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DGT-12-679Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172472 Permit Number: DGT -4 -12 -679 Scheduled Inspection Date: September 10, 2012 Inspector: Bruhn, Norman Owner: GOMEZ, RODOLFO AND SUSANA Job Address: 1156 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number (305)898 -8841 Parcel Number 1132050190250 Building Department Comments WOOD DECK AND SLIDING GLASS DOOR. Inspector Comments Passe 7:4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 07, 2012 For Inspections please call: (305)762 -4949 Page 4 of 35 h2— (2ob-o Li B IL ING PE FBC 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 CATION Perini ' ► e: BUILDING ROOFING Permit No.D-T 2^ (o Master Permit No. OWNER: Name (Fee Simple Titleholder): gOA O/ 6e Phone #: 3 ®s. 5C` e /6? Address: J /�7 Alf j®/ City: 4/1/14044 r 3 /tore State: Zip: 33/3 Tenant/Lessee Name: Email: Phone#: Iva y 0 6ri.-4.- re m-e /Aor e 5 0vt4>y, cr.-vr JOB ADDRESS: Hs-6 /U e /O/ s . City: Miami Shores County: Miami Dade Zip: 3..5/3 7 Folio/Parcel #: Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: 911.)74 -e Bt, i / de -X. Address: 14'k.E ct$' 11-47 o ve,_ City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone #: 30s--9s-/, c, / ? 7 Value of Work for this Permit: $ 42600 le IC Square/Linear Footage of Work: 3/ r Type of Work: ❑Addition ❑Alteration CKew ❑Repair/Replace ❑Demolition Description of Work: ?i+-14 O 'D ec L . .13 S i/ et ¢-i S 6 ie.-Ls /,eo r ce r& of 4-( ***x:** ** *** ************** **** u* ******** Fees***** ** a: **** **************** **** x*** ****+r*** ac) Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is 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. Signature wner or Agent The foregoing instrument was ac wledged before me this 11 day of Ae A L, 204L, by d O C &ynit 1 n who is personally known to me or who has produced At 9 As identificatiO tl 1 viiNI take an oath. q ~ . 1. �� ruaUiiNN"'ti\ NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires: 7/7 Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) /�. PROPERTY OWNER: ROo0ti; K. c PERMIT # .1)(01-.0— ^401" 1 US-4 e. / / sr/ pc , �di r'S s 3313 ADDRESS: FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 't7 S/ ? o -a COST OF PROPOSED IMPROVEMENTS: /Pa, ©© 0 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 4/7/ ? a a VALUE OF PRINCIPAL STRUCTURE (attach appraisal): / .3 /I V5_3 OWNERS SIGNATURE: PLANREVIEWER: DATE: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: NAME: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT (�® i4 6014,-3 DATE: 50 7/749/91- ADDRESS: //S /tie f ®f S% 1-1!ift444 Shc s, FC 33J38 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial f 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myforidalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legal and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of ¥ ` L-, 20� By 94-)P01.—r-O (C' who was personally known to me or who has Produced there License or / as identiflpatir v,11,,,,* Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Na DGT -4 -12 -679 Issue Date: Not Issued Folio Number:1132050190250 Owner's Name: RODOLFO AND SUSANA GOMEZ Job Address: 1156 101 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (305)898 -8841 315 $ 2,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 4/19/2012 : Yes Miami Shores Viiiage Building Department RECEIPT PERMIT JT1 O1_ DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 o Contractor la Owner o Architect Fick ed up lets of plans a d (other) Address: 2S '2-0 2, /la' � Cpy�� C�� �'�', 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: PERMIT CLERK INITIAL: k( k r LocLc Permit N . 12 -679 Job Name: April 19, 2012 Miami Shores Village 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 approval from Miami Dade County Health Dept. (DOH /HRS) 2) Plans must be designed under the 2010 FBC including the correct wind speed. 3) Provide calculations for the wind design loads. 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 Rick Scott Governor Steven L. Harris, M.D., M.Sc. Interim State Surgeon General Rodolfo Gomez 1156 NE 101 St Miami, FL 33138 April 25, 2012 RECEIVED APR ` 0 012 RE: Contingency Letter Application Document No: API 068208 Centrax Permit Number: 13 -SC- 1403223 OSTDS Number: 1156 NE 101 St Miami, FL 33138 Lot:2 Block:177 Subdivision: Miami Shores Sec. 8 Dear Applicant: This will acknowledge receipt of an application dated 04/06/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Proposed new wood deck. There is not increase in sewage flow, change sewage characteristic, or any alteration that change the conditions under which the system was approved. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645. http: / /www.MyFloridaEH.com w 4 RCEIVE;L, APR g02012 BY: MECAWind Version 2.1.0.5 per ASCE 7 -10 Developed by. ECA Enterprises, Inc. Copyright 2012 h'Ww.mecaenter•rises.com Date : 3/29/2012 Company Name : Address : 1156 NE101 STREET City : MIAMI State : FL File Location: C: \Program Files \MECAWind \Default.wnd Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Project No. Designed By Description . Customer Name : Proj Location : Procedure All Heights Building (Ch 27 Part 1) = 175.00 mph II Exposure Category = • N/A Flexible Structure = • 1.00 Kd Directional Factor = Damping Ratio (beta) = 0.01 Alpha = 9.50 At = 0.11 Am = 0.15 Cc - 0.20 Epsilon = 0.20 Slope of Roof - 2 : 12 Ht: Mean Roof Ht - 11.50 ft RHt: Ridge Ht = 14.00 ft OH: Roof Overhang at Eave= 2.00 ft 2 Bldg Length Along Ridge = 56.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area C No 0.85 = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 9.46 Deg = Gabled = 9.00 ft = 3406.00 ft^ Bldg Width Across Ridge= 56.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 - 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)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 15.00 ft = 0.23 = 427.06 ft = 0.91 • 0.88 • 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 27.4 -1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems • B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area • 0.85 • 1.00 = 56.57 psf • 0.80 • 3406.00 ft ^2 = 0.80 MWFRS -Wall Pressures for Wind Normal to 56 ft wall (Normal to Ridge) Wall Cp Pressure .Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50. Side Walls -0.70 -34.22 -13.86 -43.84 -23.48 Wall Elev Kz Kit qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/ -chi Kip K -ft Windward 14.00 0.85 1.00 56.57 28.28 48.65 62.51 49.01 343.05 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 5.8 ft 5.8 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 56.Oft - 0.90 - 0.90 -0.50 - 0.30 -53.46 - 53.46 - 34.22 - 24.61 -33.09 - 33.09 - 13.86 -4.24 MWFRS -Wall Pressures for Wind Normal to 56 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Elev KS Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi + / -GCpi Kip K -ft Windward 14.00 0.85 1.00 56.57 28.28 48.65 62.51 49.01 343.05 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 5.8 ft 5.8 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 56.0 ft - 0.90 -53.46 - 0.90 -53.46 - 0.50 -34.22 -0.30 -24.61 - 33.09 -33.09 - 13.86 -4.24 MECAWind Version 2.1.0.5 ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaencerprises.com Date : 3/29/2012 Project No. . Company Name : Designed By . Address : 1156 NE101 STREET Description . City : MIAMI Customer Name : State : FL Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd 3L 2 I3 I I I � I 1 1 1 I 1 1 1 21 1 1'") I 1 I 1 1 1 1 1 1 1 .� 31 r 13 01 I 3 1 I 1 I 1 I 1 1 1 I 1 —1 1 " 1 1 1 1 1 1 1 1 1 31 13 Gable Roof 7 <= 8 z= 45 Wind Pressure on Components and Cladding (Ch 30 Part 1) Width of Pressure Coefficient Zone "a" = 4.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf 10' X 6' -8" DOOR 10.00 6.67 66.7 5 0.77 -1.11 53.69 -72.91 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 = 56.57 psf Qhcc:.00256 *V ^2 *Khcc *Kht *Kd MIAMId]WDE COUNTY BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode 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'roduct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Gouty 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 su ch testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materialwhi their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Pidduct 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 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3 -1/4" sill 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. 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 & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 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 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30/03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass I7 Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOM 06- 0606.02 and 04- 1117.05 i 1. �4 Isaq I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E -1 192" MAX. 6" MAX. DOOR WIDTH 15" MAX. CLUSTER OF ANCHORS HEAD /SILL CORNERS /i 1 1 I I • --y HEAD /SILL (I AT SEE I I ! 1 HEAD /SILL (STILE LOCATIONS) DETAIL ON SHEET 3 =p 8 V �_�.. PANEL HEIGHT 89 3/4' MAX. D.L. 1 1 1 I I • // O O �/ 7. V L"J �/ . I ) _. 43 11/16" MAX. 49 1/16" MAX. D.L. OPG. 49 5/16" MAX. t° PANEL WIDTH PRODUCT RENEWED ssomtntWeesits toms e2...1... SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION 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 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT 000RS GLAZED WITH LAMINATED GLASS RATED FOR LLARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. MO ;Cade nalloO - 2 /0.07 EsWtaAoo Date J / %.{ Waal Dade lodact Comm Mahlon Engr. OR. HUMAYOLN FAROOG STRUCTURES FLA. PEC 16557 CAN. 3538 N 3 0 2009 U 3 a FAX. (305) 249 -0842 4 drawing n� W03 -100 (sheet 1 of 8 3/16' H.S. GLASS .090' INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16` H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' -0 XO (SHOWN) OX xx 3/16" H.S. GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' 3/18" H.S. GLASS SILICONE DOW CORNING 795 -0 OXO (SHOWN) XXX GLASS TYPE 'B' -0 6 4- XXX (SHOWN) 5/32' HEAT STREN'D GLASS .090" INTERLATER 'DUPONT BUTACITE PVB' 1/4° HEAT STREND GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A'. 'B' OR 'C' PANE, WDTH wCoES 0009 HEIGHT °C'00 NO REINFOR'G MEDIUM REINFOR'G HEAVY REINF'G EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 36 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 36 42 48 96 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 0 4- 4- -0 OXXO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 8- 0- -0 XXXO(SHOWN) XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. PRODUCT RENEWED as amply/as with the Florida Balding Code Acaeptaace $g ita fO % (_6 % Ylhatloo Data M4.C. �70 % / j Clw MFI hL n.J... MlintitIrde diot¢. D1vEdoa NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Engr. G9. HUYATOUN FAR000 STRUCTURES FLA. PE / 16557 C.A.N. 3538 JAN 3 0 2009 0 u v y°d 9 a c 0 v g 2 oc Ea!¢ 11 -08 -031 5 • A drawing no. W03 -100 sheet 2 of T CLUSTER OF ANCHORS SEE DETAIL BELOW 72" 6" MAX. TYP. HEAD /SILL CORNERS DOOR WIDTH i/ 61 lG I I I`l 31 3/8' D.L OPG. 37" 15' MAX. 1YP. HEAD /SILL - g < I I 31 3/8" PANEL WIDTH D.L. OPG. 37" PANEL WIDTH TYPICAL ELEVATION XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (09 OR XO ONLY) GLASS TYPES 'A' 011 'B' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH HEAD SCHEDULE 'A' SCHEDULE 'B' NOMINAL INCHES 000R 60061 INCHES EXT. ( +) INT. (-) EXT. ( +) INT. ( -) 30 HEAD 80.0 103.0 80.0 103.0 36 80 80.0 103.0 80.0 103.0 42 80.0 103.0 80.0 103.0 45 80.0 103.0 80.0 103.0 30 98 80.0 103.0 80.0 103.0 38 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 103.0 36 80.0 95.0 80.0 103.0 THE SHOWN EXT. ( +) LOADS REOUIRE 3 -1/4" SILL HEIGHT (DTL. 81 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE 'B' W000 HEAD 1/4' ANCHORS 5/16" ANCHORS SIL. 1/4" ANCHORS 1/4" ANCHORS JAMB 1/4" ANCHORS 1/4" ANCHORS CONCRETE HEAD 1/4" ANCHORS 5/16" ANCHORS SILL 1/4" ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4' ANCHORS 1/4" ANCHORS NOTE: ALL CLIP ANCHORS 1/4" DMA. (ITEM #10) MULLION ANCHORS a 812 5M5 (N0 SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 6' RETAINING CLIP AT HEAD & SILL O O O 1 1/2" PRODUCT RENEWED Deft c.d. "mBehiS with the Florida dea8ae Date � ��0 , �8, -20(4 DIroLdea 1 1/2' 2" 7" Engr. DR. HUNAYOUN rAR000 STRUCTURES FLAL PE 9 30337 CAN. 5536 DETAIL CLUSTER OF ANCHORS AT STILE ENDS JAN 3 0 2009 z 0 re 0 Q s 8 0 0 9 a 0 S 8 O C 3 8 8 S drawing no. W03 -100 (sheet 3 of 8 sheet 4 of 8 ) 3/4" MIN. TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. A' 5/16" ANCHORS USE SCH. SEE ELEV. FOR SPACING TYPICAL ANCHORS 1/4" DIA 3 PER CUP 18Y WOOD BUCK 0 W3 a TYPICAL ANCHORS 1/4" DIA. 3 PER CLIP 88 r TYPICAL ANCHORS 1/4" DIA. 3 PER CLIP TYPICAL ANCHORS IN PAIRS 1/4" DIA. USE SCH. 5/18" DIA. USE SCH. 'B' SEE ELEV. FOR SPACING TYPICAL ANCHORS ®12 SMS OR GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS 1/4" TENS OR GRADE 5 SDS 3 PER CLIP • HIGH STRENGTH GROUT _ NOT 8Y E.S. WINDOWS MUST TRANSFER SHEAR W1 LOADS TO STRUCTURE ICAL ANCHORS IN PAIRS TYPICAL ANCHORS 1/4" 01A. 1/4" DIA. SEE ELEV. FOR SPACING 3 PER CLIP MARI —DADE COUNTY APPR'D MULLION STEEL 1 /8" THK. MW. ALUMINUM 1/8" THR. MW. (5083 -15) SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS #12 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TENS OR GRADE 5 SOS E ELEV. FOR SPACING METAL STRUCTURES TYPICAL ANCHORS IN PAIRS — 1/4" DIA. SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° OR 5/16" DIA. ULTRACONS BY 'ELCO' (Fu -177 48. Fyv155 451) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE 01STANCE5 INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE PC - 3000 PSI MIN. MASONRY Fm = 1500 PSI NIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: Wi = 1 -3/4° WEEP NOTCH AT EACH END W2 = 3/4° WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2° FROM EACH END Engr. DR. HUNAYOUN FAROOD STRUCTURES RA. PE 8 18457 f..AN. 3538 �' AN S 0 2009 PRODUCT RENEWED %Mug Cade the W& ad Acceptance gd7adae Date /T E BY Mood. Cattier Division 2 ti 1- I8o ft G 0$ a ug 0'0;0+ a 0 4 10 Z 4i _ Z _I o m 0 n a Z 0 rn FAX. (305) 249 -0842 in 0 0 0 v 8 8 8 8 r 8 41 8 droving no. W03 -100 2BY VOID BUCK ci FIX. PANEL ON OUTSIDE TRACK 810 X 1/2" PH SIAS 2/ CUP OPTIONAL O TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING STRUCTURES METAL `+ FIX. PANEL ON INSIDE TRACK 1/4" MAX. SHIM ELL OPG 1111=.J IRS -- TYPICAL ANCHORS IN PAIRS 1/4" 01A. SEE ELEV. FOR SPACING DOOR WIDTH INTERLOCK STILES ASTRAGAL STILE EXTERIOR DOOR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES 27 D.L. OPG. 1/4" MAX. SHIM TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING PRODUCT RENEWED as eaalplying watt the Florida Mrropra Cads aphnnDNos -., EIplA ,.o7 doa Date ,,2 c <, /1 BF G 1 L44Pt.1 ea n SCREEN OPTL DOOR WIDTH Engr: OR. HUMAY N F" 0Fi STRUCTURES FLA. PE 9 18557 C.A.N. 3538 JAN 3 0 2009 Division (13I,u Z kk n gi 0%i n LL vl oB.4o 046E _ ME p Cr SERIES -4000 ALUM SLIDING N 3 O U FAX. (305) 249 -0842 1 drawing no. W03 -100 sheet 5 of 8 O co INTERLOCK STILES O 7 ASTRAGAL STILE SCREEN OPTL - - -- MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES 1., t =maw SCREEN OPTLr - -- NO REINFORCING ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 ES- 4001 -1 1 FRAME HEAD 6063 -16 - 2 ES- 4002 -1 1 STD. FRAME SILL 6063 -76 - 2A - 1 HI -RISE FRAME SILL 6063 -T6 - 3 ES- 4003 -1 1 FRAME JAMB 6063 -06 - a E5- 4004 -1 2/ PANEL TOP AND BOTTOM RAIL 6063 -T5 - 5 ES- 4005 -1 AS REDD. LOCK STILE 6063 -T5 - 8 ES- 4008 -1 AS READ. INTERLOCK 8063 -T5 - 7 ES- 4007 -1 AS REOD. FEMALE ASTRAGAL 8083 -T5 - 8 ES -4008 AS REOD. TOP & BOTTOM RAIL STIFFENER 6063 -T8 - 9 ES -4009 2/ PANEL PANEL CUIOE (TOP ONLY) CELCON NOT SHOWN 10 E5 -4010 2/ PANEL RETAINER CUP, 6" LONG 8063 -16 - 13 E5 -4013 AS REOD. GLAZING WEDGE - - 14 ES -4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 14A ES -4019 AS REOD. SIUCONE STOP NEOPRENE - 15 W23241NK AS 8E00. 511LE & JAMB W S1RIPPINC - GLASS PANELS, ULTRAFAB 16 0266470K AS REOD. TOP RAIL WSTRIPPINO - GLASS PANELS, ULTRAFAB 17 ES -4015 AS READ. BOTTOM RAIL W'STRIPPING VINYL GLASS PANELS 19 110X1 -1/4" PH 8645 6/ PANEL PANEL ASSY SCREWS - GLASS PANELS 19A 110X1" FH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35- 1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. 5T. STEEL 1 -1/4" 0.0. WHEELS 21 11081 -1/4" PH 5645 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300 -1055 1/ MOV. PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - 16 -32 0 1/2" FH M5, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 26 110 PH SUS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 16232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) 16 -32 X 1/2" FH M5, ST. STEEL 28 ES4028 AS REOD. SILL RISER 6063 -15 - 29 ES -4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 6063 -15 - 29A ES -4020 2/ PANEL • FIXED PANEL CUP (INSIDE PANEL) 6063 -T5 FOR OXO DOORS 30 110X1 /2" PH WAS 2/ CUP FIXED PANEL CLIP FASTENER - - 31 - AS REOD. 1/4" X 1 -1/2" REINFORCING 8Mi STEEL - 32 - AS REOD. 1/2" X 1 -1/2" REINFORCING BAR STEEL - 33 P38024011 AS REGD. 3" LONG SEL0 ADHESIVE PILE PAD WOOL AT HEAD AND SILL 34 - 2/ SIDE BUMPON NEOPRENE - Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 3338 JAN 3 0 2009 PRODUCT RENEWED complying with the Deride Balding Code Atceptaoee No 177 E,L I.C1,44.1. Contra! Division r n 0 U O Q a za Y 8 54 qa W a a drawing no. W03 -100 sheet 6 0l13 pa 2 !/ SMS PER LEG FIX. PANEL CUP 3/4' X 2' X .090` ALUM ANGLE NOTE: FIX. PANEL CLIP USE INTERLOCK & ASTRAGAL 3/4' X 2' % .090` REINFORCING AS PER ALUM ANGLE TAOLE ON SHEETS 2 & 3 V we IIII, IV COMP- ANL \W03 -100E 1 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (905) 2628978 • ,_ '�w ill • 1 ! �l F� �� in 2 110 ER LEG ', 1.'� id ,, X o X I I I I;' I' au. MIL: L7--: INL. 11. MIN 11 , .1... E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 249 -0840 FAX. (305) 249 -0842 k Iii �T �Rr� ∎ yi1 =� Or—D 0 co = o x H w I} I; I'' 41 I ' I' I;, 1 �'. 'I'I' I 1 FIX. PANEL CLIP ALUM ANGLE X 0 X 111 REV. PER BCCO COMMENTS NO CHANGE THIS SHEET NO CHANGE THIS SHEET .� M_` L- n ■ h r J M _,I _ a- — ` 8TG SMS I' 2 PER LEG 1/ 1�.:,� �.:„ %�1 Milli 0 I' 'r . r= e■■oao 4 y �I '���� � XOXXOX CONFIGURATION PRtYDif�l' RIEN6WE0 E g : OR, HUMTURES FARtWO STRUCTURES i/ 1 9 FLPE y 78531 C.A.N. C 3538 JAN 8 0 2009 ,,��,,.�7]IIII as e0ID with Florida BMdleg Cede truitkotooptiacemt.N. 47/ 1r .. " drawing no. W03 -100 {o4 'ow= sheet 7 or 8 4.249 1.124 1.530 1.812 .969 L-2.875_1 4.3 1 FRAME HEAD LOCK STILE 2.750 1.875 062 L J .125F STEEL CHANNEL ASTRAGAL REINFORCING 1.317 .5001 --=I OO RAIL STIFFENER 1.374 9 - .812 INTERLOCK STILE 3.560 ' it C .438 INSIDE PANEL FIXED PANEL CUP 3.313 77 32 INTERLOCK REINFORCINGS 2.499 1.610 1.879 PANEL TOP /BOTTOM RAIL O FRAME JAMB 1.812 ASTRAGAL STILE 2.500 STD. 3.500 HI -RISE 2.250 .125 is L_ L1.418---=1 10 RETAINER CLIP FRAME SILL 2e SILL RISER FRAME TOP CORNER 111:,z.,,O1MOIXICT RENEWED Didion A FRAME BOTTOM CORNER .610 l_ 1.000 PANEL CORNER Ens,: OR. NWU.YOUN FAR000 STRUCTURES RA PE 0 16557 CAN. 3538 1.972 SCREEN TOP /BOTTOM RAIL SCREEN STILE JAN 3 0 2009 a a8 drawing no. W03 -100 sheet 8 of 8 MIAMI•DADE COUNTY BUILDING CODE COMPLIAN 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 Vigar, 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.Eov/buildingcode 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 Vigar, 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 Vigar, P. E. Complies with ASTM E1300-02/ 04 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 expi • 09/16/09. E -1 Jaime 1. 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). 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 W000 ONLY. MATERWS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MNMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUREMENTS. USE CONNECTION TO MULLION 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 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 4.000 5.000 ri 11 6.000 TYPICAL •I s-'� — GLAZING PRODUCT !17JII I � I Ilti'�jl TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY 6063 -76 II I III 11 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Eigr: ARSHAD MOM COAL FLA PE f 38863 CAN. 3538 OCT 0 1 2009 �0 4.000 PRODUCT RENEWED as c8lalyli 6 with dies Florida 13e1:13 Ccirr Ac4 DiArao No Dear Divie.ic t ALUMINUM TUBE MULLIONS 0 e 2 8 8 fd 0 5 8 8 8S S 0 it S 8 5 drawing no. M04 -04 sheet 1 of 8 1.000 C .125 -1 1.000 p- -1 I i_2.000- ^j�,.125 I 1 i'°�2.000-- �y I I 4.000 .323 6.000 4 d.125 6.000 _1.2� 1.000 '� I° I .125 4.000 .125 1.000 125 2.000 y 4-.125 -� - .250 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2048100 FAX. (306) 2626978 3.000 .338 5. 000 -"' °- .125 3.000 - .125 .125 338 .323 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 STD. MULLION 6063 -06 �z.aoo -�{� 12s • 6063 -T6 2.000 -I,. 6063 -16 6063 -T6 2.000 .125 - - - -� Ill ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAW MULLION 4.000 125 3.000 - - .125 6063 -T6 6063 -T6 6063 -16 Ed " MIN. EDGE 0187. 1/2" FOR 1/4" 016. ANCHORS 5/8" FOR 5 /16" DIA. ANCHORS ANGLE 2.000 CLIP -1 / --"#---"-----' . Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063 -05 6063 -T6 6063 -16 - .720 .156 TYP. - - 1.690 - I dP.ennnhnn 1 A 3 i 2 NO CHANGE TH5 SHEET II UPDATED FOR 2007 FRC ) 1 1.405 - 3.250 2.750 2.000 A25 - �28S 0 'ADSffi 8S 8> 8 -N m iB 3.750 NOTCH I. OPTIONAL �, Ea 1/2" MIN. EDGE D15f. 1/2" FOR 1 /4" DI6. ANCHORS 5/8" FOR 5/18" DU. ANCHORS MULLION CLIP /Ed. 1 /2" TYP. _� �amuew 4.500 NOTCH OPTIONAL Ed m MIN. EDGE DIST. 1/2" FOR 1/4" DI ANCHORS 5/8" FOR 5/16" 016. ANCHORS MULLION CLIP / i/2" TYF, •' Ed, (4. b: 0400 II Engr: ARSHpO >IIOAR CND CAN 3538 63 QCT 0 ! 2005 PRODUCT 11ENEWED nrmf jinn 1vi01 the Ftmldd =noonlcas _ EtuilrEms 4z fr ii 7 Data - r- - drawing n0. M04 -04 p Z. o! 1 -. 3Y 7'+nadePe� cad . 6063 -T6 6063-76 sheet 2 of 8 �U NI Ili DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. IX STD. ISTD. I X 3 CUSTOM 1 X 4 CUSTOM STD • STD • HEAVY WINDOW DIMS. ISTD. ISTD. 1 X 3 CUSTOM 1 X 4 CUSTOM Ern. STD. HEAVY WINDOW DIMS. STD. ISPD. 1 X 3 CUSTOM 1 X 4 CUSTOM STD. STD. HEAVY STD. STD. STD. STD. STD • STD. WIDTH (8?) NULL SPAN WIDTH (W) MULL SPAN WIDTH (w) 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" 74 -1/4" 74.8 53.8 140.9 115.1 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60° 66° 72" 120" - - - El - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 101.7 83.1 148.6 131.3 150.0 150.0 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 _ 150.0 150.0 150.0 150.0 150.0 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 93._8 82.1 72.9 148.9 150.0 150.0 - 28.6 50.0 75.5 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 29.7 64.2 52.4 131.2 114.8 102.1 - - 25.2 44.1 66.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 56.1 45.9 150.0 135.2 150.0 150.0 - 22.0 38.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 23.6 49.9 40.8 _ 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 44.9 36.7 65.8 91.8 121.7 150.0 - 30.8 46.6 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 - 37.4 30.6 54.7 76.5 101.4 150.0 - 25.7 38.8 71.3 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 19 -1/8" 28 -1/2" 30" 37' 42" 48" 54" 60" 86" 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1/8° 26 -1/2" 30" 37" 42° 48" 54" 60" 66" 72" 132' 28.5 41.6 72.7 115.6 150.0 136.2 150.0 150.0 150.0 150.0 150,0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 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 50.7 102.6 143.5 150,0 150,0 150.0 - 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 - 21.5 37.6 59.7 109.8 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 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 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 57.0 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 51.3 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 65.2 86.4 150.0 - - - 21.1 33.5 61.5 50.1 80.5 77,3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - 30.7 56.4 19 -1/8" 26 -1/2" 30" 37" 42' 48" 54" 60" 55" 72" 88' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 46" 54" 60" 66" 72' 96" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60" 66" 72" 144" - 21.9 - 56.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 MEIN= - 23.1 40.4 64.3 118.0 91.7 147.2 141.4 150.0 150,0 150.0 150.0 22.0 47.2 34.0 68.8 109.9 145.6 150.0 150.0 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 �� 28.9 46,0 84.5 65.5 105.1 101,0 150.0 ®" 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 W��� - - - - 25.5 KM 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 35.6 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.8 - 31.5 57.9 45.8 73.6 70.7 107.8 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - 28.4 52.1 41.7 66.9 64.5 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" 66" 72' 63" 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" 86" 72' 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 1 q . Si $ g i SY = 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 ARCHES TO INSCRIBED HORIZONTAL MULUMI INSIDE RECTANGGUU LAR SHAPE 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 83.0 55.5 101.2 89.1 97,2 85.6 147.9 130.3 150.0 150.0 150.0 150.0 150,0 150.0 - - 26.9 23.7 - - 39.2 34.6 68.6 60.4 93.3 82.2 150.0 150.0 �I _ 3 GLAZING CRAZING VERTICAL °- NUUION GLAZING T zz j 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 43.2 69.3 66.6 101.3 141.8 150.0 150.0 - - - 26.9 47.0 63.9 117.4 GLAZING PRODUCT GLAZING PRODUCT 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 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 a ALL LOADS ARE EXT.(+) /INT.( -). NOTE. o = .0 13g $ $ gl Bg 91 W2 MUWON SPAN S o< c m u m w MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. } o Ai „ 8 „ S .? » (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr. "RS""° VICAR PIA PEP 38863 ►HOTJUC'F CAN. 3538 OCT 01 2009 RENEWED. Iii' 9w811. Fior,da ;:,�a3 �6 3 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 81 + W2 WIDTH (w) 2 4 ", 5" AND 6" TUBE MULLIONS. Zvi:4km Dais -17,5 , 1 �, - _ Zo(4 ' .. - 3y •, , );ris;a, drawing no. M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS (sheet 3 of 5 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 0 C D E 19-1/8" 0 150.0 150.0 150.0 150.0 150.0 26-1/2" ' 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" 89.4 150.0 116.3 150.0 1 50.0 54" 79.5 147.3 103.4 150.0 150.0 60" 71.5 132.6 93.1 150.0 150.0 66" 65.0 120.5 84.6 150.0 150.0 72" 59.6 110.5 77.6 150.0 150.0 19 -1/8" 150.0 150.0 150.0 150.0 150.0 26-1/2' 122.8 150.0 150.0 150.0 150.0 30" 108.5 150.0 141.1 150.0 150.0 37" 87.9 150.0 114.4 150.0 150.0 42" 77.5 143.6 100.8 150.0 150.0 48" 50 -5/8" 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 66" 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 1 50.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42' 67.6 125.3 88.0 150.0 150.0 48' 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 66" 43.0 79.7 56.0 111.9 139.9 72" 39.4 73.1 51.3 102.6 128.3 19-1/8" 136.7 150.0 150.0 150.0 150.0 26-1/2" 98.7 150.0 128.3 150.0 150.0 30" 87.2 150.0 113.4 150.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42" 82.3 115.4 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 56.7 113.4 141.7 66' 39.6 73.4 51.5 103.1 128.8 72' 36.3 87.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1 /8" 0 116.0 150.0 150.0 150.0 150.0 26 -1/2" ' 83.7 150.0 108.9 150.0 150.0 30" 74.0 137.1 96.2 150.0 150.0 37" 60.0 111.1 78.0 150.0 150.0 42' 52.8 97.9 68.7 137.4 150.0 48' 74 -1/4' 46.2 85.7 60.1 120.2 150.0 54' 41.1 76.1 53.4 -- _106.9 133.6 60" _ 37.0 68.5 48.1 96.2 120.2 66" 33.6 62.3 43.7 87.4 109.3 72" 30.8 57.1 40.1 80.2 100.2 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" 65.4 121.1 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' 36.3 67.3 47.2 94.5 118.1 60" 32.7 80.6 42.5 85.0 106.3 86" 29.7 55.1 38.6 77.3 96.6 72" 27.2 50.5 35.4 70.9 88.6 19 -1 /8" 89.7 150.0 116.7 150.0 150.0 26-1/2" 64.8 120.0 84.2 150.0 150.0 30" 57.2 108.0 74.4 148.8 150.0 37" 46.4 85.9 80.3 120.6 150.0 42" 40.9 75.7 53.1 106.3 132.9 48" 96" 35.8 86.3 48.5 93.0 116.3 54" 31.8 58.9 41.3 82.7 103.3 60" 28.6 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" 57.6 108.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42' 38.3 67.3 47.2 94.5 118.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 38.7 73.5 91.9 60" 25.4 47.1 3.3.1 66.1 82.7 68" 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.8 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SQL 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 MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 0 71.8 133.0 93.4 150.0 150.0 26 -1/2' ' 51.8 96.0 67.4 134.8 150.0 30" 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42' 32.7 - - 80.6 -- 42.5 -� 85.0 106.3 48" 120' 28.6_ 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 66" 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8' 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 33.8 87.6 84.5 54' 23.1 42.8 30.1 60.1 75.2 80" 20.8 38.5 27.1 54.1 67.8 68" - 35.0 24.6 49.2 81.5 72' - 32.1 22.5 45.1 56.4 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 80.4 100.5 42' 27.2 50.5 35.4 70.9 88.6 48' 144' 23.8 44.2 31.0 62.0 77.5 54" 21.2 39.3 27.6 55.1 68.9 60" - 35.3 24.8 49.6 62.0 66" - 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS CTYPE A.B,CD OR E WI VANCHORS A.B.C.0 0R E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - WI 2 + W2 ANCHORS TYPE A,fi,C. OR E th HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE '"GLAZ NG ys."."--4,.. ...7 PRODUCT 3 1 �(\ ANCHOR DETAI. 0 GLAZING PRODUCT VERTICAL ._ MUWON Z 0 GLAZING GLAZING g PRODUCT PRODUCT ' WI VANCHORS A.B.C.0 0R E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - WI 2 + W2 ANCHORS TYPE A,fi,C. OR E th HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE '"GLAZ NG ys."."--4,.. ...7 PRODUCT 3 GLAZING PRODUCT �(\ ANCHOR DETAI. 0 GLAZING PRODUCT g ANCHORS A.B.C.D OR E MULLION SPAN Coon ARS}}IIAO WAR CML FLA. PEP 38883 C.A.N. 3538 "'F.CDUCT F =HEWED LB comglycug with shy Florida 3ai!g Cads % `0001 119717 No 01 2003 Ida WT4a1 Da Product 7vision c1) ♦41 z O }$ CC cs i N 6 0 7 n O paa 2:41 ▪ N_ ALUMINUM TUBE MULLIONS 0 0 0 a G A D n C 0 0 2 8 8 '1 8 0 1 drawing no. M04 -04 sheet 4of Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) Ed. 18Y WOOD BUCK II 11 11 II it 11 11 11 ILJI 1i 1, r. J 1 1 1/4" DIA. ULTRACONS 2 PER CLIP (1 014 EACH YANG) 1/4" DIA. ULTRACONS 1 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL 814 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 28Y WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION 11 11 11 11 11 11 ILJI 11 i1 6 I 1 II 11 11 11 U u 1 I I I 1/4" DIA ULTRACONS 1 PER ANGLE 2% 2 X 1 /8" ALUM ANGLE 0� h� =11=21 FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'A' 814 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE II II 11 11 U u I I I I I I 2 x 2 x 1/8" ALUM ANGLE Ed ft MIN. I /4" DIA. ULTRACONS 2 1/4" 4 PER CUP (2 ON EACH WING) MIN. 1 BY WOOD BUCK Ed 1" MIN 11 11 11 11 11 II ILJI 11 11 IL J I 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FR INSIDE MULL .00111011 IMF/ 2 BY WOOD BUCK 1/4 DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 80 PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-MIRE METHACRYLATE LACQUER. 11 11 11 11 11 11 I1 ILJI 11 11 814 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE II 11 11 11 11 11 11 11 U u I I I I I I 1/4" DIA ULTRACONS 2 PER ANGLE f 7:L FLOATING CLIP SNUG FIT INSIDE MULL 814 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE ANCHORS TYPE '8' Enp, AR5HAU WOAR CML 1'1.. PE / 738863 8 C.A.N. 53 OCT 0 1 2009 11 1 I 11 11 U u 1 I I 2 X 2 X 1/8" ALUM ANGLE 2 x 2 x 1/8" ALUM ANGLE PRODUCT RENEWED s =implying with tho Florida Banding Codo Amp'.anca No 0 on Dato 711" Miami Division d •er 6 got' ALUMINUM TUBE MULLIONS in 0 0 3 Y 0 n m G S 0 a E a 19 14 8 m 3 0 3 14 0 U 8', drawing no. M04 -04 sheet 5 of 8 1/4' DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4' 01A. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH RING) 2 PER ANGLE 1/4' DIA. ULTRACONS FLOATING CUP SNUG FR INSIDE MULL #14 SUS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE FLOATING CUP SNUG FT INSIDE MULL 114 SMS 4 PER ANGLE _:JAL: Ed. ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. . MIN. EDGE 015T. MIN. EMBEDMENT WOOD 1' 1 -3/8" BLOCK 2 -1/2' 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" 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 PAINT OR WATER -WHITE METHACRYLATE LACOUER. Engr. ARSHAO YIOAR CML RA PE S 38863 CAN. 938 OCT 01 2009 PP.O:X.1CT MEWED c^xrlying wias the Fkxtdn Du3d:cg Cod. Aceeptsxe No I — I ' 3 2019' By Mirnzl Dad4 Product Control DIvl*ion 1n L 15 0 n N a 15 11I 9 1:10 a 8 a B dS tl IS B ac a a s drawing no. M04 -04 (sheet of 8 5/16' Da. ULTRACONS E4. 4 PER CLIP (2 ON EACH WING) 5/16' DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 222 x 1 /6" I I ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYP E. APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DIN ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2' 1 -3/4' AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: AASHAD MAR CML RA. PEG 3 36943 CAN. 538 OCT 01 Z � P. 031CT GE N I:Wr E D s 'ac? r , Co :gy . I .Ae Fiorito 4ceed p: rai2o . 072. • ;�1 , VENN .add ' .•. Canto Iilision S.03 2014 z g Ql CC o 00 O. ot Og on • -q .. o y O E g n C N wg V. ZO ALUMINUM TUBE MULLIONS O O 3 FAX. (303) 624 -7777 8 0 ; 001 v a 8 c 4 8 8 S 0 c droning no. M04 -04 sheet 7 of 8 ) sheet $ of $ J #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION #10 FH SMS 2/ MDE 1 /8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAUL( JOINT AFTER ASSEMBLY ACCESS HOLE —TUBE MULLION #14 FH SMS 1-1/2" 0.C. MIN. SEE CI-ART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I . #10 FH SMS 2 PER CLIP 1' 0.C. MN. 1-3/4" X 2' X 1/8' (FOR 28Y TUBE) 3/4" X 2' X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. o MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART TYPE A TYPE B TYPE C TYPE D TYPE E N0. OF SCREWS 2 3 4 Engr. ARSHAD VIDAR CPAL FLA. PE # 38863 CAN. 3838 CC' 012 PRODUCT RENEWED as wa:Plying with the Plonda thdhlio8 Goad Acccptdcw3 No Expiration Rand Dade Product Control 1M+kinn .03 obf4 ALUMINUM TUBE MULLIONS FAX. (305) 624 -7777 0 y 6 g 0 -o E 8 8 S 8 S S 8 c Y drawing no. M04 -04