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WS-17-1525
ON NO VS Miami Shores Village , 'fin 7)�01*40 funvirS 10050 N.E.2nd Avenue NE .... rnr�or Replacetn Miami Shores,FL 33138-0000 by Phone: (305)795-2204 6128l2t>r1T Expiration: l 2542017 Project Address Parcel Number Applicant 1401 NE 104 Street 1122320320050 FRANCISCO JAVIER GOMEZ BE Miami Shores, FL 33138-2663 Block: Lot: Owner Information Address Phone Cell FRANCISCO JAVIER GOMEZ BEATRIZ 1401 NE 104 Street -- - - - -- MIAMI SHORES FL 33138-2663 1401 NE 104 Street MIAMI SHORES FL 33138-2663 Contractor(s) Phone Cell Phone Valuation: $ 13,900.00 HOME OWNER E Total Sq Feet: 0 Type of Work:CHANGING 10 WINDOWS&1 DOOR Available Inspections: No of Openings: 11 Inspection Type: Additional Info:CHANGING 10 WINDOWS&1 DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 DBPR Fee Invoice# WS-6-17-64255 $3.15 06/28/2017 Check#:620 $202.70 $50.00 DCA Fee $3.15 Education Surcharge $2.80 06/08/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $252.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF AVIT: I certify th 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zonin . Fu e r authorize the above-named contractor to do the work stated. June 28,2017 A on ature:Owne / Applicant / Contractor / Agent Date Building Department Copy June 28,2017 1 ?�Ya�r,a Gel�. ��`� Miami Shores Village JU zo17 kX Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t9"S� BUILDING Master Permit No.WS 1-7— PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ®> s CONTRACTOR p DRAWINGS C- \ JOB ADDRESS: ��! �� IU iI®� -334-3 7 _ �1/�A� sHD �� 1 City: Miami Shores County: Miami Dade Zip: J Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple T leolder V1�—� ® "� L Phone#: .30:5 632 __�_i SO Address: IN01-1 AJE- ' ®Oc f ff sz City: &i At" �s State: �L Zip: 812).4 37 Tenant/Lessee�Name:: Phone#: Email: 6 _ �y1 o CONTRACTOR:Company Name: :WD21 owfwY Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ X q 00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New p❑ Repair/Replace ❑ Demolition Description of Work: k�fU ' [� �.� 0i I-uboW% Specify color of color thru tile: Submittal Fee$ Permit Fee$ 2,10 l0 CCF$ 8 A0 CO/CC$ Scanning Fee$ y� Radon Fee$ DBPR$ 3 S Notary$ Technology Fee$ I - -20 Training/Education Fee$ G.- B® Double 4$ Z Structural Reviews$ Bond$ TOTAL FEE NOW DU -70 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is 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 a pection fee will be charged. Signature Signature OWNER or CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this h day of niC 20 1- ,by day of 20 by TV- Z who is personally known to who is personally known to me or who has produced Drl Ver banes as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU NOTARY PUBLIC: Sign: 0 Sign: Print: -L- o MCILk Ie Print: Seal: `ti Syg= YANAD IETO Seal: .: COMMISSION#FF 214031 H• -'a EXPIRES:March 25,2019 aon&d Thru Notary Pebk Undem tm APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i Miami Shores Village �---- o�� Building Department 10050 N.E.2nd Avenue p Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 ��,, OWNER BUILDER DISCLOSURE STATEMENT NAME: �.7iVltV_ 6r."4 DATE: G ADDRESS:_/q9 7®f IUE /(q .AMI - 32)3� "AM/ EWE6 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 far 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. 1 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 1,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 JG 2. 1 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. Initial 3. 1 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. 1 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 com piete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. /� Initial Zy 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. Initial Z 0 7. 1 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. �A Initial '3v 8. 1 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. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern 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 Q� 10. 1 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.mvfioridalicense.com/dbr)r/pro/cilbAndex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: ��k01 SIE 104 S MiClmiShorts 33) �- Initial_� 12. 1 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. Initial_I C,— 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 contractor's 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 owner's 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 20 �1 0 By 170116SCC) who was personally known to me or who has Produced t cue or �YN'�+ L�C� � as identification. ,,yes* �- YAWY PRIEM R _*, ._ MY COMMISSION#FF 214031 aW EXPIRES:March 25,2019 �'�` Bonded Thru Notary Public Urdernitem U���-�� Village Miami hores K ri Building Department p... 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpR�A Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: �6 P_'U-'v (ell Qualifier/Owner Signature Date nn ame U���� s NOTICE OF COMMENCEMENT 5-FN 2017RO333556 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR BK 30601 Pq 2159 UFss) 7 RECORDED 0-7/06"201: 1.1. 7 RT PERMIT NO.NO.6 -1'7-tj-Z TAX FOLIO NO. R r.- _CUNT`( Tq 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. Space above reserved for use of recording office 1.Legal description of property and street/address: (ZZ VF_2 Aj %OA 40-42- CAT S ALL � It q 2.Description of Improvement: LU I Kf to I SGA-GLS iA 3, Owner(s)name and address: I r?_IJ Ji Interest In propertr.. 1/qo,� AAL Z000%7- SRp"S ( FL) aA./3;? — Name and address of fee simple titleholder: L4_0A NE 10T Q- "I'A10MI' MWETT 1-137135 4.Contractor's name,address and ne number. 0 A, 5.Surety.(Payment bond required by owner fro ntractor,if any) Name,address and phone' umber: 2W N ZA Amount of bond N /W I 6. Lender's name and address: =WE nr.g nglp&cMuNTf OF DADF- lfor�, 7.Persons within the State of Florida designated by Owner upon Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: N 1A kgp V S.In addition to himself,Owners designates the following person(" nor ors otic v 713.13(1)(b), Florida Statutes. De Name,address and phone number. Al /A RWR Pon 5 1� I XZU A N 9.Expiration date of this Notice of Commencement: (the expiration date 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 OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1, 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 ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEM NT. N o Signature(s)of Owner(s)or Owner(s)'Autho Officer/Director/Partner/Manager Prepared By 1 7 Prepared By Print Namtq__jk\r1a_a_ Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The,IEQregoing instrument was acknowledged before me this 51-1" day of, By t-IraOUC. ;SOM''eir "C-,c Mt% _7 IN Individually,or L)A�� GL - -for L)Personally known,or 0 produced the following type of Identifi atil 2© Signature of Notary Public: Print Name: (SEAL) YAWYPRIEro -4 MY COMMISSION#FF 214031 VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES . EXPIRES:March 25,2019 Under penalties of perjury.I declare that I have read the foregoing and Bonded Thru Notaq Public Underwriters that the facts stated in it are true,to the best of my knowledge and belief. I Signature(s)of Owner o Owners's Authorized Officer/Director/Partner/Manager who signed above: By By 12301-52 PAGE 3 SM I� Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE LitAL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 69940-5144 Date Requested: 5/15/2017 3:20:18 PM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey ,•°'°. ECO WINDOW ECO VANDOW •••• "": 9114nw106st 9114A*$66st a••;•, 'g Medley, FL 33178 Medle)AAF 33178 •• °""' Project Address: 1401 NE 104 ST °""' - •• MIAMI SHORES FL 33138 Job Name: 1401 N�..,• •..:.. • •s• .. .. . gees. Project Information Wind Load Analysis for compdrSenIs end claddir%i with g geese impact protection as per speci itatlon of ASC 7-10&2014 .• Wind Speed 175 mph FBC. "°"' • Risk Category 2 •° Geese: Building Classification Enclosed • Exposure Category D Trib.Area(ft Zone 4 Zone 5 Roof Type Sloped 10 +48.6 -52.7 +48.6 1 -65.1 Mean Roof Height 15.00 ft ZC-PdE 4 r-1 dmAD%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft 7G NF 5 MEIOHT'H-FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A General Calculations '�- - — — - Directionality Factor(Kd) 0.85 =' - Velocity Pressure Coefficient(Kh) 1.03 Velocity Pressure Coefficient(Kz) 1.03 d d11d- G, r.F Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads 4converted to design loads as per 1609.1.5 of the FBC by �',' �'i' " ' 0.6 multiplication factor. ©2017, Copyright AI-Farooq Corporation CAN (EB)#3538 MiAMaGADE MIAMI-DADS COUNTY 011-1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamideAL.gov/economX Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)resew the right to have this product or material tested for quality assurance purposes. If this prodaet or maberWfails to, �te ..0. perform in the accepted manner, the manufacturer will incur the expense of suchst►ng and give:!1HJ may - immediately revoke, modify, or suspend the use of such product or material witIJIV Oft jurisdietiort. RE'R•••- reserves the right to revoke this acceptance, if it is determined by Miami-Dade CoLt►ty Prodtfu ContrDl...; Section that this product or material fails to meet the requirements of the applicable 014ing code***• 0 • This product is approved as described herein, and has been designed to comply.yjiX•the Flog�d*Building •• Code, including the High Velocity Hurricane Zone. ..'..' '..' ...... D190 ' Z� t Series;'Eco Guatrd 300-Aluminum�i Win+ L.M, .•"m••• • APaw PROVAL DOCUMENT Dring No.W09-20,titled"Eco-Guard Series-3 J0 Alpm Fix;4 WAw. (L.M.I.)",sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/12,prap*ed by. -Fgrooq ;••••; Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cbalrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. Avgsti IMPACT� {`r: Large ll lYhssileLnpa R€scsta�t 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#14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"71S10 CMIAM&MADNECOUNTYMEt#an Date: d't�ne 17,21119 Approval>�ate. Septe €tar tt3,zOx w Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by 3avad 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 T4 .%02-94 3)Water Resistance Test,per FBC,TAS 202-94 ' . 0000 0000.* along with installation diagram of a 971/4"wide x 961/8"highWo-GuVdgelies 300 •; aluminum double fixed window,prepared by Hurricane Engmeldfiig&T49ting Inc.,0 0••• Test Report No.HETI-08-2192A, dated 01/15/09,signed atZ je-pled by Candido F.:•••• Font,P.E. (Submitted under NOA#09-0413.08) '00000 0.0 0 00000 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS•241-V .••O•• ••:••0 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •• • •'••:• along with installation diagram of a 97 1/4"wide x 96 1/8"%Woo-Guard'series 300 ' aluminum double fixed window,prepared by Hurricane Engineering&jesd;g Inc.;0 0 0. Test Report No.HETI-08-2192B,dated 01/15/09,signed ant sealed by Gand1 o F.:"": Font,P.E. (Submitted under NDA#09-0413.08) •• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted underNOA#09-04X3.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No: HETI-08-2194,dated 01/15/09, signed and sealed bCandido F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control E a ' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. 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 along with installation diagram of a50 5/8"wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.RETI-08-2195A,dated 01A5/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verication calculations and structural analysis,comylyiAg with IMC f S« • Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signsd.and •' sealed by Javad Ahmad,P.E. $90:00 •• • ••••• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • ...... .. . ..... 1. Miami-Dade Department of Regulatory and Economic Resouices•(tER;•• •• •••••• E. MATERIAL CERTIFICATIONS ° '• • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Aftrt'c4 Inc jW tivir :0000: "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGIas®(Clear and White)Glass InterIayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5"Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Peez, E. Product Control nkam' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 MIAMMADE MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) .miumidade.gov/economy ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. 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 rifflf fo,have this product or material tested for quality assurance purposes. If this product or material fails taperformin the accepie�d, • manner, the manufacturer will incur the expense of such testing and the AHJ may imm Udide ly rejJ;:�odify,.QQ;. suspend the use of such product or material within their jurisdiction. RER reserve§.tbp right to.revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that thi$prQduct or material faife to• meet the requirements of the applicable building code. •....' ••••• ••••• This product is approved as described herein,and has been designed to comply with the•Flosida Building Code, ••'•• in oldlllg h Hi Veloclty_HUI71Cane Zone. •• •• •• • ••••i• �ICRICP't` N: er�es �700�' luo", nm +ain#o Y encs- • •. ••••i• • • • PROVAL DOCUME✓ :�rh l .Wl',f 4- i"e eries- U Alum ibLV Glass boo••r(�..M.I.�, ••, sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revisedgon DFMV,2015,• • signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the lotice ofcepaacestwnber ayndxn�rat,otLdate by the Maami Da , odaacControl Section. n �ISSIILI MALTA Large,rtucl xn do + � of Limitations: 1.See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0912.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. r 5 MIAWDADB COUNTY N+t}A Noy 1 Page I 1'1',y1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W1349 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file#13-0912.02) 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 24113.2.1,TA9.102-94 '. along with marked-up drawings and installation diagrams of Alum s M91 Glass Woor"s, ;••• ; prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7J4 j;ted 091 SJ3 013 a4d last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,'E.E.' '••••• ••••• Note: The above referenced test report has an addendum letter dated•FfO 0,2Q?4jVued lig"'• Fenestration Testing Lab,Inc., signed by Ms.Iliana Sanchez,test repbrfA,uthor.00 ' C. CALCULATIONS • 1. Anchor verification calculations and structural analysis,comply •v�ith FB 2014(51h;•••• Edition),prepared by Al Farooq Corporation,dated 06/10/15 and%t revised ort jXC 02, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Sentry Glass 0(Clear and White)Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. r X54.•5 �. t��,.•.+�.�—.. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,2015 E-1 — z �} MIAMI•DADE MIA74I1—DARE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315-299 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidnde_gJeconomy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product g;ynaterial fails to perform in the accepted manner,the manufacturer will incur the expense of sucktesting wA the AHJ ••• . may immediately revoke, modify, or suspend the use of such product or materiar wif a their j sdiction. •• RER reserves the right to revoke this acceptance, if it is determined by Miami•Rade County Products.... • Control Section that this product or material fails to meet the requirements of the applAAAe building code. This product is approved as described herein, and has been designed to comply�'ltlfthe FloriaATuilding • bode;i�cmlWt# Va r T •••• •••• ••••• . . R ♦s.; •• .• • ••••. E'SCR*T110N.Set its H •••••. •••••• ��CO-Guard'Clippetl"Alu>Rinum fiul�e Mullion��1�. • APPROVAL DOCUMENT: Drawing No. M14--01, Series titled "Aluminum 3u0$14ullion",•Sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 'prepared by_•Ai~•eFarooq:•• • Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dada Coanly Pro�lggt Control;••••; Section Approval stamp with the Notice of Acceptance number and Approval date by the MiaN;Dade Gouut�.Pxadupt3Co��Z1..S�.tco r ,, , � Gt fr a �`tsssirle>natcE LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 consists of this page I and 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. MIAMFDADE GOUNTlf ell � �� t A > Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M1441, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped.%luminum mullion at fixed windows, prepared by Hurricane Engineeri7jg &.Testit%.10., Test,.... Report No. HETI-08-2192A, dated 01/15/09, signed and sealed'by CandW@.F. Font, •; P.E. 0000.. .. . 000000 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 20f±94 :0960: 2Cyclic Wind Pressure Loading per FBC,T�JX03-94•..... along with marked up drawings and installation diagram of.a..clipped,.aluminum•%.. mullion at a fixed window/a single hung window,prepared by-NirAcane Engineering•••;' & Testing, Inc., Test Reports No.'s HETI-08-2192B and 0=1-08-2161W, both '. dated 01!15109,signed and sealed by Candido F.Font,P. E. %•••%•00 0 ••• 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94..• ; 000 . 2) Uniform Static Air Pressure Test,Loading per FBC,TAS�&-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc., Test" Report No. HETI—O8 2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). X. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. " Product Control Section Supervisor NOA No.14--0529.16 Expiration Date: October 23,2019 Approvai Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 56 Edition (2014), issued by At Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, HET148 219213, HETI-08 2166A and HETI-08 2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/0$,•' �gned b� Manuel Perez,P. E. •• ,,,, •,•• . ...... .. . ...... G. OTHERS ••• •• • 1. None. • •••••• •• • ••••• • •• • •.• • • • Jaime D.Gascon,-P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration bate: October 23,2019 Approval Date: October 23,2014 E-2 t . 4,F MIAMI-BADE MIAMI DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidede.gov/economv Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suc4 testipg and-&e*'AHJ may immediately revoke, modify, or suspend the use of such product.or material witlfivAeV jurisdj�*tjon- RER •••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade*Comty Prh jptt Control •;-• Section that this product or material fails to meet the requirements of the applicable+lneMing code.. This product is approved as described herein, and has been designed to comply.with the Flosida6Buildi4g 6•• � ecl>�dia the ocity Hurricane Zone 0000 6.0• 6666. Seriesum_"Kco-G2001?Al ', Ian' L ;•;. •6 6 6 6 APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard�Series-2go 044n. Rolling •• Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24109,with revision E dated 07t15/15'prepggd by0A1- ...o:. Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the MiarnZad&County Product • .6690. Control Revision stamp with the Notice of Acceptance number and expiration date 6y the Mia�r-Ale • 00 Quaty Pzod�xCszantcz�Se �on TSSIIZ I'WA1 � 'IlG:fax m kaipasct� nt LABELING: Each unit shall bear a permanent label with the manufacturees 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#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. KAMMADE COUNTY E i t ,rT �Ct SJ2 �te Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202—�*••• along with marked—up drawings and installation diagram of a;jajaminum stiigte hung•••;• 0000 window,prepared by Fenestration Testing Laboratory,Inc.,Test.Rrport N • ry ��!' 4i• • FTL-7635,dated 12/09/14,signed and sealed by Marlin D. Brkvs a,F.E. . • (Submitted under previous NOA#14-031 7.01) 00000 0 ..••• :0000: 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-91;"690000• 66:906 2)Uniform Static Air Pressure Test,Loading 96%VBC TAI D2-94 3)Water Resistance Test,per FBC,TAS 202.94... • 4)Forced Entry Test,per FBC 24113.2.1,TAS�&-94 • 0 0 0 0:. 0000.. along with marked-up drawings and installation diagram of a.'XOMalumtnum ••; horizontal sliding window;prepared by Hurricane Engineering&'besting,luc,•Test • Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido P7 Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue er P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 t 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CoNTwum) 5. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312 08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ...... along with marked-up drawings and installation diagram of a(OxaluminUm• •••••• horizontal sliding window,prepared by Hurricane Engineerir%&,T.*estingilVc',.Test •. Report No.HETI-08-2228B,dated 01/15/09, signed and seale&$y.Candido F •"" dont,' 0000 P.E. 0 0000 .0000. (Submitted tinder NOA#09-031 Z.08) '••• ••••• 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS%,V4;p "••• 2) Cyclic Wind Pressure Loading per FBC,TAA%43-94 •'.0 so along with marked-up drawings and installation diagram of aX(3X aluminum • • horizontal sliding window,prepared by Hurricane Engineeri&g VTesting;?nc,Test. Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido'.. font,00 • P.E. (Submitted under NOA#09-031208) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-03X2.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0312.08) Manuel P ez,P.E. Product Controlxa iner NOA No.15-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition (2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16••• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Arngjica=Inc.fbtVieir .... • "SentryGlas®(Clear and White)Glass Interlayers"dated.&�l5,exp.•11ArIg on .• 07/04/18. ***:so F. STATEMENTS •••• ••••• 1. Statement letter of conformance,complying with FBC 5t'FQ4j;(2014'acid of nd • financial interest,July 8,2015,signed and sealed by Javad P.E. G. OTHER •��•�� 1. Notice of Acceptance Na.1434317.01, issued to Eco Window System?,,1%Qfor tO Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. Manuel a z,P.E. Product Contr l aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 rc. VIE CON -'A yn, MG HURRICANE F,ia BEDROOM OF PERMIT BEDROOM NOT PART V 1 eggs OF PERMIT a 0 NOT PART ATE: 0000 0000 0 FLORIDA Fy 00000 6 BATH0 0 0. 0 0 0 6 ^-ii, r; hrnl! � 0.00 0.00 •• •'0 • 000g 0 0 1 o 4, o •0 0 0 W!iH ALL FEDERAL go 00 0 T C4000 620:0: Ch : q000:o ooeo:o 10 :< 6 ca o w W ee DD KITCHEN o•• • 6 Z 0 000 o es, o o LIVING ROOM m 0 0 cn 5 �d < 11 CLOSET GENERAL NOTE: OF PERMIT NOT PART HALL MASTER ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR No. RmWm/lsmm Data OPENING OF NOT LESS THAN 5.7 SQUARE FEET. �® BEDROOM 30 THE WIDTH SHALL BE NOT LESS THAN 20"AND GARAGETHE HEIGHT SHALL NOT BE LESS THAN 24" . THE PERMIT OF PERMIT BATH BOTTOM OF THE OPENING SHALL NOT BE MORE NOT PART THAN 44"ABOVE FINISHED FLOOR. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE (D O WITH THE UNITS NOTICE OF ACCEPTANCE-REFER FLOOR PLAN TO PRODUCT CONTROLS. OF PERMIT A NOT PART ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. :r 73 3" 37" 37" 73" a MG HURRICANE 38 3 " 50 ��� 2 � 6 of �a O O .... 900* so go QTY=l QTY=1 • . . .. � ,� �� QTY=1 O • FIX WINDOW 300 L.M.I. FIX WINDOW 300 L.M.I. •„;, HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0715.10 N.O.A. 15-0715.10 •••• QTY=1 N.O.A. 15-0728.05 ' v-: ••,•, •.:. • FIX WINDOW 300 L.M.I. •p •• M.. . 09 0:'© � • co • • .. • .Q • U) J...... • (n z W .. O 2 x 4 ALUM. MULLION o v co N.O.A. 16-0218.03 z Q 72” 72" 192" 6 )11 81 No. Rev!Wm/h� Dee w s Pi 1E PERMIT O QTY=1 OWINDOWS AND DOORS FIX WINDOW 300 L.M.I. ELEVATIONS N.O.A. 15-0715.10 QTY= 1 SLIDING GLASS DOOR 770HP L.M.I. N.O.A. 16-0629.07 am "' MG HURRICANE 72" 3" 0006 • 00 .•. 00 0000 .• . 0... 0 •00.0. •••0 . 0 0000 -o, • 0000• .0.0 .0 0: . 000. 0000• 000 .. . .00 . 0 000.0-, • 000 QTY=1 • •� co.. • 0000 •�— M QTY=l • 0 m • • FIX WINDOW 300 L.M.I. HORIZONTAL OLLINS 200 L.M.I. :�.'. �•••�' •� N.O.A. 15-0715.10 N.O.A. 15-0728.05 w". : z o .. O z_ Q 3" 19" 38 31921%)11 11 NCL 10 .ma QTY=1 QTY=1 FIX WINDOW 300 L.M.I. PERMIT HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0715.10 N.O.A. 15-0728.05 -- WINDOWS AND DOORS ELEVATIONS an °` 3 WINDOWS AND DOORS SCHEDULE MARK FRAME PANEL MANUF./ MODEL TESTED WINDOW DESCRIPTION GLASS TINT. COLOR STYLE WIDTH X HEIGTH PRESSURE(P.S.F.) N.O.A. MG HURRICANE ALUMINUM FIXED WINDOW 7/16" LAM.O ECO WINDOWS IMPACT RESISTANT (TYPE "C") GREY WHITE O 37"x 38 3/8" SERIES 300 -80 15-0715.10 OALUMINUM FIXED WINDOW 7/16" LAM. GREYWHITE 73 3/4"x 38 3/8"O ECO WINDOWS +75 15-0715.10 IMPACT RESISTANT (TYPE "C") SERIES 300 -80 OALUMINUM HORIZONTAL ROLLINS 5/16" LAM. GREY ECO WINDOWS +75 WINDOWIMPACT RESISTANT (TYPE "A") WHITE XO 73 3/4"x 50 1/2" SERIES 200 -80 15-0728.05 ."•'. O ALUMINUM FIXED WINDOW 7/16" LAM. O 37" x 63" 15-0715 ECO WINDOWS +75 1.11 •• �• 4 IMPACT RESISTANT (TYPE "C") GREY WHITE SERIES 300 -80 .10 • sod*0 .... ••00 ALUMINUM FIXED WINDOW 7/16" LAM. X00: 100.0. • 5 GREY WHITE (2) 72 x 60 15-0715.10 O •• °0 o• "•"• IMPACT RESISTANT (TYPE "C") SERIES 300 -80 •0 •I-- C7 • • .. • O6 SLIDING GLASS DOOR 7/16" LAM. GREY OXXO ,� ECO WINDOWS +70 ;o•�•� X00000 • IMPACT RESISTANT (TYPE "B") WHITE 192 x 81 SERIES 700 -80 15-0612.05 W.• ; •• ; U) w ft .. O7 ALUMINUM FIXED WINDOW 7/16" LAM. GREY ECO WINDOWS +64.3 O IMPACT RESISTANT (TYPE "C") WHITE O 72 x 50 1/2 SERIES 300 -64.3 15-0715.10 Z OALUMINUM FIXED WINDOW 7/16" LAM. GREY WHITE O 72"x 50 1/2" ECO WINDOWS +64.3 IMPACT RESISTANT (TYPE "C") SERIES 300 -64.3 15-0715.10 OALUMINUM HORIZONTAL ROLLINS 5/16" LAM. ECO WINDOWS +75 15-0728.05 WINDOWIMPACT RESISTANT (TYPE "A") GREY WHITE XO 53" x 50 1/2" SERIES 200 -80 10 ALUMINUM HORIZONTAL ROLLINS 5/16" LAM. GREYWHITE XO 53" x 38 3/8" ECO WINDOWS +75 15-0728.05 WINDOWIMPACT RESISTANT (TYPE "A") SERIES 200 -80 11 ALUMINUM FIXED WINDOW 7/16" LAM. GREYECO WINDOWS +75 IMPACT RESISTANT (TYPE "C") WHITE p 19" x 26" SERIES 300 -80 15-0715.10 PERMIT WINDOWS AND DOORS ELEVATIONS oas sr o.r 4 er. yard , 2.688 U $ WINDOW WIDTH .062 I 500 FALSE MUNTINS D.L. OPG. Z 3 .769 (SURFACE APPLIED) A — mj 1.813 875 OPTIONAL z 2 Z 1.000 2.611 3 H 062 O Q FLUSH FRAME ADAPTER 2.750 LC II It Q � h FRAME HEAD/SILL/JAMB ==1i=____�i== v a c'4 4 ii n o a Q< 4 II II 0 •a• .750 � ____�-^----�--_= i • ��0p• 0000•• 813 .803 I I f I *000 tw�l q�j .• • �_ t7 II fl •••i 02 �� �y�' C„}� ------B IIIf1Iu IIIl1Ii �r�/ _ EI1uIIni II1I} N d ••• .Q.W •N� • C .i 0••0•0 0 • J ••0 .050 ••• 00000 o .... .. ..•..GLAZING BEAD • •• • •• • 00000•• _j • - ••0•• 1.0701 • • VI •0000• •• pm•• Q 375 ••00 050 � LC o r,r2 :• 00 ANCHOR COVER3 O to M j - Iz �� 6' MAX. 12' MAX. z ,n HEAD/SILL HEAD/SILL CORNERS I Ur w w L�1 "TYPICAL ELEVATION A;LUMINUk 1NbD6''�" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. v a a D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" o o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. WIDTH = WINDOW WIDTH -- 3.625" R 0 COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER 0. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING a a MIAMI-DADE COUNTY APPROVED MUL.UONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c °3m " THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a g a o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ,41 0a m v a HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 LOADS TO THE STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Enyr: JAVAD AHkW PRADUCTREMED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML as com 1 ' % ' c4 'N a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FlAd PE 78592 prn8 nt�ttrelH7orMa x c.aN. 131ulaing Code l5-o J5•�fl ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No o NOT PART OF THIS APPROVAL. �/ 1 E?n 'ration Date 20191 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS / BYac ITED TO STEEL/METAL, SCR , T2015 Miami adaProda:hCa drawing no. COME INTO I CONTACT WITH OTNCLUDING BUT HER IM DISSIMILAR MATERIALS SHALL MEET THE W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet '1 of 5 M DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �V 3ji6' ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' N WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WOTH (W) LENGTH (L) EXT.(+) ANT.(-) EXT.(+) 1NT.(-) .090" Interlayer 090° Interlayer Butacite PVB SentryGlas 24' 75.0 80.0 80.0 90.0 2 -1/4"° 760 80,0 : 80.0 90.0 Z J By 'Kuraray America, Inc.' By 'Kuroray America. Inc.' 30" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 -90.0 ..` Is! I 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 38" 75.4 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 _ a 42" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 p p SILICONE SILICONE 48' 75.0 80.0 80.0 90.0 26-1/2* 75.0 80.0 80.0 90.0 0 + v DOW CORNING 899 gg. DOW CORNING 899 GE SCS 2000 t= GE SCS 2000 54' 75.0 84.0 80.0 90.0 3T 3 -00.0 80.0 90.0 p ��,, 60" 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 Q t r II i II I► 68' 75.0 80.0 80.0 90.0 74".;° 70.0''' 8i- 80.0 90.0 4 I j 72' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 5 li li 5 g d• • !j !j AT 1/4 POINTS tj !j AT 1/4 POINTS 24' 75.0 80.4 80.0 90.0 37" 50_5/84 75.0 80.4 80.0 90.0 O ,� ii ij 8 ON LiTES WIDER ii Ii 8 ON LITES WIDER 30" 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 90.0'• v •• THAN 36` ONLY THAN 36" ONLY 36" 75.0 80.0 $OA 90.0 74' 71.3 73.1 80.0 90.00040 4=•i^n 0000:0 JL 11 42" 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.000004 :0000: 48' 75.0 84.0 80.0 90.4 3T 63"': 75,0 80.0 90. • • Q ' •�i #8 X 1---1/4' SMS #8 X 1-i/4" SMS 54' 75.0 60.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 � � •�•• ••:•'. AT 3-1/2" FROM ENDS AT 3-1/2' FROM ENDS 60' 75.0 80.0 80.0 90.0 E6-�/2* 75.0 80.0 80.0 90.0 • • • • ••• AND 10" O.C. MAX. AND 10" O.C. MAX. -E ,•• • a •••• • 66' 75.0 80.0 80.0 90.0 76' 75.0 80.0 80.0 co 0.• U . a • GLASS TYPE=D 72' 75.0 76.6 80.0 90.0 67.9 69.9 80.0 90.d `� J CFO ••••i• GLAZING OPTIONS 24' 75.0 80.0 50.0 90.0 ""' 30" 75.0 80.0 80.0 90.0 •• g••• ••,, • • 36" 75.0 80.0 80.0 90.0 W W •' 42" 60. 75.0 80.0 80.0 90.0 48° 75.0 80.0 80.0 90.0 E tc co 54' 66.8 71.3 80.0 90.0 Q Ij 60' 60.2 64.2 80.0 90.0 L I r (0;7) 66' 60.2 64.2 80.0 90.0 U M '� W. WIDTH % � 0 I 72" 60.2 64.2 80.0 90.0 `' 'l Z IJi_ WINDOW WIDTH_ WINDOW WIDTH W. � y r 24' 75.0 80.0 80.0 90.0 � z 30 75.0 80.0 80.0 90.0 36 75.0 80.0 80.0 90.0 Rall, 0- - cn 42" 7275.0 80.0 80.0 90.0 W g 48' 75.0 78 6 80.0 90.0 NOTE:4JI 7180.0 90.0WIDTH AND LENGTH DIMENSIONS CAId BE oRIENTEO VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 6100 , 60.2 ; 64.2: 80.0 90.0 24' 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 8_0.0 80.0 90.0 36'42' 70.0 7 .0 N N 64' 75.0 SOA 90.0 r "- -- � -- - � r - 0.0 80.0 90.0 c � tj 48" 65.6 65.6 80.0 80.0 I f I I 54' 64.3 64.3 80.0 90.0 I i I 24' 75.0 80.0 80.0 90.0 3 �W.._W_IDTTH�{ 30" 75.0 80.0 80.0 90.0 1 1 I 36" 96" 75.0 76.2 80.0 90.0 NOTE; � 13 s`� ooa r 42" 64.6 64.6 60.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE °c $ m o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 48" 59.9 59.9 60.0 90.o BASED ON ASTM El 300-09 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 S F=- '22L - 30' " 75.0 80.0 80.0 90.0 Engr JAVAD AtIMAD o cs o 108 9' PRODUCT REVISLrD j ii z 36" 74.5 74.5 80.0 90.0 FLA E. 0592 as complying with ft FlOrli t I I I 42' 61.5 61.5 80.0 90.0 C.A.N. Budding Code 3 L J AccrptanceNo ti$--�•©� f5. 1t)t a a 24' 75.0 80.0 80.0 90.0 Bx iration Dak A it 30' 120" 75.0 80.0 80.0 90.0 qjB ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36' 74.5 74.5 80.0 90.0 ;•l ctni adc oduct drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU 2015 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. W09-20 sheet 2 of 5 TYPICAL. ANCHORS 1 BY r� o SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 D BUCK V U w00D SUCKSTRUCTURE SEE ELEV. FOR SPACING OR O a s a G d a '. I MIAMI—DADE COUNTY APPROVED WOOD RE I °4 °' a a 4 4 4 4 - °' MULLION & MULLION ANCHORS d. . . a 4 ° - 4 Q . ° 4• SEE SEPARATE NOA Z z3 2 � 4 0 I _ 3: Igo LL i 3 0 L 4 TYPICAL ANCHORS TYPICAL ANCHORS I SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING :•�• Q �•��g�� ����:� I 1 ••••4 0 t�o} ii { •••: .1 13 M •� • • It ••• art. •••••• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ' SEE ELEV. FOR SPACING .... '..•.• .....• j1 Ij ' 177 KSI, F'y=155 KSI) •• • V•• • o ••••�• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM € u= AND TRANSFER THEM TO THE BUILDING STRUCTURE. ti.u � .. .• D STRUCTURES In 0000•• 1-1/2" MIN. PENETRATION INTO WOOD ••••o$ :....: THRU 1 BY BUCKS INTO CONC. OR MASONRY 00 W •• 00) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY fn tu- LU a ii !i DIRECTLY INTO CONC. OR MASONRY ?V)- 0 i! !! 1--1/4" MIN. EMBED INTO CONC. OR MASONRY �' I—r- i 1 i to d a , J W w,mbl"'MULLIONS (GRADE 2 CRS) O ci I� Ij _ 1/8-) 18 Z 'li t"NTC�l�lA1GCIA�S m MIN. THK. INTO METAL STRUCTURES !! I! STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 !� !i ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) I U w !i !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 W °' iI iI INTO CONCRETE AND MASONRY = 2-1/2" MIN. !i !i INTO WOOD STRUCTURE = 1" MIN. !! !! INTO METAL STRUCTURE = 3/4" MIN, 3i ii !! !! WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. !i !i CONCRETE AT HEAD, SILL OR JAMBS f•C = 3000 PSI MIN. !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 1500 PSI MIN. 9u i! i! :I :I !i !i W�2fi ACLJfND FRAME CONNECTIONS SEALED WITHJOINT SEALER. 1 1 I Engr. JAVAD AHMAD PRODUCT REVISED E 6 y G a 11 CML cis complying with ft Mod& N N a ° d4 4 °. T ��N 538 92 Building Cade _ Acceptance No 10.071�•!Q m c Expiration Date l� v E a y drawing no. z�, q TYPICAL ANCHORS Miazni ade PmQut�' a $ a 1 TYPICAL ANCHORS v. ^ SEE ELEV. FOR SPACING Isyl SEE WOOD BUCK I OR SEP GING JUL 2015 Wog--20 sheet 3 of 5 • ITEM $ PART READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS v 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-76 - /11I 0 2 FY302 AS REOD. GLAZING BEAD- 7/16" GLASS 6063-T6 - �y I 3 FY303 AS READ. ANCHOR COVER 6063-T5 - 1/8" THK. 6 z n ALUM STRAP O 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 2 6 5 FLB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE / ti 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS v 7 FY120 - FLUSH FRAME ADAPTER6063-T6 OPTIONAL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A g,�98 ��<, • IL z .: ...... .. . 5891 • WELDED *0000 0000 00000 JOINTS ••..• •• • •.i.•• ••..• v J • rn •e • • Lo . JU • _j • I **goes MIAMI-DADE COUNTY ; e• " °o� 0 e g• APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS •e •• •^ • SEE SEPARATE NOA TYPICAL ANCHORS • • SEE ELEV. FOR SPACING C= H '• CORNER DETAILS a U �00 V)r Of M rn + , w Q 0r Z 3 ====- 0 W �� � TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX. 1/4" MAX SHIM 1/4" MAX. SWMS TYPICAL ANCHORS c Q r SHIM SEE ELEV. TYPICAL ANCHORS Q w w 9 o FOR SPACING SEE ELEV. u d c FOR SPACINGy 3 La 310 + 0 i z a a. y a a n n METAL p a STRUCTURE H o 0 0 d • + i 0 a m v 4 WOOD B K .Q WOOD STRUCTU - Engr. JAVAD AHMAD PRODUCT REVISED 9 a �O IVIL as complying with the Florida N v FLA. 70592 Building Code 2 C A ' 938 Acceptance No!9-:2 l5 10 zD 1 EXTERIOR ° WOOD BUCKS ratiottDateal� 8 By IWI i ade Product drawing D.L OPG. no. 1)0 201a W09-20 WINDOW WIDTH sheet 40f :531 METAL �� W STRUCTURE N TYPICAL ANCHORS TYPICAL ANGMIAMI—DARE COUNTY APPROVEO I SEE ELEV. FOR SPACING SEE ELEV. FOR S SPACING MULLION & MULLION ANCHORS Z SEE SEPARATE NOA • A. J b-• A Q L Al p, iaG7 a o a n In ALT. O a Q< A 04 •Q. TYPICAL ANCHORS •••• ( y 3.6 •• SEE ELEV. FOR SPACING •••� LL z I I• s • Z •••••• ••• ••••• • • C4 • • w ••e�y ze ha 1 O a'M 1/4" MAX z SHIMS ALT. �r Z • _ O QA U �W w Wos� •A .e ` 4 A L 4• 4, e C = TYPICAL ANCHORS CWlj SEE ELEV. FOR SPACING e o d i O . to C N +O -0 • C �^b "3 '^' K1 AIT. IF ca m c7 m INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER T • . Engr: JAV�LAHMAO PRODUCT +o � FTA. P 70592 as complying with Oho Florida `i iv Duildiug Code o P v FLA, A t3 Acceptance No 15'0 i rs.110 ° ° b• lt}4 El aton DateirI s y MiauiP YPICAL ANCHORS JU 2015 duct V drawing no. SEE ELEV, FOR SPACING W09-20 sheet 5 of 5 4 3/8" CLUSTER OF � w 6 ANCHORS 5" MAX. 13" MAX. ' AT INTERLOCK ENDS 'a HEAD HEAD _ SEE SHEET 5 FOR CAPACITY e� CORNERS Z • Imo•--- .� W I � a IR M 96" 00 a 0 DOOR FRAME WIDTH Cf 0 v ohm nW.nn4• • INTERLOCKS • ca N 13• • a, ** •'••• WITH OR WITHOUT •. a K ul O• • •• I t REINFORCING w (i•a1 0609% SEE CHART #1 •• W to o1 01 I •• ._ O -INSTRUCTIONS ===�t====�Y�== ,� •• N, •,• , USE CHARTS AS FOLLOWS. i i i; . �J,o Bs .. • (? �' •• O II j II �� •� J • �• •••••• STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY = D �� • J ••�,• • • AND REINFORCING REQUIREMENTS. t'' z = o =_ ISI �/_ _i�{ �/ •• a (/j ••. ••••• STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT � -ij= Tj-tj -- M • EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. o Q o �� �� Eu M STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. o n it �I °a 1 I a Ld STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 I _ _ I�--- �^ z U}? �co THRU 3 SHALL APPLY TO ENTIRE SYSTEM. " II I{ � p `-• I DAYLITE OPENINGS WIDTHS: I+ z FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" w 0 A v INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B W rn g W DAYLITE OPENING HEIGHT: PRODUCf uviBLD PANEL HEIGHT - 6.50" weempbus with the Flort& lbdft PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" ��[Me► 1 0412-v 41 3/4" 41 3/4" m _mn----^� z9 FALSE MUNTIN z atr ,IC Yo j� OPTIONAL D.L. OPG. D.L. OPG. d O �s��. ti v c v THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8° p�} t Cs�t�ol o a o SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" PANEL WIDTH v a SERIES--700m ALUMINUM SLIDING GLASS DOOP THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13" MAX 0 O o $ o REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL y`�Q LAMINATED GLASS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CLUSTER OF > a ro v 1 BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS INSUL. LAM. GLASS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT SEE SHEET 5 FOR CAPACITY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr; JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATION F CAN 35M 92 A NOT PART OF THIS APPROVAL. OX y m a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� Qui v` u v ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ' THE TESTED FRAME AREA OF 72 SQ. FT. W13-49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 12)l CLUSTER OF v 5" MAX. 13" MAX. 4 3/8" & ANCHORS A7 INTERLOCK/ASTRAGAL ENDS HEAD HEAD TYP. -- SEE SHEET 5 FOR CAPACITY r7 CORNERS _ G tY I 147-7 16" ( p O v 9+ DOOR FRAME WIDTH A c 1� �yh ur t1 INTERLOCKS C r,�� • WITH OR WITHOUT • 40 ,f i a• • •.•. • I REINFORCING •• 2200 • 6 SEE CHART #1 !� W N k o �� 0600•• 0 :04000 I! II H 0 til �'.�#�� � • . II II �• • •• • .0:0.� I I ===yt= ==fir=== G D 3 •• • • • 0606• 11 11 A tQs •• ri •• N 0606.• w z = e jl Ij �� i• JR b •.•.�• x w a t i //. i 1 //. �/ • " J 0.•ftf • r IL= I •0646• Ix d Z � �t I� l!1 w d 4. d. I 1 � {'^ v W I I {n fE 00 1 I o Vh M I 11 0 O r a 00 I O B W a? ' 42 1/16- 42 1/1 s" m W MU Ii�RODUC r REVIIKD FALSEOPTIONAL NTiN D.L. OPG. D.L. OPG. o t�cmpl�g wok lk Florida U.) o 49 3/16- 0 1&„ v baMGn#Cads 49 5/16- AtilpWec�Ye S”Q I Z•CD,� c N w I PANEL WIDTH Dote i w o lz PANEL WIDTH ` ei o f5 ASTRAGAL INTERLOCKLVIA p •cl lroi aa)tj a a a -- � 5" MAX. SILL 13" MAX. CLUSTER OF o m p o 0 CORNERS SILL '�, 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY a m oxx a Engr. JAVAD AHMAD n 9 0 CML ALTERNATE SIZE UNITS: FLA- PE t 70592 0 MAX. FRAME AREA OF DOORS NOT TO EXCEED C.A.N. 538 THE TESTED FRAME AREA OF 110.7 SO. FT. o ry om drowing no. W13-49 sheet 2 of 12 CLUSTER OF O 5" MAX. 13" MAX. TYP'4 3/s" 6 ANCHORS w HEAD � _ AT INTERLOCK/ASTRAGAL ENDS CQRNERS HEAD _- 5EE SHEET 5 FOR CAPACITY M H Q a a 192" a DOOR FRAME WIDTH 4 N V v u T o *� ore� INTERLOCKS INTERLOCKS • G q• I WITH OR WITHOUT I I I WITH OR WITHOUT • O , •••, • _ A G _ #1 = ^-'__ _ REINFORCING SEE CHART • zzz�•a • ••••�• II--- JII� SEE CHART #1 _ li II li it �� "� ' :..•.: C H M I i II II II II � • �j / l� _ / �j / I� / 1. ' q 8, • r� ••cCID ••••.• = io tS iU II I� II jl i • ••••i• �� k' • • •••••• 000 to O O � 03p II II II II � � g II II <= < W r� II II II II `�� "' ip -Qa i II II II II l4 N I ( I I 0 O M q7 to II II o II 11 I Z to L �-j g O LiL f 01,. . 42 1/16'° 42 1/16" ma FALSE MUNTINa OPTIONAL D.t. OPG. D.L. OPG. cr PRODUC F REWBEI) tn U 1*1�mPii'lnit with the Ftormt, s 49 3/16" lnlmag Cede o PANEL WIDTH 49 5/16" A +iceNeps" o PANEL WIDTH � �ate..��?11u� _ � a INTERLOCK ASTRAGAL INTERLOCK 5" MAX. SILL 13" ° CLUSTER OF ° o m o CORNERS SILL � 6 ANCHORS m c o N L ELEVATION AT INTERLOCK/ASTRAGAL ENDS < m v OXXX SEE SHEET 5 FOR CAPACITY Engr: JAVAD AHMAU ALTERNATE SIZE UNITS: CML 70592 MAX. FRAME AREA OF DOORS NOT TO EXCEED FiA PE 38 C.A. 538 THE TESTED FRAME AREA OF 144 SO. FT. $ y 2015 drawing no. W13-49 sheet 3 of 1 2 y DOOR FRAME W. � v ,,Ma � M C E NOTE: Z ti i w o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. `� Q ul r 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS ~ 2 o_ a 4' REQUIREMENTS SEE SHEET 5. IL900 O Ar o °a ® 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. a j 0 INTERLOCK j% at i 0 OX(SHOWN) EXTERIOR z N XO DOOR FRAME WIDTH (SEE Dp TABLE) c g M XX �, f0 8 0,4 DOOR FRAME WIDTH J G . d b me. • Z • • .e.Lu O .'�. • • • •.•.•• t7m� • • • W G D • "": 0 � • ••..• O • .y •• •...:• • 7E. J qL • B ASTRAGAL INTERLOCK • co J i• •...i• OXX(SHOWN) EXTERIOR • •$ •; . . • ...... XXO I DOOR FRAME WIDTH (SEE Dp TABLE) N r W M DOOR FRAME WIDTH o © o o L z to 00 A — o �r to N r 00 L C Lu Q 0�p 4G RD if O ^ �L � -01 t- ASTRAGAL INTERLOCK w �: OXO(SHOWN) EXTERIOR ` DOOR FRAME WIDTH (SEE Op TABLE) DOOR FRAME WIDTH C D G D H PROD O O O O O l l r >En �' milk the C AGAI ° o r CL LLJ l OI ss G s; H '` ., a i % : CM a n w p C d � m K INTERLOCK INTERLOCK N o o i3 F > OXXX(SHowN) EXTERIOR (Da m u OXXO DOOR FRAME WIDTH (SEE Dp TABLE) XXXX " ? Engr: JAVAD AHMAD _o APPROVED CONFIGURATIONS FLA- PEAL 70592 N CAN. 2015 drawing no. Wl3-49 sheat 4 of�2 CHART #1 CHART #2 3/16" TEMP. GLASS V o DESIGN LOAD CAPACITY - PSF (GLASS) � w LOAD CAPACITY - PSF (ANCHORS) GLASS TYPES GLASS TYPES 3/16' HEAT STREN'D GLASS 3/8- AIR SPACE 'B', 'H1' 'A', 'Al' 8'll1CNDRS Inc.'i A 'Kuraroymerco, M AVERAGE DOOR FRAME WITHOUT REINF. WITH REINF. AVERAGE ODOR FRAME a1 E .090° Interlayer 3/16" HEAT STREN'D GLASS Z � 3 PANEL WIDTH HEIGHT PANEL WIDTH HEIGNT STDB ENDS SentryGlas .090' Interlayer ® e, 1 lrq INCHESIiEs EXT.(+) INT.(-) EXT.(+) INT.(-) +yrs fNCF#S EXT.(+) INT.(-) By SentryGlas Z }" W d 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'0 GLASS By 'Kuroray America, Inc.' a- 36 70.0 80.0 70.0 80.0 36 70.0 80.0 3/16" HEAT STREN'D GLASS O O O v 42 7 70.0 80.0 42 82 70.0 80.0 a �I�.IiI 3 _ .: 70.0 80.0 48 70.0 80.0I I a a a' 6L`m f. 62.2 71.1 54 62.2 71.1 m g /'' ti it n m 11 I1 li t=J 30 70.0 80.0 70.0 80.0 30 70.0 80.0to 23 i 1 I \ 23 I i I I \ 36 70.0 60.0 70.0 80.0 36 70.0 80.0 / II Ii 28 \ r: j I II a 28 \ a Q 42 64 70.0 80.0 70.0 80.0 42 84 70.0 $0.0 I I I i SILICONE I I I i I 1 SILICONE • O 0$ C • •••••• 48 70.0 80.0 70.0 80.0 48 70.0 80.0 I 11 it I DOW 899DOW $99 •• � z • •• 54 62.2 71.1 62.2 71.0 54 62.2 71.1 1 � •• _ • 30 70.0 80.0 70.0 80.0 30 70.0 80.0 it 0 ;••••i 36 70.0 80.0 70.0 80.0 36 70.0 80.0 \ \ / •• 2 �• •• • • 42 90 70.0 $0.0 70.0 80.0 42 90 70.0 80.0 •ul ••••- 48 70.0 $0.0 70.0 80.0 48 70.0 80.0 L3 \ 29 ` \ 2� ST. SPACER • ••••• ST. STEEL � y4 •••� •••••- 54 - ~ 62.2 71.1 54 1 62.2 71,1 GLASS TYPE 'A' GLASS TYPE 'Al U o • 3070.0 80.0 70.0 80.0 30 70.0 80.0 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS J • •••••• 36 70.0 80.0 70.0 80.0 36 70.0 80.0 • a'+ ••• •••••• 42 96 70.0 80.0 70.0 80.0 42 96 70.0 80.0 • ••• • • 3/16" TEMP. GLASS Qr 0 48 70.0 80.0 70.0 80.0 48 70.0 80.0 54 - - 62.2 71.1 54 62.2 71.1 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE 1 30 70.0 80.0 70.0 80.0 30 70.0 80.0 >- U-1 w 090" Inlerloyer 3/16 HEAT SIREN 0 GLASS z � CO 36 70.0 80.0 70.0 80.0 36 70.0 80.0 Butacite PVB 25 (n I'- 98 98 By 'Kuraroy Americo, Inc.' .090" interlayer m 42 70.0 80.0 70.0 80.0 42 70.0 80.0 Butocite PVB 0 C) -Cl 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuraroy America, Inc. ? �?M _Z � 30 - - 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS �►1- 0000 36 - - 70.0 80.0 36 70.0 80.0 Z}} n 42 102 _ _ 70.0 80.0 42 102 70.0 80.0 - I ` z I ` t7 d J 48 - - 70.0 80.0 48 70.0 80.0 m 1 I g m / 11 i 1 11 rx U W -I U) IN Wants ' 30 - - 70.0 80.0 30 70.0 80.0 :f // 23 i l I \\ 23 11 11 I I \\ n it it 28 f II If 28 36 - - ' 70.0 80.0 36 70.0 86.0 t� / \ / \ 42 106 _ _ 70.0 80.0 42 108 70.0 80.0 It I1 SILICONE �I I1 t1 SILICONE 11 i1 DOW 899 �I II II DOW 899 48 - - 70.0 80.0 48 70.0 77.9 t i t I I II i v 17IK W 7 \ / \ 0 15 29 /CARDINAL XL c EDGE SPACER u I ST. STEEL 6 7 IrL1AA5S`"fir GLASS TYPE 'BI' a of r 7 RAtI [Al+il. 1" OVERALL INSUL. LAM. GLASS 6 PRODUC r kFVIBgD ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS toaeapty�altA tat�3orals a a FOR DOORS WITH 2-3/4" SILL HEIGHTS. aH Cede 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF A ' �2C1S Date DOORS WITH 1-1/8" Silt HEIGHTS ARE NOT APPROVED FOR t t INTERLOCKS WITHOUT REINF, INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE Engr: JAVAD AHMAD SEE SHEET 7 FOR DETAILS N N CML �! act Control m �. FIA. PE # 70592 0 NOTE: c A.N. 353$ SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. hp SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: ?21Jjr LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W13-49 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 tt o w I r2 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS d $ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, ur J' aC 0 W e C ELEV. FOR SPACING0. o 0 fL D Q ai • •••••• A.�Ui • KSI, Fy=155 KS!} ' � U)0 0•N : '• •••••• THRU 1 BY OR 2BY BUCKS IN 0 CONCRETE Q W ' ' (Fu-177 KSI, Fy=155 KSI) m E • • • DIRECTLY INTO CONCRETE 1-3/4" MIN EMBED I •' •• •••••• _.. .. (GRADE 5 CRS) • • ••••i• i••••i INTO MIAMI—DADS COUNTY APPROVED MULLIONS (1/$" THK. MIN.) � $� � ��� • • INTO METAL STRUCTURESIn a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I N W ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) N I — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) }- W g (— zz N ao FJ ."' - ria. .� — — --' toNm 'TYPE_ 1`' + " IA ....__r _� (Fu=177 KSI, FY=155 KSI) O�`? -jig DIRECTLY INTO CONCRETE Z — _i-3/4" MIN. EMBED JAMBS- - uj FTE FA'-- 4p DIA 1JLT M — — — W rn (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1--1/2" MIN. PENETRATION INTO WOOD 4 THRU 1 BY BUCKS INTO CONC. OR MASONRY IN—EMB _l Q CQAiC. OR MASONRY mmllyiug With tke Furi ft c" N (Fu-177 KSI, Fy=155 KSI) i? DIRECTLY INTO CONC. OR MASONRY t -`� c a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I 1{t� a, * � ft + (GRADE 5 CRS) �.. . =D/�D`E�"C �0`'�filAMtOVED MULLIONS (1/8" THK. MIN.) ` r- 41 INTO METAL STRUCTURES 2 a P o H o o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I v o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) ` c L — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I , _J Engr. JAVAD AHMAD EMS o CML FLA. E 78592 INTO CONCRETE 2-1/2" MIN. c . 538 d INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. drawing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. W 13-49 sheet A of`1 2 TYPICAL ANCHORS SEE ELEVS. 1B OR 2BY WOOD BUCK �I v FOR SPACING (SEE NOTE SHEET 1) .- •• •4 a METAL I ' �-1 8z" •.• •a. •. STRUCTURES r----------------------'-^------1 _ EDGE- DI$P. ! e : 4�UIdGRi`fE 1/8a 7HK. j I MIAMI—RADE COUNTY APPR'D MULLION I j Z 3 S`1AG&EREO' , ° (SEE SHEET 6) t SEE SEPARATE NOA I Q m J d• ,a, _ 4 e ;. •.°•• ..3'K11. MIN. EDGE DIST. 3-1/8" \ STAGGERED I, (SEE SHEET � � N � II I STAGGERED 1 II O p a O r ' 0 '�hh t�o�; a W paog6 TYPICAL ANCHORS TYPICAL ANCHORS : O �=• • •••••• 4 SEE ELEVS. SEE ELEVS. •• O' • •• FOR SPACING FOR SPACING •. w ZZ •g •••••• Z 0000•• Tit I I • • •• •IIitit •6 66060 Ir it II •• •r 66 0 0600•• •10 11 11 11 0a iA •_j 0 W ••666•• 111 [ill 6 •6.66• pRODUCrAEVi3ED o vi ... • I r 1 I 11 it it N�with the Florid& UJ N M t t i1 ii 11 cNu G 12•b � N � lCftMYos U"tst� it 11 11 i1 it II z X00 it II 11 11 11 11 It I� It 11 OM N ij 2 Q I I I I t g 0 On in x i o in W0,0 WEEPHOLES: zZ �''- �� pt, II fill i► it O z +n p it I I W1 = 1-1/2" LONG NOTCH AT EACH END. i M 0 I 11 t I I Cn 0 d•-1 .i ! II II 11 It It W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS U �uw J W 11 11 it it II AND 36" O.C. (n W rn M I I I t t " „ „ (z7 ' 1 I I 1 W3 = 3/16 X 1 LONG WEEP NOTCH AT 5 FROM ENDS it it 11 it tl AND 36" O.C. II II 11 11 }I II 11 11 it 11 W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 11 I1 11 Ii 11 a iI iI 11 ii it `o- o 23 ¢ LOAD BEARING SHIMS 14 PILE PADS: o 11 If 11 II II yy I 1 I 1 OR & HARDENED P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION a`o a '� HIGH STRENGTH GROUT t3 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH N s Ei y$ NON-SHRINK, NON-METALLIC P2 = SELF ADHESIVE PILE PAD f'c = 5000 PSI MIN. 1" X 3/8" X 1/4- HIGH Ds a4 B 12 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN gv ` e P4 :r 2-1/2" X 1" X 3/8" HIGH > o � N W4 N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 12t i `4 vl 2" LONG X 1-7/16" WIDE X 7/16" HIGH t W3 + + to Engr. JAVAD AHMAD r o CIVIL ....... ........ ~_ _ .....: .':. ' FIA. PE # 70592 a M NOT APPROVED LIMIT MAX. LIMIT MAX. N. 3538 CONCRETE a 1 ' a a . , P3 FOR WATER RESISTANCE £XT.(+) LOADS EXT.(+) LOADS c x +➢ ° .3 K§W YINa' W1, W2TO 47.0 PSF TO 70.0 PSF $° a.• .I EDGE DIST. ' ' I 3—t%fl'd SILL HEIGHT VS WATER RESISTANCE EXT (+) LOAD drawing no. STAGGERED TYPICAL ANCHORS SEE SHEET 5 CHART I FOR DOOR CAPACITY PI SEE ELEVS. 11V13-49 FOR SPACING sheet 7 of 12 U 1 M PANEL WIDTH Z TYPICAL ANCHORS _G z SEE ELEV. REINFORCING FOR SPACING AS READ.SEE SHEET 5 IL }" g a FOR CAPACITY TYPICAL ANCHORS 00 to P2 D.L. OPG. FOR SPACING a v 0 U R Q 4['; .......:............." Cp 00 L! _. p • o 'a 22 � • 4•�cOp� � • ••••• 22 W 2 • • • • WW r M!61 ••••• iiiiiiiii. N • • • • ••••exi • 0 00 • *0*010 ° •••••INTERLOCK b • ao 0 9 21 17 6 OR WO SUCK W roi • WWOOD ST R CTURE .. 0 - ° � SEE NOTE HEET t 0 V) Tj El EXTERIOR N �w W D.L.O. 3 P3r at En Q 3: M U� g 0 O N PANEL WIDTH55 55 2i Ln 1/4' MAX• DOOR FRAME WIDTH (SEE Op TABLE) 1/4" MAX. I SHIM SHIM (n lM D[tC f REv[SEp a►cmplyb-� :-- - bombs c(m., An ptwee N.T.l-Ob 12•or Asa Uuw � "•l2.t�� Now MCI oaf 0 a o IV O O c V o N •� O O 0 Q m U t n En9r. JAVAD AHMAD n ® o CIVIL `j FIA If # 70592 w C3538 0 zap a Hl- drawing no. W13-49 sheet 8 of 12 0 PANEL WIDTH REINFORCING PANEL WIDTH AS READ. SEE SHEET 5 Z FOR CAPACITY 0 O.L. OPG. DO P3—\ D.L. OPG. P2 W 02 8 7 00 0 % .1 1 0 TYPICAL ANCHORS W --------------- SEE ELEV. U. .............. .. .. ...... ........... ........... ............................. ...... .. ..................... .. .......................... . .. ,us ................. .... ------ 0 ............ cr 0 ... ............... m . .......I....... ....... O 04. ........... ........ 0 . ................... ............. 22 - 22 .................. z ......................:.*-.*'--'-' SO ----- -------- .::-.:..-*-.::::::,::::..*::: .............. W• : • .:Do* ...................... .WW ----------- ... ........ ........ ............. METAL 0000:6 27 LL 004 ........ ..I............ W, ---STRUCTURE C4 *4 00 7— ASTRAGAL 4m 0 **Due* af 17 0 W EXTERIOR D.L.O. LU P3_/ 27 ca (/) PANEL WIDTH 00 TYPICAL ANCHORS OOOR FRAME WIDTH (SEE Op TABLE) SEE ELEV. 1/4" MAX. 0 C:>to �01 SHIM a — - I FOR SPACING Z -j2 3: 00 8 3: -i — to is O �, 0 0 �LLJ LLJ 0)m- MODUC r REVISED WOMPbUtwilh Ihe Mrklh 0 CS& lz6f 2 c4 7 - 0 W > td r4 0 Q) c 0 < Uj 0 Engr. JAVAD ARMAD .4CML 0 FLAPg70592 CA 538 2 drawing no. 1/4" MAX. DOOR FRAME WIDTH Wl 3-49 SHIM .y ITEM # PAI1T # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U v w I E701 1 FRAME HEAD 6005-T5 - d 2 €702 1 FRAME SILL 61105-T5 - 3 E703 2 FRAME JAMB 6063-T6 - $ j 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - _ 5 E705 _ AS RQD. PANEL LOCK STILE 6063-T6 lr' �! 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-T6 O 7 €707 AS READ. PANEL INNER INTERLOCK 6063-T6 - Q 8 E708 AS READ. PANEL MALE ASTRAGAL6063-T6 IL LL 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - Q 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 11 E711 AS REQD. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - a 0-M 12 E712 AS REOD. SILL TRIM 6063-T6 OPTIONAL • °� jR•♦ • •••••• 13 E713 A5 REQD. 2" SILL RISER 6083-T6 - • of7 14 E714 AS REQD. 2-3/4" SILL RISER 6063-T6 - Z p•V • Gl • •• a• • • else ��r y1 y ,• 6999•• 15 E715 AS REOD. FIXED PANEL CLIP (CONTINUOUS) 6063--T6 - ... .Ii4. W o Q 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - •• �r • • • • 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL 001 LO •• • ••••• ••• ••••• 18A #10 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL - � • � 198 X 1/2" PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENOS & 16" O.C. t`� • 20 X10 X 1-1/4" PH SMS i/ ROLLER ROLLER DIST. SCREWS - NOT SHOWN • ,�• J . •••••• 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB • : • oo• • • • //� 00 ••••.• 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB •• VJ ••• —0 • • •rn• 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65*5 en W rami• 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTC. SPACER REQD.) F- " } w 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - Q N m 26 #8 X 1/2" PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK in 3 10� N Oo � 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE Z I 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A o � Z ,n 0 U �w _j Wrn� to �C�drrwith 11m >oll saa�p�i�with 1!►e IFt!osade SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 6+>LkD�K g g o 6 WHITE/ALUMINUM COLORED SILICONE. g MON_1 p SWR a U a N •� O d r 0 0 r7 Engr. JAVAD AHMAD o CIVILN • I FIA. PE # 70592 CAW 3538 a 1r S v l drawing no. W13-49 sheet 10 of 1 2 5.059-� 3.562 3.562 w :m w v.125 .130 .693 j .078 - M 1.129 .078 1.312 1.824 }.64$ .937 045 .937 050 },021 O 2 J LZ L 2.105 .078 1.648 �^ 062 062 � a a a 1.998 1.99H L1.252 k-1.252 0 N U .094 tV 2.625 2.625 GLAZING BEAD GLAZING BEAD G N ti CO FRAME HEAD PANEL LOCK STILE 1" INSUL. LAM. GLASS }1 7/16" LAM. CLASS 41 ut'i 0> M 1.144 1.471-�} PANEL INNER INTERLOCK Qa am o g• - �j I 210 • ti Ir• . 0000•. .062 3.562 • W Z o,y • •• WMfi (� • .210 •• 2 N • 0000•• .068 0• •� 3 • • • p1 • EO 210 r 1.998 .068 •• 0000• 2.687 3.250 • • •• 0000• 2.313 .078 .078 2.105 1.937 „ s� �,•�A 0000•• 1.648 tl47 1.047 1.047 •• . J 00 •0 .125 .O6$ : `tif _I . 0 000000 0••0u • • 0000 • • 5.532 , V) C! ••••N 1.998 L1.823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER W c� VV) A62 Q PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK /(�} 00 d r, P 2.248 0 Q n to .915 .125 Z 0 149 •357 j O �i M -�-� 062-11.494 CO Ld FRAME JAMB 1.540 078 W LZ=J .125 '1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER Monuc r r�vi� o g N � 1.1 1.022 3.687 f aw"cah !h tka Florida 41 L °C o w Aaaphmwe 078 3.437 Eirll�aUM Data z 5.274 .078 �� ," `�V+ 1.824 11 w1 cl C08W c � uias � �2 oro 0 FRAME SILL T a g r 1.824 1.60 ;vr IL I > a m 3.820 3.996 .078 Engr. JAVAD AHMAD o CIVIL 2.500 + N FLA. PE t 70592 IJ C.A.N. 538 a 2.000 015 drawing no. W 13-49 l�J PANEL FEMALE ASTRAGAL Q PANEL MALE ASTRAGAL sheet of 12) V v w m 78 M Z h 3 / o i 0 o �N� 999no 9.. a � ... .� z 9999.. ... .� �(D ,•• •a M ;9999. .. 9999, 9999. .. . 90.66 •.• • J .0) 00 tu . 9999.• FRAME TOP CORNER •• W '''.gi • ' F- " PANEL TOP/BOTTOM CORNER r w j* z to 00 in a 0M Z J N L� °Q O �S O O p M N 18 PRQDUC T REVISED N A�sIO�I"O"With IMC Fla" / ,. ►_- N r Code o twA U AcceptwmNo tr_DbI2.6 O d 1^ O O .N •.: �O N O q /� •� C Q m U Engr, JAVAD AHLW ° _o CIVIL. N °N FM PE �70592 .A. c � � CN. 538 ai 2{J�Y v Lvj o drawing no. FRAME BOTTOM CORNER W13—'4'9 sheet 12 of 12 o I .t � r --------- r--------- ---- j Z ~ / C ?C----- "-- _ 7T(1'T------ c Z T- 0 It III I I 1 1 1 1 I tt66 It mm �i- ---- -----J _ -y I fill 4.000 I! tl Ili tom_--__--_--I I it Iii 11 � -}� TYPICAL ris iii -+ SII ----7 w I i-ir='I�rlfy GLAZING PRODUCT 4 �ryry t , 0 IL 4 1.000 Q 46re ri 0 tj1 TYPICAL I 11 I I I I • Qrfoils 3 •� • •••••• WINDOW FRAME I L_JL_ I! �RfL1j H^ . .' es • • 6.000 11 • •••••• II • • • • • •• ••• ••••• 3.000 4.000 • •• (} •ova 00:90*•:••' • �• J •sal •••••• TUBULAR SHAPES : ® �• MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. L2.000��I ALLOY = 6063-T6 • J •••••• AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED • -� • Ta • • IMPACT AND NON-IMPACT RESISTANT PRODUCTS. ' **a W } w 6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °�° i°r° IN HORIZONTAL OR VERTICAL o SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 13 — Z Z �_ TMS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY z ,rj n HURRICANE ZONE (HVHZ). J 0 �t o .� ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q WW tj APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W000 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 o 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. INSTRUCTIONS: c w USE CHARTS AND GRAPHS AS FOLLOWS. a d o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 L FOR PARTICULAR OPENING. STEP 3 USE MIAMI-RADE COUNTY APPROVED GLAZING PRODUCTS v r MEETING ABOVE LOAD REQUIREMENTS. Engr. JAVAO AHMAO a, o STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL APPROVAL. FIA. PE % 70582 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN 3538 c STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED M prtvWji C.,a)njplyb08 IN STEP 1 ABOVE. Plod&l31j0d1!., U:tlr USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS N()/A%f 4 �{i��; �� drotiving no. STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING A4i;�u,1):,i� lst!'c>;tstt,! MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ' }„ M14-01 sheet 1 of 9 } QOQ 125 .375 1.000 �2.004 —c }25 }�--2.000125 2.000 .250 o 1.000 �{ 1.000 Imo- .125 z .125 .375 � � o .125 .125 .125 6i 4.004 0.004 4. Q00 , � 3.000 3.000 .125 a. G e n 6.000 6.640 .375 > .125 .250 0 a 4 0 O • Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix = 2.9762 IN\4 Q• • ••00:0 SX = .6335 IN\3 Sx = 1.0187 I14\3 Sx = 1.0254 IN\3 SX = 1.5939 iN\3 Sx = 1.4881 IN\3 •�j' • • ss((yy • • • • • 1tf rl,'� 0000•• 1 X3 1 X4 1 X3 1 X4 2 X 4 ••'• • STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD, MULLION ' 6063—T6 6063—T6 6063—T6 6063—T6 6063—T6 00 • • 0000• • N • 0 0• •Q 00000 • J • of Ix = 8.2757 IN\4 Ix = 15.2031 w\4 J •0'0:' Sx = 2.7586 IN\3 SX = 5.0677 W\3 • p + a • • • 0000•• re 2 X 6 2 X 6 .� .. 0000: STD. MULLIONHEAVY MULUON 6063—T6 6063—T6 W }- uj W m W fc.1500 h 0 OM � � rJ � Z v0 00 �-j o J 0tt � � W g as ,718 125 2.125 125 2.125 125 h,�}nttivc caenglyhaa%SidI ttic 2.000 TMP TYP. �s1ft i3ttildv C< { YdOA . -• w Nd ��I'� :ontati 5.500 5.500 ham—2.000 m NOTCH NOTCH iv c OPTIONAL1/2. OPTIONAL 1/2- MIN. MIN. a , 4 Engr. JAVAO AHMAQ or A n_ CML , FLA. PE / 74592 C.A.N. 3538 0 1/2- 1/2- 0 ® a 1/2" MIN. MIN. MIN. MAY` , 2014 drawing no. 1 M14-01 ANGLE CUP MULLION CUP MULLION CUP 6063-T6 6063-T6 6063-T6 sheet 2 of DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 8 o YiIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY VAOTH (W) }GULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - 59.3 55.3 120.0 120.0 Z 1'm.. 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2` 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 Q �Q z 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30 - - - 37.8 35.3 98.1 120.0 1"' 2j 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 90 IL 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 Y 25.2 70.1 12Q.d a 0 48' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48' 120' - - - 23.6 22.0 61.3 112.6 L a Us 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 C a 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 1 120.0 120.0 60' - - - - 49.0 90.1 v G Mt- 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66' - - - - - 44.6 81.9 wo> M 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 Q n'<Q vt 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 L N .0 • 26-1/2- 120.0 120.0 120.0 120.0 120.0 120.0 120,0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 0,OG}1�•I so 00000* 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 '102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 L u' • • 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 23.0 21.5 59.8 109.8 tV JJ •••••• 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - - 20.3 - 52.6 96.7 `i • • • 000.0• 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 0 • 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54` - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 •• () •0p *sees 0 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 60' - - - - - 36.8 67.7 J • Q1 In ••.:�• 66` 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 (1) • °0 •.••:• 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8` 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8" - - - 34.3 32.0 89.0 120.0 '•o • • 0.000• 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 " 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 ?.. w 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 1 38.2 28.9 59.8 55.9 1 120.0 120.0 37' - - - - - 46.0 84.5 II] (1) H 00 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - Dr 40.5 74.5 1- `- °1 m 48' 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 48' 144" - - - - - 35.5 65.2 0 o 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 � Z Z 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 Z 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66' - - - - - 25.8 47.4 O M 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 1 72" - - - - 23.7 43.4Q W 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8` - - - 81.3 75.9 120.0 120.0 W rn u 26-1/2" 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCREED HORIZONTAL MULLION 30' 77.8 120.0 120,0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - _42.0 39.2 109.1 120.0 42" 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 GLAZING 4$ 48.6 92.4 78.7 120.0 124.0 120.0 120.0 48` 108" - - - 32.4 30.2 84.1 120.0 VERTICAL 'moi PRODUCT 54' 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 MULLION p 60' 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z _ 35.4 67.2 57.3 105.1 Z 120.0 120.0 Be- - - - 23.6 22.0 51.2 112.3 GLAZING GLAZING Q N PRODUCT PRODUCT ,72" : 32.4 61.6 52.5 96.4 x w 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 v GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). IL_ L-----------1. 0 0 NOTE: 5Y1 YI2 MULLION SPAN I °c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr: JAVAD AHMAO �, o CML FLA. PE # 70592 �''nn fWWll _ Wl + W2 CJ,N. 3538 O P a Appro ed r►s dm,��Kira{�,'t�1�C 2 M o � I Iorittu tar .' v° w v u 13uiC _ � � itti r !�' 16 7t tcT� ,. �(h, Browing no. MULLIONS -_ �: M14-01 yy ( M1 1 sheet 3 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �IV 's zt WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 114a 134b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 114a B4b 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 z h % 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 Q O 30" 120.0 120.0 120.0 120.0 120.0 120.0 30- 100.8 120.0 120.0 64,6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 D 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 IL 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 710 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 1 116.6 28.6 41.1 57.1 Q 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4- 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100A 120.0 54" 56,0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 Q 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 Q C M 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79,9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 Qt 0 M 72- 8}.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 Q a d 19-1/8- 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 120.0 120.0 120.0 89.6 120.0 120.0 19--1/8" 89.0 120.0 120.0 57.0 82.1 114.1 Q 4 Op Et 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2- 64.2 112.0 120.0 41.2 59.3 82.3 � 3�' • •••••• 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 • RL:Z . • •• • 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 • �•z toy- �� � •••••• 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70,6 106.0 26.0 37.4 51.9 • • • • • •••••• 48" 42- 111.4 120.0 120.0 71.4 102.9 120.0 48" 84' 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 0 • • 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 •• •• 000 • . .. �j .. ..... 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 2$.2 36.4 • • •••tn. •••••• 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33,1 0 • •g •� • 72- 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 -- 21.8 30.3 00 VY • 0% ••••:• 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 • to • • •••••• 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2- 58.9 102.6 120.0 37.7 54.3 75,5 Lt1 "' ' 0 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30- 52.0 90.7 120.0 33.3 48.0 66.7 37- 119.9 120.0 120.0 76.9 110.7 120.0 37- 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 m N co 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6N M 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 0 p t 1 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 Z Z r 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 3 s 66" 67.2 117.2 120.0 43.1 62A 86.2 66- 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 j 72" 1 61.6 107.5 120.0 39.5 56.9 79.0 1 72" 1 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 1 37.8 56.7 - 20.0 27.8 Q 0 ¢J Gi 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8- 108.8 120.0 120.0 69.7 100.4 120.0 ti1 g 26-1/2- 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO BE INSCRIBED RECTANGULAARRSHAPE S ANCTYPICAL 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING 48- 63" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 ii�� PRODUCT 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 � 54A GLAZING GIAZlNG to ANCHOR 4, �, 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 ` PRODUCT 7EiAll1 U PRODUCT a N 49.5 �� 31.7 45.7 63,5 72" 28.9 50.4 75.6 - 26.7 37.0 3 °� LGZiNG GLAZINGDUCT PRODUCT TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). ID TYPICALANCHORS G L- ANCHORS I •? o NOTE: YJ1 W2 �, MULLION SPAN T c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LT LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Engr: JAVAO AHIJAD m o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = W1 + W2 Cr%4L i 2 FLA. PE # 70,992 'n Approve8 as oomplyin8 wilt the C.A.N. 3538 9 I'10I1C1A BiladlW5 C ju 1)A!F 111UAH '`, v U s w•> A47e�tst a?� ?n'rc svc�Contrc ,' drowing no, ANCHORSI;y ra. � �`< ,s1 .� M14-01 sheet 4 of 9 TYPICAL ANCHORS TYPICAL ANCHORS o 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE � \ O_ z \ R ( OR N E 1 A S 111 LU I I Al •AL ST UC E j MI ILv i 4 I I w II 111 G w L-----------s tf t 1 I I Wcg 1 I I f FLOATING CLIP I I 1 1 2 X 2 X 1/8" �'1>t� g 1 I i i SNUG FIT INSIDE MULL I I ALUM ANGLE 0 a<1 X14 SMS I I #14 SMS i j 0 3 1-3/4" O.C. MIN. I 1 1-3/4" O.C. MIN. 1 1 O • 4 PER CLIP 2 PER ANGLE • � • •••••• • lI..z��: • •• e7 :: M _3 •• •••:�• •••N W ••• ANCHORS TYPE `A2' 0 TYPICAL ANCHORS: • } ••��•• Li LJ ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE 01ST. m (/j f_"�co 1/4" OLA. ULTRACONS BY `ELCO' (A CONCRETE 1-3/4" 2-11/2" (Fu-177 KS1, Fy=155 KSI) Q o 1/4" OLA. SELF DRILLING SCREWS METAL t/8° 3/4" � z `-_j ,� (GRADE 5 CRS) Z _Z ti TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE = Vc = 3000 PSI MIN. z LI o 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE D METAL = 1/8" MIN. THK. STEEL Fy = 38 KSI MIN. _j 0 \� \ N \\\\\ \0\ \ 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) Q Ld W R \ I I CORN�RiT ANCHORS MAY BE HEX OR FLAT HEAD. t I U U I 1 II M •AL STRUC E d• � � - ALL CLIPS AND ANGLES TO FlT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED %WTH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR A 1! 11� L I I I WATER-WHITE METHACRYLATE LACQUER. c iV B 0 I 11 1 1 1 1 o � L_____________J I i N i FLOATING CLIP 1 V i t /2X X 1/e" L I I SNUG FIT INSIDE MULL U 1� ALUM ANGLE N I 1 I t #14 SMSI I #14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE N � .N .j O O Z_ +`a Engr.JAVAO AHMAD CML Approved as ccannlyutb With the FLA. PE 6 70592 o M Florida BuildirQ, C.A.N.,3538 S. [)atc v° bi o u TYPICAL ? � fi F'E , Ami.!1_ err q mAy ;'+ 4 drawing n0. Y_ _ M14--Q1 - � sheet 5 of g t TYPICAL ANCHORS TYPICAL ANCHORS Z 6 PER \P (3 ON EACH WING) 3 PER ANGLE 0 0 \ \ g O \\R REU�Z33V i 1 I M AL ST U FE d e � O w 15:Z2X et � o �' 11 I1 cy o M li i� ii it C a l a --------------------- Ll I r I I Q c! ti- I FLOATING CUP (1 I Ia t I ! I SNUG FIT INSIDE },BULL U U X 1E NGLE • • •••••• #14 SMS 1 1 #14 SMS i I • N 1-3/4' O.C. MIN. I 1 1-3/4° O.C. MIN. i I • �� � • •� 6 PER CUP 3 PER ANGLE .. •••• ••••. •• •• J •.•�1 .•••• •• •(n _I •• •••••• •• • f •• to • sl • p • • • •� W M •••••• TYPICAL ANCHORS: •• tj • ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. [D (f) pp 1/4" DIA. ULTRACONS BY 'ELCO' ::) T,CONCRETE 1-3/4° 2-1/2" P y 2" (Fu=177 KSI, Fy=155 KSI) O Q r•) ,n TYPICAL 6 1/4° DIA.(SELF EDSllL1RNG SCREWS METAL 1/8° 3/4° Z Z r t- 3 � CONCRETE = f'c = 3000 PSI MIN. :Dz M METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. -j O tp " 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ¢ W ANCHORS MAY BE HEX OR FLAT HEAD. 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 LACQUER. c 0 L V C � a N -5 N O *- c Engn JAVAD AHMAD I o CML N FLA. PE 70592 c Appnind us omAdi fta"a CAN. 3538 m n ori(lb BtcOd1 v` v Date Lu_ NOM r' M' adNir attMt �., drawing no. ti ��1�' Oita M 14-01 sheet 6 of $ TYPICAL ANCHORS TYPICAL ANCHORS �Y 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE ` \ILL \ i } I \ lk�05%touUR I WO00 ST U t t O0 \ lip, I \ kl II IL N S d I I 11 it td tl I�--------- I I I FLOATING CUP I I 11 2 X 2 X 1/8" Q'Rt ` g i I ; i SNUG FIT INSIDE MULL U LLALUM ANGLE O Q a d #14 SMS i I #14 SMS i i 0 ~ a 03 - 0o .a • 1-3/4" PER CUP i I 1-324 PER ANGLE i I t+� •• }"j z��. •.••% .. .. U .. ..... .. z 4 t TYPICAL ANCHORS: � M :....: ANCHORS TYPE B •` ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. • V {) ,t�l 'X�; • 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" Ld (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" :D (nn 0 C)r} WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. MASONRY = C--90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. Z_ Z �j TYPICAL ANCHORS TYPICAL ANCHORS 3 Z 4 PER CUP (2 ON EACH WING) 2 PER ANGLE IBY OR 28Y WOOD BUCKS NOT BY ECO WINDOW J 0 J M \ \ \ \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER p 44 \ LI K \\\i ` \ h�LL£D BLOCK THEM TO BUILDING STRUCTURE. a W rn g I I Y\0\ ; \U I ( OR ST U ANCHORS MAY BE HEX OR FIAT HEAD. I 9 + + $ `g L--------------J iJ LI II II 41 I 1 I I FLOATING CLIP II I I /2X X 1/8" I 1 1 1 SNUG FIT INSIDE MULL U U ALUM ANGLE y 1 I I I al I 1 I I #14 SMSI i #14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE }� O QO4 Z to Engr. JAYAD AHMAD a, o CML 70592 A pprov£d as oosnplyhig Mill*0 FLA PE /M ,38 CA . 3538 Florid=t3ttildi g �g 3/8" MIN. 2 7/8" a TYP. TYPICAL ANCHORS TYPE Boa M. t �c�,1,� , ti 2014 t drawing no. lly�:� � E, M 14-01 sheet 7 of 9 o 1 �t TYPICAL ANCHORS TYPICAL ANCHORS Z r ` 4 PER CUP (2 ON EACH WlNG) 2 PER ANGLE \ \ F 0 \ \\ F p \` ` FILL BLOC\ G J OR O g I I W It I I 1 S RE h � i � t + f 1 ° k ® ® 11 t� ` iiJ, L O Cf&ac r�_____________________� Go i j I FLOATING CUP 11 i t 2 X 2 X 1/8- SNUG 3�•� • i I SNUG FIT INSIDE MULL U L1 ALUM ANGLE • �•a • •••••• #14 SMS i j X14 SMS I i • bi 1-3/4" O.C. MIN. i i 1-3/4" O.C. MIN. I 1 • - • •• •� 8 PER CLIP 3 PER ANGLE •• lz �•� . •••••• N a • .. z .0 • ....� TYPICAL ANCHORS: so 3P w ••• )LJ ;0000: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. tsl 1/4" DIA. ULTRACONS BY 'ELCO` MASONRY 1-3/4" 2-1/2" m 11C.15 Lc (Fu=177 KSI, Fy=155 KSi) WOOD 1-1/2" TYPICAL ANCHORS TYPE `B4b' WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. `— MASONRY = C-90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. Z [BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW _j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q Up THEM TO BUILDING STRUCTURE. W Lj L ANCHORS MAY BE HEX OR FLAT HEAD. c 0 c U a c m o n .n � a Engr. JAVAD AHA m 1 0 CIVL FLA. PE f 70592 I Approved as wmplyLsg uft*c CAN. 3538 O a 1'tOri(1A BItiSd 1 r g Dwe or NL)Afl �_ a v drawing no. --�--- - MAY 3 20 It M14-01 f sheet 8 of 9JI C) 14 SMS I SEE CHART FOR QUANTITIES TUBE MULLION d 0 z z z } W O � E � m ------- ------ — O ANCHOR N0. OF a CHART SCREWS �t TYPE A2 2 #14 FH SMS TYPE A4 3 } 2/ SIDE I I TYPE A8 4 © N 1/8" THICK ALUM CHANNEL I d LENGTH TO FIT SNUG I I INTO MULLION I TUBE MULLION 0 Q 0 TUBES MAY BE NOTCHED • ui t�rj�.. •• ••.• . AS SHOWN TO ALLOW INSTALLATION • 2 • OF CUP ANGLE i • Z 11, CAULK JOINT AFTER ASSEMBLY W 20 • ••.••• #14 FH SIAS I I •• • • 1-1/2" O.C. MIN. i 1 • �•.••0 ACCESS HOLE SEE CHART ; •• •• {} •••0 **:Do* FOR QUANTITIES i --�— I •• J •.•• see** _ 1 •• 90 i •090.0 ------ -------- ---- -- • ••• # 00 0 •• • 0 • C • F 009.06 L 9999 • W • • • 00 Te• F • .. �••9.0 } � . ; Y) CV15 as THIS SCREW CAN BE 1 I 1 00 o M a INSTALLED IN EITHER 1 i #14 FH SMS I I 1 I g In DIRECTION I I 2 PER CUP I I I z Z_ J 00 } I I I I Z 1" O.C. MIN. I 0° 1 i I j I I Z in ED (.1.1 G>3 m 1-3/4- X 2- X 1/8- (FOR 2BY TUBE) 3/4- X 2- X 1/8- FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DET 0 METAL TO METAL CONNECTION U y N #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST.IMIN. CL TO CL SPACING ALUMINUM 5/8" 1/2- 0 a 91 0 0 � c v En9'r dAYAO AHAWD 1 0 CML i m F FIA- °F. / 70592 o M APM tIA B vs i MV1*91S`�fll&.1 CAN. 3338 Vale . v � v '�i NOAH Mi I tct t.;,»il i* drawing no. HIM t M14-01 �' sheet 9 of $ 72" iii" c8 WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MDG. STILE ENDS � W (4) ANCHORS READ. FOR SIZES AND LOADS � a MARKED WITH ON SHEET 2 ONLY I 3 1/2" MAX. 4" N 3 i/2° MAX. 10 5/$' MAX. 4" ° � z ° m HEAD/SILL 3 Wei o o� HEAD/SILL A 3 a: HERO/SILL A CORNERS .. `y CORNERS 3 `In CORNERS 3 � _ ` "'� I" IL a IL I I g t 11 I t \ Q 19 II II It II 11 II 11 11 v ZL a19 D eM = \ \ 4 O _ 1 ��11 '1 11 n z \ \ li_11i ___IT X1_11 •/ p li II '1 11 —) 11 1i '1 II < O O II�II '1 11 A tl �Il 'i it • {� Z • • •••••• zIt 5 1I 11 II 1{ Z_ I1 II I1 I1 • 1 1 I I 1 i 1 I o•• Wpq • ••••i• -- — — tl I� tl !t �I II �I I� ••• i•o•oi I B I I 1 I B I t I ••• -. •••••• • • 3 v 300 • • �i I�1 �I 1 � 1 I ! ... � . •• FALSE MUNTINSFALS£ MUNTINS " • •o •••••• 3i 1/4' 32 3/4' 32 3/4 32 3/4a • • o • (SURFACE APPLIED) (SURFACE APPLIED) • �, � � MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. • � ••0•0 o 35 3/8' 36 7/8' 00 W •ow 00 VENT WIDTH VENT WIDTH '� (n TYPICAL ELEVATIONS n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 0 0 0 CHARTS SHOWN ON SHEETS 2. - __. Zi_j THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE z i SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 %t EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W rn W MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. L,1 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16° AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREWD. GLASS 1/8" HEAT STREN'O. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY z W o HURRICANE ZONE (HVHZ). Q 090' interlayer 090° Interlayer 090° Interlayer = N z H Butacite PVB SentryGlaa Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER g W o o 0 By 'Kuraray America, Inc.' By 'Kuraray America, Inc: By 'Kuraray America, Inc.' LOADS TO THE STRUCTURE. n ' 1/8° HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8' HEAT STREND. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a z CL SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000 GE SCS 2000 a ST. STEEL y o r ATON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Z m z m z m LOAD DURATION 2 a N ui i 1 g j ii StlJCONE ALL SHIMS TO BE HIGH IMPACT NON—METALLIC AND NON—COMPRESSIBLE. 8 a s 0 0 DOW 899 (Q 11 I .� I� � I L C Q m U O W 22 22 i q 22 i �. I c MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE rn i a► rn I: I: REQUIREMENTS OF THE FLORIDA BUILDING CODE. Engr. JAV DAHMAD PRODUCTREV=q)CIVIL FLA PE 70 2 as complying with ftFlafittp N C.A.N. de 5 Building Coo , i 0 i 0 0 Acceplance N,_1 -O 29 E. iratlon Date a) T I U 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36' ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Miami ado Product 4on GLASS TYPE B 2015 GLASS TYPE C �� V1/09-12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �� w W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/0 REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE WINDOW DIMS. A A. 'H' to WINDOW DIMS. A 'A, '8' 'C' WINDOW DIMS. A 'A' 'B' C. Z �. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) awQ 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 g ri 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 G C 53--1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 a 74" B 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8" 38-3/8" C u 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" {4) 12 70.0 aa.a 80.0 90.0 70.0 80.0 106-1/4" {4) 12 - - 80.0 90.0 70.0 80.0 0 8 v 7 r /E 4 &Q O 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 Ill" 12 - - 80.0 90.0 70.0 80.0 V 1 i4} S �,C> 81}tI 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" O w M 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 O> 74" 8 7iI:� 800 90.0 70.0 80.0 i08-1/4" (5) 12 70.0 80.0 80.0 9d.0� 70.0 80.0 {5) 0 a QQ 26-1/2- 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 0 WIg 4 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 1% OO n Q W � s1 53 1 5 6 80:03. 80.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 LL Z •rI • (6) • •� ••••�• 74" 8 ,c 80.0 90.0 -70.0 80.0 111" 12 70.0 70.0 80.0 8j0.4 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 ••• Q J • 2 - 4 86:t 8Q.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 g6" {3) 12 70.0 80.0 80.0 90.0 70.0 80.0 ••• • • ••••i• 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 ••• _ • • 53-1/8- (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 .'• IN v •••• i• •i 74" 8 70.0 70.0 60.0 80.4 70.0 80.0 108" 12 70.0 60.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 _i ••• • J •• it ••i••� 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 • • •us 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 • 48" 6 1 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 • & • •••• • 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" ��) 9 70.0 70.0 80.0 90.0 70.0 80.0 • IW- •• :•••.: 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 •• �} • w 0 • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" (/} 00 •• � M 36" 4 70.0 80.0 8Q.0 90.0 70.0 9 70.0 70.0 80.0 90.0 70.0 80.0 8d.0 96" (5} 12 70.0 8d.0 80.0 90.0 7d.0 80.0 (6) � rn 48" 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 NN A = NO. OF ANCHORS PER HEAD & SILL 0 0 (4) 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 O = NO. OF ANCHORS PER JAMB Z � ao_ 00 72" 8 70.0 $0.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 S� 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 _80.0 90.0* 70.0 80.0 Z 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6* 70.0 80.0 O a 48" o U W -1 48" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 v W in A = N0. OF ANCHORS PER HEAD & SILL W 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF I (1/4W) (1/2W) (1/4W) 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS ` I 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 W Z; W 48" 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 '" o 'r v 6 o gs 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) 0/3W) (1/3W) o N Z N y� O fa Q O 72" 6 1 70.0 70.0 80.0 87.6 70.0 80.10 0 0 � OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o 3 4 o A = NO. OF ANCHORS PER HEAD & SILL " a { ) = NO. OF ANCHORS PER JAMB XOX, d z * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE' ° " N GLASS CAPACITIES ON THIS SHEET ARE •, $ o o S rBASED ON ASTM E1300-09 (3 SEC. GUSTS) E ¢ m n W �X0X, AND FLORIDA BUILDING COMMISSION j DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAYAD AHMAD o PRODUCT REVISED CML as complying with the Florida H i FLA. PE # 705592 0 1 C.A 538 Building Code . _ Acceplance N40te LEFT ANO RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE EX Iration baFOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 0 2Q'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF0 Mi i ado drawing no. SEE SHEET 3 FOR DETAIL. W09-12 sheet Q Of 7 , V 1 • TYPICAL ANCHORS 0 18Y SEE ELEV. \ WOOD BUCK FOR SPACING ED G DIST. N II METAL • STRUCTURE MIAMI—DADE COUNTY APPROVED 0 d 4 •e 4 a '°•' a. S ° EDGFn DIST: EDGE DIST. MULLION & MULLION ANCHORS n Z ° ° SEE SEPARATE NOA t $ Q z _ EDGE DOST. m o Qr I iT 0 O 0) v 17 L 119 9 � 9 � o ° 19 a S e e = O (, h is00 ` N \ In V M 1 , paQQ 9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS p SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACINGFOR SPACING Wt3lf • • ' ••• W • �• d I • • 1' t pe WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. :•• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .. ..•. • ,1 I AND TRANSFER THEM TO THE BUILDING STRUCTURE. .. J ....g ••• J •• •in 1 ••••• i' , ;i • • • •• •. •a0o •••••. VJ WEEPHOLES: ` �Q �,ELEV. FOR SPACING • • • W1 = 3/8 X 2-1/4' WEEPHOLES AT EACH END (Foio, i KSI, Fy=155 KSI) Wiiiii0p AND 37" O.C. MAX. _ �• v :•••• P4i i+ t- iJT BY�W I U C1t70is`STRUCTURES 000 • c� O ; �' ' i' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) {D we;.. o a W SEALANT: = THRU 1 BY BUCKS INTO CONC. OR MASONRY W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH to M a JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `i OOo i' ' __--1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ZCID lJi 41 DIRECTLY INTO CONC. OR MASONRY Z o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O d"o 3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o W rn Lu J w i3 f f��..a +,L� OE 2 CRS) WQ-- AC7F COUNTY--%CPk6vE� IJLL10NS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) In B TO ALUMINUM : 1/8- THK. MIN. (6063-T5 MIN.) c N Q N (14)@@ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o� P c o a rl', � g0 u Q 2 w N INTCE1T" 3ONRY = 2-1/2" MIN. Z so to INTO WOOD STRUCTURE = 1 ' MIN. C"?- INTO METAL STRUCTURE = 3/4" MIN. t3 ioivy Woa a I $w ` WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. to° a = CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. 'y o (n C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. 26 I I m O r 9 J CMLAHMA4 _ ° a En r. PRODUCT REVISED N 8 a FLA PE 70592 as complying with the Florida a g CAN. 3538 Building Cade 5 ° °`'• v Acceptaace Pio z ° o v 9' v° o 0 20�t Ex irati Date ��"t v v u I TYPICAL ANCHORS I '' TYPICAL ANCHORS By SEE ELEV_ WOOD BUCK SEE ELEV. Nti ado drawing no. ^ W1 FOR SPACING FOR SPACING �A� n ',- • � EDGE GIST. EDGE DIST. ryO�-12� G sheet 3 of 7 a 1/4" MAX. v 1/4" MAX. SHIMS SHIM L, J o 0 5 WOOD BUCKS Q TYPICAL ANCHORS a TYPICAL ANCHORS 17 SEE ELEV. C I SEE ELEV. o. . FOR SPACING IL C O FOR SPACING _ _ -- __= 25 .03 It v N 17 20 a - - - - - - Q v w -----SCREEN OPT. ------- - -- - - _-- - - -= o a a La °o w 20 27 - - - -_- pt' w O �hQ OIN 4 STEEL REINFORCING 6 1 f 12 17 AS q w LL Z N STRUCTURE SEE SHEET 2 FOR CAPACITY ° '? • y0y7 iNMri_@.�]"y�• • •••••• ••• WTI Q•!� .• WINDOW WIDTH • • • 0 ••. 0000.• XO LAYOUT ... .... . . . .. tJ ..•.KV . . .. .J •... ..... 1/4" MAX" •.• "� •• i ••i.•• VENT WIDTH VENT WIDTH SHIMS • • • `a 1/4- MAX. all •• V. •• ••..•. SHIM D.L. OPG. D.L OPG. N lay ••. • i • WO G' D WOOD BUCKS 0 � �j• .2 9000:0 N 2 LI.I �Q( 0.00.0 Y TYPICAL ANCHORS 00 >-ice. 1.. . • 17 - •° SEE ELEV. U) a od.; m � _ _ - _ - - - - - - a. FOR SPAC4411 1 ING 25 00 NOS Z � 0 °ro 17 20 1 1>4" � Z}' In SCREEN OP . ------- • o C) O o _ = - - ---- ter ----SCREEN OPT ----- 20 27 - _ - pv w w W rn 12 v c� 17 w Ii . 4 11 i 2 D.L. OPG. STEEL REINFORCING v AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY .Q v WINDOW WIDTH o a W _ c TYPICAL ANCHORS XUX LAYOUT o N SEE ELEV. FOR SPACING C U:a o n v a v ¢ MIAMI-DADS COUNTY 10Ir z z " APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING %A 4 N t7 � U7 O ' M '_ N U) Q •j O O O O O UF 0 Q m U p I- % O --= Engr. JAVAO AHMAD PRODUCT REVISED CIVIL N FLA. PE 70592 as complying with the Flog N C.A.N. 538 Building Code a __ = Acceptance M p m _ - --- Ex i ation Dote ]j v U o _ - - - - --------SCREEN OPT. -� By c— JU 2015 miiam. aacPr -ControjdW09-12 rowing no. WINDOW WIDTH WINDOW WIDTH ry 09 J 1 2 sheet 4 of 7 V � U EDGE DIST. METAL cWv STRUCTURE TYPICAL ANCHORS O�1STE MIAMI—DADE COUNTY APPROVED o SEE ELEV,SPACING SEE SE & MULLION ANCHORS Z h - � rl . FOR SPACING SEE SEPARATE NOA EDGE .. Z DIST. H g Q �O A O o . 00:00 .- . $ � � U in zs a 2 yza C 5 a ALT. C R Q 9 NppK TYPICAL ANCHORS TYPICAL ANCHORS it,d SEE ELEV. SEE E'LEV. � � FOR SPACING FOR SPACING 6" .•..•• i3 • • sees •• • sees** • 0000 •.•••. t • •0s: •• stn 00000 • • , • •• • z r N •s • 0000:. see• 03 i-. • • • e .& o : • • •� 0.000: X p: (f)•ljj !Q • : go S 0 OM tn D _ 1J4' MAX �-3 m SHIMS ALT. gw 3 Z o 28 = d J TYPICAL ANCHORS `i' O W SEE ELEV, W W rn 7- FOR FOR SPACING a tj w to R N W W O W O TYPICAL ANCHORS a n v o SEE ELEV, FOR SPACING w °" " .n '• N a az a zP . 4 . ° C�! MALTcacW U1 i 28 _ C INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAV D AHMAD PFODUCT REVISED t a o FLA. PE 70592 CML as complying with the Florida I CA . 3538 Building Code � s, 9Y° Acceptance No isalion Dalry e $ ° 9 a'p l q Q 2015 Miami drawing no. EDGE GIST. W09-121 sheet 5 of 7 S •e 1067 2.750 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS Iy�U w 1 FY201 1 FRAME HEAD 6463-T6 N 3/16" 1" 2 FY202 1 FRAME SILL 6063-T6 - o - 500 .71 / 1.434 I { 3 FY203 1 SILL TRACK INSERT 6063-T6 z � 3 813 ire iv 4 FY205 AS REOD. MOV. FRAME JAMS 6063-T6 0 �.. [016.2 ~ � 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 -062 1.718 6 FYI04 1/ VENT FIXED MTG. RAIL 6063-T6 - a IL O 3.249 140 v V i2 }} 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 = aLtJ 8 FY206 1/ VENT JAMB STILE 6063-T6 IL G VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 0 ep •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - V C d 2.095 .519 130 10A FY11O AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-76 - a w A S 1.250 11 - AS READ. REINFORCING BAR STEEL - 0 tl Q C 1.140�1.614 T - -� 0 .31-2 71�9 WF.045 803 _045 .803 12 - AS READ. REINFORCING BAR STEEL - �r 0 1�1 FRAME HEAD 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REOD. Q W�I o 2.246 I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON �" • 1.140 �i 1.047 }.047 • J •21 • .••••• .062 15 FY209 2/ VENT ROLLER BRASS - • kv.V • 16 FY210 2/ VENT ROLLER PIN ST. STEEL - • 1.1401.610 2}9 10 GLAZING BEADS i�o •• •••••• 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS u- • 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.N. SMS • (�•••••o .8 19 W2318i AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB • J •••• ••••• JAMB STILE 20 0300TI90 AS READ. BULB SEAL Q-LON SCHLEGEL •• c i 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65'1% 3 N �� • "•" 1.058 • LLI 2'063 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65+E5 W M �• 3.876 078 2 501 1.250 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE • i}on••• J 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. •• • }'• . �- vson: • • 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMSCD N M 1.140 ,062 1.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS to-M N $, 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 0 O 500 Zi LI.344- 28 FY120 --- FLUSH FRAME ADAPTER - 6063-T6 OPTIONAL - - _ _ go29 - 2/ LITE SETTING BLOCK EPDM DUROMETER(8015 SHORE A ,S z tn 4�--2.750 M � �7 MEETING RAIL ° W Q v6:2 'FRAME SILL W LLJ }.314 11 r.250 ¢ 1.422 F 340 .312 1.202 o a o 062C2 C o a o U N N JJ K O O - m O O .062 ~ � or 1.375 V a O3 SILL TRACK FIXED MTG. RAIL .500 1.1871 � .750 2 0 > o 0 0 0 .p62 06z o0 r 2.750 2.812 2.812 2.750 Engn JAVAD AHMAD PRODUCT REVISED 2.688---�{ CML B complying with IIt!@ Flatkla FLA. PE # 70592 Building n Do r. o _ 062 C N. 3538 Acceptance NO l ''� 05 m I Ll 500 f?r. }Talion Date V x O c 769 t.874. ByMi:u r Dade Product COntr drawing qno. 1687 1.686 2.611 it'f�_ 1a Wo9"' i 2 O MOV. FRAME JAMB Q FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER sheet -6-of 7 . elk U 17 17 N t 0 0 Z z o � Q W o M 0 a s 0 � a t ao o u' p, qd 0 §2 cq j to FRAME TOP CORNER •••• •• • ••••• El • VENT TOP/BOTTOM CORNERS • (/� ••• •••••• Ent N O 'on C cn z n �i OU �w w W oy M N 4I K N UI in N N (A Q :v tW� W RW? CW9 r'3 z z z z D C 0 b ^}} M V) •� 0 0 0 0 0 Engr. JAVAD AHMAD PRODUCT REVISED N d CIVIL as complying with the Florida iv FRAME BOTTOM CORNER FIA. E 70592 Building Code o z CA 538 AcceptanceNon.0 2.8.405 ;; )r �• M =q w EY irsltaon I38te / q » v` WE 18 E � (} 2(}1FJ Y adeP drawing no. FIXED MTG. RAIL CORNER sheet 7 of 7