. I BY WOOD BUCK 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) .. q 0 FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE roW"--101.- 1.7"I- II �I[_J 2B WOOD BUCK OR WOOD STRUCTURE ----...11111111111.1.--4111111g ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 1111 Ate,! iur„�� FLOATING CLIP SNUG F1T INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Ed. 2 1/4" • k MIN. MIN. 1/4” DIA. ULTRACONS 1/4" DIA, ULTRACONS 2 PER ANGLE 4 PER CLIP (2 ON EACH WING) Ed. 1" MIN. ,) 1 U r'll�.iio11110 NW 1 BY WOOD BUCK 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) FLOATING CUP SNUG FR INSIDE MULL „AL .411 JIB 2 BY WOOD BUCK 1/4" DIA. ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE 01ST. MIN. EMBEDMENT WOOD 1° , 1 -3/8" BLOCK 2-1/2" ' 1-1/4" CONCRETE 2 -1/2" 1 -1/2" #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE tom^` III „r_'1 • -". FLOATING CLIP SNUG FIT INSIDE MULL Engr ANCHORS TYPE 'B' PRODUCT REVISED as complying with the Florida Building Code 0 .. Acceptance No ale i\�iiemI ade ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Pm tral Mit7 #14 SMS 1 --3/4" O.C. MIN. 2 PER ANGLE JAVAD AHMAt) FLA. PE i 70592 . C.A.N. 538 toostm 2 X 2 X 1/8" ANGL ALUM 1 0 2 MULLIONS W m J t 0 •0 A C► 'o M w Y B 8 0 C v 0 W U. • M I drawing no. M04 -04 (sheet 5 of 8 ) 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 1/4 ". DIA. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE ..• 0 0.. 1 =��Ill op y e.. f ° V II _FLOATING CLIP SNUG FIT INSIDE MULL 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE #14 SMS 1 -3/4" O.C. MIN, 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 1 Ed. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES N ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE GIST. IMIN. EMBEDMENT WOOD 1" • 1_3/8" BLOCK _ 2 -1/2" J 1 -1/4" CONCRETE 2 -1/2" ' 1 -1/2° t s com ozn ply' ea With the Florida 8 ••irl,' Building Code 12 .+ Acceptant* Na ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR WATER-WHITE METHACRYLATE LACQUER. m /32/17 Engr JAVAD.AHMAD CIVIL F C.A.N. 92 38 . pR p S 2011. 5/16° DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16" 01A. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEM) SUBSTRATE Ed. w MIN. EDGE D1ST. MIN. EMBEDMENT CONCRETE 2 -1/2° 1 -3/4" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVVISEDp� as complying with the Merida Building Code Acceptpnce uut t ;.i,, Engr;•JAVAD AHMAD CIVIL FLA. PE #10592 CAN. 35.30 RR 0 61612 4 2 C Cl) z O J J 7 W CO 0 I- g 3 N m 0 a 0 P. rX 0 0 V z a 0 B U a B S m g drowing no. M04-04 (sheet 7 of 8 TUBE MULLION # 10 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ANCHOR N0. OF CHART SCREWS TYPE 3 TYPE C 2 TYPED 4 TYPE E 4 TUBE MULLION ACCESS HOLE 1 —3/4" X 2° X 1/8" (FOR 2BY TUBE) 3/4" X 2° X 1/8" FOR ( BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" PRODUCT REVISED as complying with the Morida Building Code 2w O �. + AcccptanceNt ,,x�I".ML /201¢ ale ` drawing no. M04-04 (sheet 8 of 8 ) ei /14 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" PRODUCT REVISED as complying with the Morida Building Code 2w O �. + AcccptanceNt ,,x�I".ML /201¢ ale ` drawing no. M04-04 (sheet 8 of 8 ) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES - 2000 /2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 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 FLORIDA BLDG. CODE SECTION 2003.8.4. 80 MAX. HEAD /SILL CORNERS 1110 WINDOW WIDTH 10" MAX. -.... 0 HEAD /SILL 1 1 1 1 1 1 1 I 1 I, II II -- 71 ,I I - - -- 1r 0 I; II 1► II ; ZI Iry ;I I; a O - II II I ;I; -I Ir - ;I I; II /• ;I 11 % II - -- I I I i - - --Imo =.1L -- II 11 II I; 1 =4_1 ________4111.1..i ____ II ! I� al - - if - - -11 II II - -_.1L I! II II - _1L___ O /. ;I 47- -1r - -- I I =L II ;I L- II it I; A ;► I 7 -1 I I M 1 ( =-- 11- - = =- -- II II II t; ;I _i _ _ L-- II II I� iI L . . .11 . . . .d FALSE MUNTINS MAYBE CE USED APPLIED) EEPHOLES s , sEg SHEET 4 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH 33 3/8" D.L. OPG. TYPICAL ELEVATION SERIES 2000 PRODUCT REVISED es complying with the Merida ?� Building No ' 2 0223 4 b Cede ►cca • !tr-� 0!3 Contra 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH U LAMINATED GLASS LARGE MISSILE IMPACT Engr: JAVAD, AHMAO' CM. FLA. PE 1 70592 CAN. 3538 V C 5 1 E. ► n N N 1 c 0 0 l O Q a v .fl 0 v 0 ,C S S V S' O Id B r • g s drawing no. W03-75 (sheet 1 of g 1/8" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY ' DUPONT' 1/8" ANN. GLASS z 2 SILICONE DOW CORNING 795 z GLASS TYPE 'A' 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'B' 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY ' DUPONT' 3/16" ANN. GLASS SILICONE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B i' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 !+.i DOW CORNING 795 GLASS TYPE 'C' Q GLASS TYPE 'D' SILICONE . SIUCONE DOW CORNING 795/983 5/32" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'E' 5/16" LAM. GLASS PRODUCT REVISED Qs complying vvlth tine Floods Building Code t_C� Acceptance No DOW CORNING 795/983 7/16" LAM. GLASS ALT. GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. Engr: JAVAO AHMAD . ,• 'CIVIL ' FLAC,' PE 1 70592 C.A.N. , 538. 1:°°' 144"u Z E o Q (go IL 8g II c' ghhh ifth2s. g3 N. 8 c co 1 n mft 4 co in OPtql CI re) Z I w A ui .71 S .o C a a w 0 N N 0 C 0 drawing no. W03-75 (sheet 1.1 of 9 ) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL *1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD UMITATIONS H.D. MTG. RAIL (SILL *3 & 4) * * GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.(-) EXT.( +) INT.( -) 26-1/2" 37" 53-1/8" 74" 26" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 _ 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2° 37" 53 -1/8" 74" 38 -3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37" 53-1/8" 74" 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 63 " (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 42.6 48.7 70.0 86.6 70.0 80.0 80.0 90.0 7 - - - - - - 80.0 90.0 24" 36" 48" 60° 72° Via) 3 70.0 80.0 70.0 90.0 70.0 80.0 ' 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 48" 60° 72" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 �3) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 48" 60" 72" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 48" 60" 72" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 _ " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 6 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) • NO. OF ANCHORS PER JAMB 1 STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF *2 STD. SILL WITH RISER UMIT EXT.( +) LOADS TO 70.0 PSF HI -RISE SILL WITHOUT RISER ** SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.(+) LOADS . TO 80.0 PSF STD. MTG. RAIL S -2000 ILD. MTG. RAIL S -2000 STD. MTG. RAIL, S -2050 PRODUCT REVISED as complying with tipw Fled& B Cods 1 - a Magmas No a - H.D, MTG. RAIL S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 Ei JAC + . ' FLA. PE # 70592 C.A.N. 3538% Z 40 0 HIL o 041431e N 0 3 ) C a7 m I 0 I FF� 18 .c L 0 S 0 �C U W a 0 I 0 ) drawing no. W03 -75 (sheet 2 of 9 ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 . WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL *1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT( +) LOAD LIMITATIONS H.D. MTG. RAIL (SILL *3 & 4)* * GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'HI' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) EXT.( +) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 108-1/4" 111' " {3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74 " 106-1/4" 111" -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108-1/4' 111" 50 -5/8" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 06 -1 /4 °" 106-1/4° 111" " (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 -- - - - - _ - 80.0 90.0 72" 84" 96" 108° 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96° 108" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108° 7 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 60" (5) 8 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A et NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER sca OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER UMIT EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF ** SEE DETAILS BELOW FOR EXT( +) LOAD UMITATIONS STD. MTG. RAIL 5 -2000 H.D. MTG. RA1I, 5• -2000 H -RISE SILL WITHOUT RISER STD. MTG. RAU, 5-2050 H.D. MTG. IWI, 5-2050 J DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 (1/3W) i (1 /3W) (1/3W) 4 H.D. MTG. RAIL (SILL *3 & 4)* * GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER UMIT EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF ** SEE DETAILS BELOW FOR EXT( +) LOAD UMITATIONS STD. MTG. RAIL 5 -2000 H.D. MTG. RA1I, 5• -2000 H -RISE SILL WITHOUT RISER STD. MTG. RAU, 5-2050 H.D. MTG. IWI, 5-2050 J DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL *1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT( +) LOAD LIMITATIONS H.D. MTG. RAIL (SILL *3 & 4)* * GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' GLA58 TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 4 74" 108-1/4" 111" 28" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" • 50 (5/ 8° 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74 ") 7 - - - - - - 80.0 90.0 72" 84" 96" 108" 24" (2) 7 70.0 r 80.0 70.0 90.0 70.0 80.0 80.0 90.0 a 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72° 84" 96" " 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - 80.0 90.0 72" 60" (5) 7 - - - 70.0 90.0 70.0 80.0 80.0 90.0 sca M HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 66.7 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/2W) 1 (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCT REVISED as complying with l s Florida Building rude Accoptanco No o + • Miami F ado Pro, {• Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC - -219 ngr JAVADAHMAD CIVIL FLA. PE # 70592 CAIN. 3538 m U y 3 0. 8 a FAX, (305) 624 -7777 t if; 'a 9 O n 0 v z f 0. sr T' • 8, o • 0 G W U. 0 S 4 0 iv I drawing no. W03 -75 (sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE jMIAMI —DADE COUNTY APPROVED IMULLION & MULLION ANCHORS ISEE SEPARATE NOA Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING - -J TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 T 0 II e r: rIM 7L451b1) _dl. �- qd 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' (Fuo 177 KSI, Fy 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" 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. _ .090 ") INTO METAL STRUCTURES STEEL : 1/8" THK. 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. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END 4 .o n W1 4 4 Ed A 4 4 n N RI . -4 • 4 d 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 3 N di s TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCE REVISED the i�larida as Buildingeado ply� t ^^ ,f/__ • " ► :. INAPT- lO�a Dade Product Control SERIES -20f10 SE$IBS -2050 Engr: JAVAD AHMAD CIVIL FtA. PE 1.70592 C.A.N. 38' J r7 Q m .-S ee 0 n t I I 6 2 0 0 N 8 gi N 8 O U 0 '4 I e. drawing W03-75, no. (sheet 4 of g TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. ALT. en ISENEEP q •a a'4 � TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED 1 (MULLION & MULUON ANCHORS SEE SEPARATE NOA I Ed J TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1003 1 FRAME HEAD 6063 -T6 - 2 ES2001 1 STD, FRAME SILL 6063 -T6 - 2A ES2012 1 HI -RISE FRAME SILL 6063 -T6 - 3 ES2003 1 FRAME JAMB 6063 -T6 - 5 ES1005 1/ VENT FIXED RAIL (S -2000) 6063 -T6 - 58 ES1O51 1/ VENT FIXED RAIL (S -2050) 6083 -T6 - 6 ES1004 1/ VENT STD. VENT MEETING RAIL (S -2000) 6063 -T6 - 6A ES2004 1/ VENT H.D. VENT MEETING RAIL (5- 2000) 6063 -T6 - 66 ES1052 1/ VENT STD. VENT MEETING RAIL (5-2050) 6063 -T6 - 6C ES1053 1/ VENT H.D. VENT MEETING RAIL (S -2050) 6063 -T6 - 7 E51007 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 - 8 ES1006 1/ VENT JAMB STILE 6063 -T5 - 9 . ES1008 AS REGO. GLAZING BEAD 6063 -T5 - BA ES1103 AS REQD. SQUARE GLAZING BEAD (5/16" GLASS) 6083 -T5 - 95 ESI017 AS READ. SQUARE GLAZING BEAD (7/18" GLASS) 6063 -T5 - 10 ES2002 I SILL TRACK INSERT 6063 -T5 - 11 ES2011 AS REQD. STD. SILL RISER 6063 -T5 - 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063 -T6 AT 8" FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 129 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C18251 N AS REQD. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 15 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 16A #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P,H. SMS 17 W23211 NG AS READ. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB 18 W23291 NG AS RECD. FRAME JAMB W'STRIPPING - ULTRAFAB 19 WPHL -100 2 BAFFLE, AT 3" FROM EACH END - M & M PLASTICS 20 #8 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21.1 154013 AS RECD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21A 27 -425 AS REQD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 22 £52007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 ES2006 2/ VENT ROLLER BRASS/ST. ST. - 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1" X 3/4" X 1" LONG 26 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 27 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL PRODUCT 1tf 'I1S kI as cateptying watt Ott Building C0 t) .. • t1VV nc�' ata Engr. JAVADAKMAD FLA. P1 N 70592 CAN. 5 Bo'M 0, if ,m %au' ( 8 .n S N RI 0 W f s drawing no. W03 -75 sheet 5 of 9 (sheet 6 of 9) 1/4° MAX. SHIM METAL STRUCTURE VENT WIDTH D.L.O. 1/4" MAX. SHIMS v1BY WOOD BUCK '81111111111 4 ( ,a8 1 111 111 1 MM.-8' TYPICAL ANCHORS SEE ELEV. • FOR SPACING V D.L.O. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° SHIM EXTERIOR WINDOW WIDTH VENT WIDTH XO LAYOUT OX OPPOSITE VENT WIDTH 1/4° MAX. SHIMS 1BY WOOD BUCK HEAVY DUTY fl 11% MUM X11111111118 , 881111111111- IIIIIIIIIIcS SCREEN OPT.-- — 1/4" MAX.. SHIMS O d d la �� b4 f d 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH .XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with $lusFleas Building Code f 2.0 Acceptance Na +40 B .410 SERIES -2000 VENTS WITH, ,$PIiiNG: LOADED LATCHES • Engr. JA AHMAD CML FLA, PE # 705$2 C.A.N. O $ Q a pia as o � g�4 s O 0101 drgia , M a 0 u 1 0 0 a a 0 G 0 Q O W N g Ir 0 1. drawing no. W03 -75 1 /e MAX. SHIM VENT WIDTH D.L.O. SHIMS HEAVY DUTY 1BY 4 ' WOOD BUCK METAL STRUCTURE Illlil1III M ' 11111M M, a P 111[111111 TYPICAL ANCHORS SEE ELEV. FOR SPACING MHMIMIMMMINIMME D.L.O. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE VENT WIDTH 1/4° SHIM MAX. Y WOOD BUCK STRUC SHIMS 1BY WOOD BUCK 01111111111 MIN 111111171 ma um III — M 1111111111l; SCREEN OPTr - - -- TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI -DADS COUNTY APPROVED MULLION SEE SEPARATE NOA MI= 1111111!!1931 ' m 11111 111 drawing no. W03 -75 (sheet 7 of 9 .857 .837 -1 r-. 329 g 2.330 - 2.083 .062 2.063 r .062 .803 .082 1-.147 2.186 ' 1.242 1.344 .715 I 1.130 1.130 b .050 AL- FAROOQ CORPORATION ENGINEERS Sc PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264.8100 FAX. (306) 262-6978 C COMP- ANL \W( 0 VENT 2 1.434 •813 -mot .9 '9 .062 Ue GLAZING BEAD .837 I-- STD. MEETING 'r STD. MEETING 1.250 - RAIL .930 -1 I TOP /BOTTOM RAIL 1.250 - RAIL 1.421 0 SQUARE GLAZING STOP 813 d 1.122 .760 O SERIES -2000 88 SERIES -2050 CD .930 FRAME L-- 1.400 --d• HEAD 2.188 .062 � .949 t 6r- •203 2.063 - 2.063 .078 1.230 .062 .062 .992 a{ r1"8 -a 2.375 1.149 •868 .930 F-.- 1.630 .930 d 1.630 T__- .803 .050 .813 .813 .489 O 1.250 JAMB STILE 12 VENT LATCH _ 1.250 )� 1.250 2.996 1.062 Tom' .983 (SERIES -2000 /2050 ALUM HORIZ. SLIDING WDW. (LM.[.). E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 2.190 '082 d H.D. MEETING RAIL Q SERIES -2000 H.D. MEETING RAIL 89 SERIES -2050 98 SQUARE GLAZING STOP 770 1)ar,1 .500 -1- 2.130 2.113 2.181 -s-.994 6 --I 2.268 ----I 27 FLUSH FRAME ADAPTER 1.675 .500 2.392 .062 ,Mr•- 0 I k---- 2.330 STD. FRAME 4 .992 It 2.555 SILL 1.212 .992 1.2112 b _ 2 1.878 _i 'fie d .062 1.250 FIXED SERIES -2000 RAIL C. .)I .082 ° -1.250 FIXED RAIL .992 - 1.118 -n+ m082 '• J I L.- .969-J .719 Q FRAME JAMB - .813 3.437 r-, 1 description )1 P 1 °z Z GENERAL REVISION II 0 REV. PER PERA COMMENTS iI 078 .e$3 .078 2.816 .oea .046 .450 2.500 s A .500 2 'v► CD °e1 14%! Q g O 1 e- 1 r [a-- 2.330 0 HI -RISE FRAME SILL t 1 SILL RISER �' ) (data 08 -27 -03 , _ � ® eu • 6 p 7 � G A. •-• 188 .062 .250 -�i .328 p asRco complying h 11W Floods �/� _ Building code Ib Accemence No �.-w ,,, ,�r ► O irl0A.2A∎ ' rr %.3 L anni Fsde PnWact ` , E��r .�tML O RA. PE 70592 . C A.N. 38 1 �� 0 s j' e� 1I [ D 7 1 I 224 54� !__.� 368 TI II k- .312 4 1.09$ TRACK 10 SILL c 1.250 drawing no. .115 GLAZING WEDGE SCALE 1:1 :1 (sheet 8 of g FRAME TOP CORNER VENT TOP /BO OM CORNERS FRAME BOTTOM CORNER PRODUCT REVISED m complying with tiw Fleuida Building V U 0 F Z.4j Acceptance „ t at . 0/3 FIXED MTG. RAIL CORNER drawing no. W03 -75 (sheet 9 of 9 ) MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name Address City State File Location: : 4/13/2012 : Arcon Engineering Group, Inc. : 1175 N.E. 125th Street Suite 2 . Miami . Fl C: \Dilbert- Miami- Shores- 37 -NE- 108 -ST. Project No. Designed By Description Customer Name Proj Location wnd : 2012 -01 : Arshad Vigar : Windows Replacement : 4K RLTY CORP : 37 N.E. 108th Street Miami Sh Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 = 175.00 mph II Exposure Category = C = N/A Flexible Structure = No - 1.00 Kd Directional Factor = 0.85 Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) _ Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 0.01 9.50 0.11 0.15 0.20 0.20 3 : 12 13.00 ft 16.00 ft 2.00 ft 55.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 14.04 Deg = Hipped = 10.00 ft = 3167.00 ftA Bldg Width Across Ridge= 45.67 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1*(Zm/33)AEpsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.92 • 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, =pi GCPi : Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]A0.5 = 4.29 = 1.00 • 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure MWFRS -Wall Pressures for Wind Normal to 45.67 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting uniformly outward = .56 * ph = pl: Leeward wall pressure acting uniformly outward = .36 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = pw0: Windward wall pressure acting uniformly outward = p0 -pl = 1.20 37.67 psf 37.67 psf 21.11 psf 13.47 psf 24.20 psf 24.20 psf MWFRS -Wall Pressures for Wind Normal to 55 ft wall L/B = 0.83 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.99 psf See Fig 27.6 -2 for Parapet wind cures Roof Pressures See 'Fable 27.62 can rutif ht Wall Pressures See Table 27.6 -1 Elevation Plan Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor Zone 1 2 3 4 5 Load Casel Load Case2 psf psf - 35.31 - 24.34 -36.05 - 32.18 - 26.37 5.16 -7.20 .00 .00 .00 • 1.000 Note: A value of '0' indicates that the zone /load case is not applicable. Hipped Roof Roof Overhang Loads (Figure 27.6 -3): Load Cape 1: Povhl: Overhang pressure for zone 1 = -26.48 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2: Povhl: Overhang pressure for zone 1 = 3.87 psf Povh3: Overhang pressure for zone 3 = .00 psf MECAWind Version 2.1.0.6 Developed by MECA Enterprises, Inc. Copyright 2012 Date : 4/13/2012 Project No. Company Name : Arcon Engineering Group, Inc. Designed By Address : 1175 N.E. 125th Street Suite 2 Description City : Miami Customer Name State : Fl Proj Location File Location: C: \Di.lbert- Miami- Shores- 37 -NE- 108 - ST.wnd ASCE 7 -10 www.mecaenterprises.com : 2012 -01 : Arshad Vigar : Windows Replacement : 4K RLTY CORP : 37 N.E. 108th Street Miami Sh • • � r 2 1122;1 2 .d` 2`,1 2, Ili') Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of 6 Width of Pressure Coefficient Zone "a" = 4.567 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf Window HR -23 Window HR -23 Window HR -24 Window HR -24 Window HR -25 Window HR -25 Window HR -33 Window HR -33 Window 2 -HR -24 Window 2 -HR -24 Window 2 -HR -25 Window 2 -HR -25 Window 3 -HR -24 Window 3 -HR -24 3.20 3.10 9.9 4 1.00 -1.10 40.05 -43.45 3.20 3.10 9.9 5 1.00 -1.40 40.05 -53.63 3.10 4.30 13.3 4 0.98 -1.08 39.30 -42.70 3.10 4.30 13.3 5 0.98 -1.36 39.30 -52.13 3.10 5.30 016.4 4) 0.96- -1.06 T8.76 -42.15 3.10 5.30 116.4 5 1 (0.96 -1.32 38 6 -51.04 4.42 3.25 14.4 4 0 -97 =1.07 39.11" -42.50 4.42 3.25 14.4 5 0.97 -1.34 39.11 -51.74 6.20 4.30 26.7 4 0.92 -1.02 37.50 -40.89 6.20 4.30 26.7 5 0.92 -1.25 37.50 -48.52 6.20 5.30 32.9 4 0.91 -1.01 36.95 -40.35 6.20 5.30 32.9 5 0.91 -1.22 36.95 -47.43 9.30 4.30 40.0 4 0.89 -0.99 36.44 -39.84 9.30 4.30 40.0 5 0.89 -1.19 36.44 -46.41 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, 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 FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300-02104 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp u .n 09/16/09. E -1 Jaime Gascon, P. ' . Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). AU. GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING COMMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS NCUIdNG BUT NOT LOOTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 20018.4. 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 6 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT Emr: AID ROAR FUCK If Ot3U 3 8 0 1 Z009 sacoa1dyinB thawFtlt Florida Dtailag Code A,a m epaziNo �: � Data ` 75 - Gptt 20/11 DMistai I Divisinu fayU l TUBE MULLIONS ALUMINUM S A cE m v °tl� ea 9 B B B O O el GI I B droning no. M04 -04 Ishnet 1 of 8 °� 1.000 �' 1 1.129 -1 1.000 r I f 2.000 125 �,� 2.000 -q 2.50 I� � i ( - MUWON \M04- 04E5Wi + 1.000 4.000 .323 �_ - -.125 a x-.125 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 137 AVE MIAMI, FLORIDA 33174 TEL (308) 2848100 FAX (308) 2826978 2.000 �� -•12S + } +.250 1.000 `.129 4.000 - -.125 3.000 5.000 -- -Ir - a -.125 8.000 8.000 3.000 b +.125 { x.125 .338 .323 } 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 STD. MULLION 6063 -78 �2.o00___1 1.125 8063 -T6 2.000 -�j r.125 6063 -TB 6063 -T6 ALUMINUM TUBE MULLIONS in E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX (305) 624 -7777 2.000 .125 2 X 5 STD. MULLION 2 X 6 STD. MULLION 6083 -78 2 X 6 HEAVY MULLION 4.000 4 y +.129 3.000 6063 -T6 8063 -16 Ede EDGE DLST. 1/2' FOR 1/4' OIA ANCHORS 5/8' FOR 9/18' Dal ANCHORS ANGLE 1. -2.000 CLIP / Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 8083 -T5 6063 -T6 8063 -16 •--• 2 1110 121 0 . E NO CIWNOE THIS SHEET UPMJE0 FOR 2007 FIE -, .720 .158 TP. - 1.890 - 1.905 3.250 2.750 1 2.000 .125-..- ^' eases$ '3136=BAA6 �- --,I i 3.790 NOTCH r OPTIONAL �I \ Ed .ION. EDGE DISF. 1/2' FOR 1/4' DA ANCHORS S/8' FOR 5 /18' WA ANCHORS MULLION CLIP 6083 -16 / /gd, 1/2" T ?. c4muoua 4.500 NOTCH OPTIONAL �� Ed m IBN. EDGE DIST. \��j�i 1/2' FOR 1/9' OIA ANCHORS 9/6" FOR 5/16' OM ANCHORS MULLION CLIP /7a, �/ 1 � d A'i $ S._. 8 ^ n ARSHA0 VIOAR CAN. 3938 1 with the Fled& PRODUCT RENEWED AoccLr: i14Na -40 :: S. �.� r,,,, OAP +/ - 7 ZG ,. '�4 - -� drawing no. M04 -04 OCT 0 1 2009 Woad ,,.,, T °i4= (sheet 2 o 8 6083 -T8 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -I /a• 28 -1/2' 30' 37' 42" 48' 54' 60' 68' 72" 19 -1/8" 26 -1/2" 30" 37' 42' 48' 54' 60' 66' 72" MULL SPAN 38 -3/8" 1 X 3 STD. 150.0 I X 4 STD. 150.0 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 150.0 2 X 4 STD. 150.0 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE unuoNs) 2 X 5 STD. 150.0 2 X 8 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) NULL SPAN 1 X 3 STD. I X 4 STD. I X 3 CUSTOM 1 5 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. HEAVY WINDOW DIMS. moni 0,0 MULL SPAN CUSTOM cusrom HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 118.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 148.8 150.0 150.0 150.0 150.0 50 -5/8' 87.3 140.1 134.6 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 80" 68' 72' 74 -1/4' 74.6 140.9 115.1 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.8 72.8 59.5 108.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 21.8 40.8 33.4 59.7 83.5 150.0 37.4 30.6 54.7 76.5 101.4 150.0 37' 42' 48' 72' 37.9 27.3 55.3 96.7 146.1 27.3 39.9 69.8 105.5 150.0 24.1 35.3 61.7 932 150.0 50.0 75.5 25.2 44.1 66.5 22.0 38.5 107.0 34.3 95.1 30.8 85.6 28.0 42.3 77.8 25.7 71.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 87.5 150.0 150.0 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 68.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 19 -l/8' 28 -1/2' 30" 37" 42' 48' 54' 60" 88' 72" 58' 50.1 143.8 80.5 150.0 77.3 117.7 150.0 150.0 150.0 19 -1/8' 28 -1/2' 30" 37" 42' 48' 54" 60' 66' 72' 84' 51.5 110.1 79.5 150.0 150.0 150.0 150.0 37.2 79.4 57.4 118.1 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 26.6 58.9 41.1 83.2 116.4 150.0 150.0 23.4 50.1 36.2 73.3 102.5 150.0 20.5 43.9 31.7 54.1 118.8 150.0 39.0 28.2 57.0 79.7 150.0 351 25.3 51.3 71.8 95.1 150.0 31.9 23.0 48.6 65.2 150.0 29.2 21.1 42.7 59.8 79.2 145.6 42' se so- ar 72' 132' 28.5 41.6 72.7 20.5 30.0 52.5 83.4 26.5 46.3 73.7 135.4 21.5 37.6 109.8 33.1 98.7 29.0 46.1 25.7 40.9 75.2 23.2 67.7 21.1 33.5 81.5 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 573 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.6 150.0 150.0 150.0 41.7 68.9 64.3 97.8 136.8 150.0 150.0 19 -1/8' 26 -1/2" 30' 37' 42' 48' 54' 60' 66' 72' 63' 38.2 121.9 61.3 150.0 58.9 69.8 125.4 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54" 60' 86' 72' 95' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 22.0 47.2 34.0 66.9 109.9 150.0 382 27.5 55.9 150.0 33.7 24.3 492 78.5 29.5 21.2 43.1 91.0 150.0 26.2 383 61.0 80.9 23.8 34.4 72.8 21.4 313 49.9 66.2 121.6 28.7 60.7 30' se es- 21.9 32.0 89.0 23.1 40.4 20.4 35.7 104.3 84.5 25.5 40.5 35.5 65.2 57.9 28.4 52.1 23.6 43.4 150.0 150.0 150.0 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 63.0 101.2 972 147.9 150.0 150.0 150.0 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 43.2 69.3 66.6 101.3 1419 150.0 150.0 38.8 62.4 59.9 912 127.8 150.0 150.0 35.3 56.7 54.5 829 116.0 150.0 150.0 32.4 52.0 49.9 76.0 108.3 140.8 150.0 19 -1 /8" 26 -1/2' 30' 37" 42' 48' 54' 60' 66" 72' 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 37.5 27.0 54.6 130.2 33.1 23.9 48.4 115.0 150.0 26.9 39.2 93.3 150.0 23.7 34.6 82.2 150.0 20.7 30.2 52.9 132.1 26.9 47.0 24.2 42.3 57.5 105.7 22.0 52.3 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ". 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO AU. TUBE MULLIONS. MULLIONS MOTES TO BE INSCRIBED TAAENG PRODUCT VERTICAL TRILUON GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS 2 -"Dian AMMO WM CARL F1A. PE 38883 CAA. 3538 HORIZONTAL eguLLJON ;- iii PRODUCT " r a CLAENG PRODUCT � CT SUWON SPAN PRODUCT RENEWED iscaraplybsg wits eta Honda ietlikuos cost* Aoscptoto No iiajdialionDote SY dirad eh IL a ALUMINUM TUBE MULLIONS id drawing no. M04-04 shoat 3 of 8 DESIGN EGAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH NO MULL SPAN A B C D E 19-1/8" 150.0 150.0 150.0 150.0 150.0 28-1/2" 150.0 150.0 150.0 150.0 150.0 30' 143.1 150.0 150.0 150.0 150.0 37' 116.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 150.0 150.0 48' 38 -3/8" 89.4 150.0 118.3 150.0 150.0 54" 795 147.3 103.4 150.0 150.0 60" 71.5 132.6 93.1 150.0 150.0 66' 55.0 120.5 84.6 150.0 150.0 72" 59.8 110.5 77.6 150.0 150.0 19-1/8' 150.0 150.0 150.0 150.0 150.0 26-1/2' 1229 150.0 150.0 150.0 150.0 30' 1085 150.0 141.1 1500 150.0 37" 97.9 150.0 114.4 190.0 150.0 42' 77.5 143.6 1009 1500 150.0 48" 50 -5/6" 67.8 125.6 88.2 150.0 150.0 54" 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 65" 49.3 91.4 64.1 128.3 150.0 72' 45.2 83.8 58.8 117.6 147.0 19-1/8" 148.5 150.0 150.0 150.0 150.0 26-1/2" 107.2 150.0 139.4 150.0 150.0 30' 94.7 150.0 123.1 150.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42" 67.6 125.3 88.0 150.0 150.0 or 58' 59.2 109.7 77.0 150.0 150.0 54" 52.6 97.5 68.4 136.8 150.0 60' 47.3 87.7 61.6 123.1 150.0 86' 43.0 79.7 56.0 111.9 139.9 72" 39.4 73.1 51.3 102.5 128.3 19-1/8' 136.7 1500 150.0 1500 150.0 26-1/2' 98.7 150A 128.3 150.0 1910 30" 87.2 - 150.0 113.4 150.0 150.0 37' 70.7 131.0 91.9 150.0 150.0 42' 62.3 115.4 81.0 150.0 150.0 48" 63" 54.5 101.0 70.9 141.7 150.0 54" 48.4 89.7 63.0 126.0 150.0 60" 43.6 80.8 58.7 113.4 141.7 68' 39.6 73.4 51.5 103.1 128.8 72" 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH NO MULL SPAN A B C D E 19-1/8' 118.0 150.0 150.0 150.0 150.0 26 -1/2" 83.7 150.0 108.9 150.0 150.0 30" 74.0 137.1 98.2 150.0 150.0 37' 60.0 111.1 78.0 150.0 150.0 42' 529 97.9 68.7 137.4 150.0 48' 74 -1/4" 46.2 85.7 60.1 1202 150.0 54' 41.1 76.1 53.4 108.9 133.6 60' 37.0 68.5 48.1 96.2 120.2 66" 33.8 62.3 43.7 87.4 109.3 72" 30.8 57.1 40.1 802 100.2 19 -1/8" 102.5 150.0 133.4 150.0 150.0 26 -1/2" 74.0 137.1 96.3 150.0 150.0 30" 85.4 121.1 85.0 150.0 150.0 37' 53.0 98.2 68.9 137.9 150.0 42" 46.7 88.5 60.7 121.5 150.0 48' 84" 40.9 75.7 53.1 106.3 132.9 54' 38.3 67.3 47.2 94.5 1181 60" 32.7 60.8 42.5 890 1083 66' 29.7 55.1 38.6 77.3 96.6 72' 272 $05 35.4 70.9 886 19 -1/8' 8117 150.0 116.7 1910 150.0 26 -1/2' 64.8 120.0 842 1500 1900 30' 572 1080 74.4 148.8 150.0 37' 46.4 85.9 60.3 120.6 150.0 42" 40.9 75.7 53.1 106.3 132.9 48" 96' 359 66.3 46.5 93.0 116.3 54' 31.8 58.9 41.3 82.7 103.3 60' 26.6 53.0 37.2 74.4 93.0 66' 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 62.0 77.5 19-1/8" 79.8 147.8 103.7 150.0 150.0 26-1/2" 57.6 1087 74.9 149.7 150.0 30" 50.8 94.2 66.1 1323 150.0 37' 412 76.4 53.6 1072 134.1 42' 363 67.3 47.2 94.5 118.1 48" 106" 31.8 58.9 41.3 82.7 1033 54' 282 52.3 36.7 735 91.9 60" 25.4 47.1 33.1 68.1 92.7 66" 23.1 42.8 30.1 80.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E" APPLICABLE TO 4 °, 5° AND 6° TUBE MULUONS. ANCHORS TYPE 'A', '8' AND 'C" APPLICABLE TO AU_ TUBE MULUONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH NO MULL SPAN A B C D E 19 -1/8" 71.8 133.0 93.4 150.0 150.0 26 -1/2' 51.8 98.0 67.4 134.8 150.0 30' 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 98.5 120.8 42' 32.7 60.6 42.5 85.0 1083 or 120" 28.8 53.0 37.2 74.4 93.0 54' 25.4 47.1 33.1 68.1 82.7 60" 22.9 42.4 29.8 595 74.4 66" 20.8 38.5 27.1 54.1 67.6 72' - 35.3 24.8 49.8 62.0 19 -1/6" 65.3 120.9 84.9 150.0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30' 41.6 77.1 54.1 108.2 135.3 37' 33.7 62.5 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 96.6 48' 132' 28.0 48.2 339 87.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60' 20.8 385 27.1 54.1 67.6 66' - 35.0 24.6 492 615 72" - 32.1 22.5 45.1 58.4 19 -1 /8" 59.8 110.8 77.8 150.0 150.0 26 -1/2' 43.2 80.0 56.2 112.3 140.4 30' 38.1 70.7 49.6 99.2 124.0 37' 30.9 57.3 40.2 80.4 1005 42" 272 50.5 35.4 70.9 88.6 48" 144' 23.8 442 31.0 62.0 775 54" 21.2 39.3 27.6 55.1 68.9 60" - 35.3 249 49.6 62.0 68' - 32.1 225 45.1 56.4 72" - 29.4 20.7 41.3 51.7 A9.C9 OR £ GLAZING PRODUCT VERTICAL `MULLION GLAZING PRODUCT 2 WI ANCHORS A9.C.0 OR E W2 TYPICAL MULLI N ARRANGEMENTS WIDTH (W) = W1 + 82 2 CHoRs TYPE OR E HOIZONTAL MULLION ARCHES TO BE INSCRIBED V INSIDE RECTANGUAR SHAPE %� GLAZING ' PRODUCT a B GLAZING PRODUCT (\ AftCHOR ➢Eia. di GLAZING PRODUCT ANCHORS A,B D OR E MUWON SPAN Eo r: ARSNAO HOAR GNa. FLA. M S3B883 ''RCJUCT RENEWED so complying wUJI 1No Florida 3Rfl gCoda � No 1. 01 200 D, Wiecti 21irion O 6 z G Si 2. 8= oEV 0461 ALUMINUM TUBE MULLIONS in 0 .5 B Ze a 4 I drawing no. M04-04 (sheet 4 of 8 Ed. 1/4" DIN. ULTRACONS 2 PER CLIP (1 ON EACH WING) 0--4.n n IBY WOOD BUCK 11 h I111 11 11 IIJI 11 II 6J I I 1/4' DAL ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4' DA ULTRACONS 1 PER ANGLE La* FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4” O.C. MIN. 2 PER ANGLE WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION u II 11 1t JI 11 1 II II II II U U I I I I I I 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1 /B" ALUM ANGLE pwip FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'A" #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE II II 11 11 II I II U U 1 1 2 X 2 X I/8" ALUM ANGLE Ed. 2 1/4" NIH. 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 111111 itrAIMEDITIMS 1 BY WOOD BUCK Ed. 1" MIN. II a i1 1LJ1 11 11 j J 1/4" DIN. ULTRACONS 4 PER CUP (2 ON EACH WING) 11101110- nf_ I /4' DIA. ULTRACONS 2 PER ANGLE z FLOATING CUP SNUG FIT INSIDE MULL 814 SIPS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 BY WOOD BUCK 1/4 DIA. ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1 /z" 1 -1/2" AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1111 1/ II ILA 11 11 J 1 1 II II II 11 II II L U 1 1 1 1 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL AN HORS TYPE 'Br 814 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE Emir: ARSHAO MOAK CML FLA. PE ! OW38 C.A.N. SS38 OCT 0 1 2009 • I Il II II 11 II u u I I I I 2 X 2 X 1 /B° ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE 2AODDCF RENEWED scant dying whh the FTNMa Building Cade P No Miami Division C85S fer Co 141 oiq 3 fl( ALUMINUM a m a a u .D 9 9 C ya a K S drawing no. M04 -04 (sheet 5 of 8 ) I /4" DIA ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) DIA. ULTRACONS I PER ANGLE 1/4' qW. ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) 1/4' DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 K 2 K 1/8' ALUM ANGLE 2 X 2% 1 /B' ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE Ed LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 1/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALTERNATE ANCHOR LOCATION 1/4 DIA. ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8' BLOCK 2 -1/2' 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" Engr. ARSHAD ROAR CML RA // 38883 CCJ AL 33388 ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METNACRYLATE LACQUER. PRODUCT RENEWED e'e: 1yin8 wIL dm Fkeuie Filel■Th-g Coin fAiaw OCT O 1 2409 Product Celina ANCHORS TYPE 'C_ Division drawing no. M04 -04 sheet 6 of 8 i LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE APPLICABLE FOR 4 ". 5" AND 6° TUBE MULLIONS 5/16" DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MN. EDGE DIST. MM. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Earr: ARSHAD WOAR OVIL F CAI. �3 Oc r 01 2009 V z m BE MULLIONS Zs CCm9LYm�'C1� Florida uNDIha F • -' S 03 1,zo;piva. rat. vul ;41!1 12 B a B B 6 Sa o A drawing no. M04-04 wheat 7 of 8 ) /I4 5115 SEE CHART FOR QUANTITIES TUBE MULLION #10 FN SMS 2/ SIDE I/8• THICK LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION /14 FH SMS 1 -1/2. O.C. MN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION q�p 4 . #10 FN SIAS 2 PER CLIP 1. O.C. MIN. x 2• x 1/8• (FOR 2BY TUBE) 3/4° x 2• X 1/8• FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL lit METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MN. EDGE GIST. MIN. CL TO CL SPACING ALUMINUM 5 /B• 1 /r ANCHOR CHART TYPE A TYPE B TYPE C NO. OF SCREWS 2 3 2 TYPE D 4 TYPE E 4 Engr: ANSHA0 town FIA PE / 38883 CAN. 3538 (CT 01Z II' zFZ g O E Ca 16 3 a o, Oa o 4.0 Tra' 41110 a O 2 g ALUMINUM TUBE MULLIONS A EC< n Y O w 4 a S E B drawing no. M04 -04 sheet aof 8