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WS-16-866 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255991 Permit Number: WS-3-16-866 Scheduled Inspection Date: December 14,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: JOUBERT,JEAN-PIERRE LOUIS& Work Classification: Window/Door Replacement IcCQle%A AAAOAI cQ Job Address:77 NW 96 Street Miami Shores,FL 33150- Phone Number (305)401-7778 Parcel Number 1131010330390 Project: <NONE> Contractor: HOME OWNER Building Department Comments Replacement of existing 14 windows and 1 door. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedE;1� Failed Correction Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 13,2016 For Inspections please call: (305)762-4949 Page 5 of 40 3w Miami Shores VillageMe� g.Wirt , 10050 N.E.2nd Avenue NW 8t`� �� ip Miami Shores,FL 33138-0000P {yyJJ,yypi��L Phone: (305)795-2204 1tg1 3 Expiration: 10/16/201 Project Address Parcel Number Applicant 77 NW 96 Street 1131010330390 Miami Shores, FL 33150- Block: Lot: JEAN-PIERRE LOUIS&JESSICA Owner Information Address Phone Celt JEAN-PIERRE LOUIS&JESSICA 77 NW 96 Street (305)401-7778 ---- -- - ---- MIAMI SHORES FL 33150- ..,. 77 NW 96 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 8,765.23 HOME OWNER Total Sq Feet: 0 Type of Work:Replacement of existing 14 windows Available Inspections: No of Openings:15 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:5 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-3-16-59230 $3.75 04/19/2016 Check#:196 $291.90 $0.00 DCA Fee $3.75 Education Surcharge $1.80 Notary Fee $5.00 Permit Fee $250.00 Scanning Fee $15.00 Technology Fee $7.20 Total: $291.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th ' all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. uthermor I authorize the above-named contractor to do the work stated. April 19, 2016 Authorized Sig t er / Applicant / Contractor / Agent Date Building Department Copy April 19,2016 1 Miami Shores Village A • M 31 016 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �` J FBC 20 N BUILDING Master Permit NoA 40&' ( rte PERMIT APPLICATION sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-]RENEWAL ❑PLUMBING ❑ MECHANICAL [::]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 77 NW 96 Street City: Miami Shores County: Miami Dade Zio• 3)SCS Folio/Parcel#:11-3101-033-0390 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Jean-Pierre Joubert&Jessica Morales Joubert Phone#:305-401-7778 Address:77 NW 96 Street City Miami Shores State: FL Zip. 33150 Tenant/Lessee Name: n/a Phone#:n/a Email: joubert.jmm@gmail.com CONTRACTOR:Company Name: 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:$ cO �3 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Replacement of existing 14 windows and 1 door Specify color of color thru tile: Submittal Fee$ Permit Fee$ ��` CCF$ CO/CC$ w Scanning Fee$k� Radon Fee$ �� DBPR$_� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ (22 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 approvedd a reinspection fee will be charged. Signature - /lSignature UuWE-R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 26� day of Hu"C)^ J20 1` by day of ,20 by CGL V104-C& ,,10JOt,who is personally known to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: W �"'° Sign: Print: ,ZeayESa ,4Y"?41"0--) Print: Seal: Seal: LWM Law *� f►ArINe-ftft dflbft FFRIMM APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) .° Miami Shores Village Building Department h� 10050 N.E.2nd Avenue iIDp Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT I NAME: �erS I� {�'J © � DATE: ADDRESS: NJ VC) q (o S T U1 iamI Sk"fsl Tj_ 3,11 Sb 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 1 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 forlour 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 I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is esponsible 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 complete,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,l must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residtnc4.it is my responsibility to ensure that the persons whom i employ have the license required bylaw and by county or municipal ordinance: . Initial 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. Initial } j 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 — �Id 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 – 'Xid 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 htto://www.myfloridalicense.com/dbar/oro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and under ands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial \0 tv 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. q Initial 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 2� day of MA24,W. 20 / G By ��SS'I(A N0 AQL E A00�who was personally known to me or who has Produced there Lic rise or-EL DQ-( Y2— -t'IC� S� as identification. Notary�jorwo • Sind a ublicetate of FloridaNER NOTARY aQ iwy Commission FF 156750� Expires 09!03!2018 - PINO'S WINDOW CORP Quote 6860 NW 75 STREET Date Quote# MEDLEY FL, 33166 3/16/2016 36117 Phone# 305-888-9946 Fax# 305-888-8079 WWW.PINOSWINDOW.COM Name/Address Ship To '� MONTEStTO CONST. COMP. 77 NW 96 ST MIAMI SHORES MIAMI, FL 33155 THIS QUOTE IS GOOD FOR 30 DAYS Rep Project AC Item Description Qty Unit Price Total. WHITE GREY FULLVIEW IMPACT HR 37 X 50 5/8 3 322.13 966.39T CM 37 X.50:EGRESS 2 489.00 978.00r- HR : 78.00CHR 37 X 38 3/8 2 262.30 524.60T SH '191/8 X 38"3/8 INNER LY 1 180.94 180.94T HR 74 X 50 5/8 1 501.85 501.85T HR 111 X 63 (XOX) EQUAL LITES 1 853.93 853.93T HR 42 X 53 1/2 1 475.00 475.00T PW 37 X 80:- 2 633.33 1,266.66T PW 27 X 80 2 466.66 933.32T FD#5068': * 59.3/4:,,,X 79.3/4 W/HARDWARE' - T . 1;511.11 1,511..11T Subtotal $8,191.80 Sales Tax (7.0%) $573.43 Signature Total $8,765.23 t'A 77 Al rA -A V-1 I IV I j,N*j(),) M L') ff'+If 11, AdOp u _L MF IML DIVU At! -6-111-06 v Ali All :*o oo: .0. see ;go 0 0 0 (% *00 00 0 0 0 0 * * * 0 go 0 000 see 0 00 00 es 0 00 00 0 0 :09 -:- : : : : or rA41y�r :o: x (7� 1355 NW 97AV SUITE 200 SURVEY No.15.0000831-1 MIAMI,FLOR/IIA 33172 TELExtu a r U rij a r$ .3 n r. TELEPHONE:(308)264.2860 FAX:(30SJ 2640228 LAND SURVEYORS SNEETNo. 2 OF 2 PRAWN BY: LO. BOUNDARY SURVEY SCALE 11 20' LOT-12 LOT-1 t BLOCK-130 BLOCK-130 .P. ,il- a 00' W49d5- 90°10'15-' F.LP3(4' 150-CL I N CAP 1.00'CL 0041• ..•.�• 4'C.L.F. I 4'C.L.Fe *09 •• . • • 0 • • 000.00 0. 0 0410••• 000000 � 0000••• 0.55 CL •.• • . • 9.95' b1150 1t. 19.98 • • 0000• ••.••• u3 21.65 �i •••• � • 0041•• LOT-1s ONESTORY $ go "T-18 :.•. . •.••0• BLOCK-130 RES.#77 LOT-18 BLOCK-130 • 4141.. BLOCK 7 BLOCK-130 •( •P) • • Do**:* ' •9041• •••• • 0000•• 21.10 • 0041• • • •• 3757- a I 9.91' 11.40 g 12. 20.00' ti N 106.16' �.1 89°49`45" B.C. FILP A' 5'CONG_SVVIC NO CAP RIP 31 NO CAP NO CAP r pw ��• �1?F �; 4141 gg€ 'K�`.�' t`,�'�' t '� ,�, �w�' ,- `�'-z, r,�,"=wf'��','`, sr.'K r�' N.W. 96th. 12 MEDIAN — .rf SURVEYORSNOTE: A)Concrete Return Enemaehtng onto Rightof-way on the South side of Properly. R)Overhead UNAW LIneEneroaching onto SubjectProperty on the North side of Property. SURVEYORSNOTE: There may be Ememant6ocorded in the Public Records upt shown on this Survey. The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. ENGINEERING, INC. Kd = .85 : 2100 W 7.6 Street, .Hialeah, Florida 330'16 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI ## 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DARE 175 MPH WIND ZONE Interior&,Exterior Zones (4845 -Walls). Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri ' tary Area in Square Feet Height 10 20 30. 40 50. •..Fid •••� Maximum 48 1.00 0.95 0.92 0.89 x@ • =% 00 0000 15 40.4 38.5 37.5 36.7 .7 20 42.7 '40.8 39.7 38.9 . 3�.8 "" �33.� 25 .44.6 42.6 41.5 40.6 a� • 39.4 ':'` 30 46.5 . 44.4 43.2 42.3 46t 7': q 90;...6. 40 49.4 47.2 45.9 44;9 43.6 . 50 51.8 49.4 48.1 47.1 46.4 • •04ft7 ..0 . 60 53.7 51.2' 49.8 48.8 48.90. 0.'47,4 ••• ; + Goo* Interior Zone (4 �.Walls) Negative Pressures ' Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area) in Square.Feet- Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -432 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 53.4 -52.6 -52.0 i Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 ' mph Wind Zone, CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum A AO -1.29 -1.23 -1.15 -1.13 F 1.5 -54.1 -50.4 -48.3 -46,8 -45.6 -44.7. 20 -57.2 =53.4 -51.1' -49.5 ' -48.3 -47.3 4 i' 25 -59.8 -55:8 -53. -51.7 -50.4 -49.4 0 30 -62.3 -58.1 -55.7 '-53.9 -52.6 . '-51.5 40 -66.1 -61.7 -59.1 -57.2 .-55.8 -54.6 - 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s er i but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height in f' NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R OFS: ' ! e t MIAMI•DADE MIAMI—DADE COUNTY 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.miamidRde.gov/economy ES Windows,LLC 3550 NW 49sh Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and tbeAHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdictiott. RER•••;' reserves the right to revoke this acceptance, if it is determined by Miami DaddGauuty Product Control '. Section that this product or material fails to meet the requirements of the applicablo-ba tding code' " 00 This product is approved as described herein, and has been designed to comply with the Florida'Buildini.... Code,including the High Velocity Hurricane Zone. .0000•. .9 DESCRIPTION:Series"100011050"Aluminum Single Hung Window--L.M..i:::. ••:•• APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 A4ae P•Single'Hung Wdw."" (L.M.I)", sheets 1 through 8 of 8; dated 07/31/03, with revision J, dated 07/14/13,DVIlared by AI Faroocy...;. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade:Coultty Pro=ltitr ControL Revision stamp with the Notice of Acceptance number and expiration date by t$g'Mami Dada.County: Product Control Section. 0 0. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami--Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion-of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13.0617.27 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0129.03 01AMl DADI:COUNTY Expiration Date: November 06,2018 �+ Approval Date: July 30,2015 Page I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-1008.05) 2. Drawing No. W03.56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per.FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 .... 5)Cyclic Wind Pressure Loading per FBC,TAS 281-94 --so ••":' 6) Forced Entry Test, per ASTM F 588-04%07 abd pex'FBC 2411 �• 3.2.1,TAS 202-94 •*•s•• •� •• ...... ...:.. • . along with marked-up drawings and installation diagram of.an.aluminum •single.....• hung window, prepared by Fenestration Testing Laboratory;he; Test Reports Na":". see FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respe�tjf, botl4g4d and. 0 sealed by Michael R.Wenzel,P.E. 0 0 • (Sitbmitted under NOA's No. 09-1008.05 and 07.0928.14) : : ••••e• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94; • • ....: 2)Uniform Static Air Pressure Test,Loading pefiBC TA8;�d')-�4 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering&Testing, Inc.,Test Reports No. HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) ' J Manuel Peyy z,P. . Product Control ftam.Mr NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 20244 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by FenestiAtion Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806,dated 06/09/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) 000060 C. CALCULATIONS ••• 0 • 0 •• 1. Anchor verification calculations and structural analysis, comps ung with �'BC 5:000 •• Edition (2014), prepared by Al-Farooq Corporation, dated 1Q/2X14 and-revised on • 07/14/15, signed and sealed by Javad Ahmad,P.E. • .... .. .. ..... 2. Glazing complies with ASTM E1300.09 •••••• ••.•• D. QUALITY ASSURANCE •••• • 1. Miami-Dade Department of Regulatory and Economic Resouroes WR) ...... • • E. MATERIAL CERTIFICATIONS •• • 1. Notice of Acceptance No. 14.0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB GIass Interlayer",dated 04/25/15,expiring on 12/11/16., Manuel Perez,P.E. Product Control Examiner NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-2 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 23,2014, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTI-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P. E. (Submitted under NOA Is No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448 &HETI--05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) **go 4. Laboratory compliance letter for Test Reports No. FTL-382Q and FTI-SMV issued.•••• by Fenestration Testing Laboratory, Inc., dated 06/09/03, bothjighed and §egled by •. Joseph C. Chan,P.E. •••••• •• •• 000000 (Submitted under NOA No. 03-0910.03) 000:00 ••••' G. OTHERS •••• •• •• • ...... . . ..... 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows,•bht, for their Seriiel'V "1000/1050"Aluminum Single Hung Window -L.M.I.", ap?1804 on 09/1%13 and...;. expiring on 11/06/18. • :..... Manue Perez,P Product Control Exam NOA No.15.0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 1/8'ANN.CLASS SILICONE g•MAX. 10'MAX. DOW CORNING 795/983 G0'Interlayer HEAD/SItL NEAD/SILL n kuraray Sentry6tas z 10'MAX 8'MAX. CORNERS A By'Kureray America.Inc: �q 1 HEAD/SAL /N rz 1/tY ANN.CLASS »u FALSE MUNTINS COR1! a ERS (SURFACE APPLA:O) SILICONE MAY BEV Q 8 D �� DOW CORNING 795 o }iESS II II J a D ALT, GLAZING OPTION .nv o QQ a SQUARE GLAZING STOP CAN BE USED J 8 ii / oa WITH ALL GLASS TYPES SHOWN ON = R 11 a �p0R5 C. o THIS SHEET. II II n z 21 AT 1/4 POINTS ON UTES k ii ii g O tSilc WIDER THAN 38' II II J GLASS TYPE 'A' 1/8'HEAT STRFNb.CtAsS 1/8°HEAT S7REN'D.GLASS 090'Interb)er 090•klterroyer II II .Ow sentryot" kuroray ButocRe PUB it I 8y'Kuraray Americo.Inc.' By'Kuraroy America.tnc: toe 1/B'HEAT STREN'D.GtAss t/B'HEAT SIREN'0.GLASS I O.L.47 tOn. - O.L.47 OPO.SILICONE SILICONE B UJJ ' 49 15/18' 49 15/19' F J�� CORNING RNING 795 DOW CORNING 795 `rE�W'IDTM VENT WtM g a 53 1/8' S3 1/B' g 3Q gj�r WINDOW WIDTH WINDow WIDTH Eg�gS z 3 16 n n g 3 Z m TYPICAL ELEVATION TYPICAL ELEVATION 7 c soft loco(SIT).SAL) SERIFS 1000(H—RISE SAL) y W M g C O 21 AT 1/4 POINTS ON UTES 21 AT 1/4 POINTS ON LnEs VAD THaN WID — 0 05 UM SINGLE HUNG WIND GLASS TYPE 'B' GLASS TYPE 'C' DESIGN LOAD RATNGS FOR THESE WINDOWS TO BE AS PER pp 5/32'HEAT STREWD.GLASS 5/32'HEAT SIREN'O.GLASS CHARTS SHOWN ON SHEET 2. c Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WNOOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. o 2 090'Interlayer 090'lute toyer SHUTTERS ARE NOT REQUIRED. .090*kurcrb Butaeite PVB kur.090'I Senterk Glee COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER By'Kuraroy Americo,Ing.' By'Kuraroy America,Inc.' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODUCT'RBNIS® MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. as With Flarms 1/8'HEAT STREN'0.CUSS 1/8'HEAT SWWO.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL BuOttMgOodo WILL APPLY TO ENTIRE SYSTEM. -• Ata e)Katroo 0 ,03 •'DESIGNED • • • • WNCO DOWCSILICONE THIS PRODUCT HAS BffPI DISiGi.�AND_Tl�5TE4 TQ Gt THE 13 Cbod� V o�o S CORNING 795 DOW CORNING 793 REQUIREMENTS OF THBeFLO1B0A BI�LDI L�D�IN(�UD 1t�tl.00f1Y Pmdlat a HURRICANE ZONE(HVHo• • • • • • • • • WOOD BUCKS BY OTHti% MU�'ep ANC1t'ORED 11R)PEdy}b M1911 q . S LOADS TO THE STRUCTURE. n I n Enpr..1000CIVIL 1 EMBEDMENT T TO BE AS LISTED.SPACED AS SHOWN AL DETAILS.ANCHORS FAIL,PE 74392 $ i EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRES�ING OR•STUCCO. CAN. ANCHORPART ING Oft LOgO CHI�LOPLS NOT:HO{�I DYTHESE�ETALS1 ' 0 21 AT 1/4 POINTS ON UTES 2 AT 1/4 POINTS ON UTES A LOAD DURATION IINE✓�AS• E i5�N �IG%8F ANCHOR6 INTO WOOD ONLY. draWing no. lHOER THIN 38' WIDER THAN 38' MATERIALS INCL.U01Id6•BUr N(11 VMIlEO TS STEEM&AAL SCIS•,THA? GLASS TYPE 'D' GLASS TYPE 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MATMALS SHALL MEET THE W03-56 G1�Z�IPG OPTIONS REQUIREMENTS OF THE FLORIDA 131.00.CODE J JUL 16 201 sheet 101 8 • • • ••• • • • • • EQUAL LITES WINDOWS UNEQUAL LYTES(ORIEL TYPES)WINDOWS DESIGN DIAD CAPACITY-PSF(HI-RISE SAL) DESIGN WAD CAPACITY-PSF(HI-RUSE SILL) STANDARD HEAVY DUTY STANDARD HEAVY DUTY TOP RAIL TOP RAIL TOP RAIL TOP RAIL GLASS"m GLASS TYPES GLASS TYPES Q k CLAW TYPE GLASS TYPES GUM TYPES � WINDOW DINS. 'A' 'B','C','D'&'E' 'H',V.'D'&$' WINDOW DIMS. 'A' V.'C','D'&'E' 'Jr.' V.b'h'E' WIDTH HEIGHT EM.(+) 1M.(-) EM.(+) 1-4-) EM.(+) 1M.(-) YA0111 HEIGHT EXT.(+) 1M.(-) EXT.(+) INT.(-) EXL(+) 19-1/8' 70.0 80.0 80.090A 80A 90.019-1/8' 70M 60.0 80.0 90.0 80.0 90.0 g p 26-1/2' 0.0 80.0 80.0 90.0 80.0 90A zF 28-1/2" 70.0 �.0 80A 90A 80.0 80A O Lin S rtrjj 37- 26' 0.0 80.0 80.0 90A 80.0 e0A r 3r 50-5/8• 0.0 B0.0 B0.0 90A 80.0 90A �O u 42- (3) Tao 8MO 80.0 90.0 80.0 90.0 = _ J a 42' (5) 70.0 80.0 80.0 90.0 Bo.O 90.0 .f 49' 70.0 8410 80A 90A 80.0 90.0 70.0 80.0 60.0 90.0 800 904 mN 53-1/8" 70.0 80.0 60.0 90.0 60.0 Sam 53-t/a• 70.0 74.0 BOA 80.0 80.0 90.0 1'1 I 19-1/8- 70.0 80.0 80.0 90.0 80.0 90.0 19-1/b' 70.0 BOA 80.0 80A 80.0 90lo14T -26-1/2- 70.0 a0A 80A 90.0 60.0 904 26-1/2- 58" 70.0 80.0 80A 90.0 811.0 80.0 �rc 3r 38-3/8' 7410 Sam 60.0 90.0 60.0 90.0 Imo_I W sr (5) 70.0 60.0 80.0 90.0 60.0 90.0 �z��(p 42• 70.0 80.0 80.0 90.0 80.0 90.0 42' 70.0 80.0 80.0 90.0 80.0 90.0 Z 4L' (4) �1 49" OA 80.0 80.0 90.0 80.0 90.0 49' - - - - 80.0 90.0 53-1/8• 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70.0 90.0 60.0 90.0 80.0 90.0 19-1/8- Tao 80.0 80.0 90.0 60.0 90.0 29-1/2- �• 7ao au 80.0 90.0 80.0 90.0 26-1/2' 70.0 60.0 60.0 90.0 SOO 90.0 37' (6) 70.0 80.0 0.O 90.0 80.0 90.0 � 3r 50-5/8- 0.0 80.0 80.0 90.0 80.0 90.0 42- - - - 80.0 90.0 4Y (5) 70.0 60.0 60.0 90.0 80.0 90.0 19-1/8- 88' 70.0 80.0 80.0 90.0 BOA 90.0 r 49. 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2- (6) 70.0 8410 SOA 90.0 80.0 90.0 v 53-1/6• 70.0 80.0 80.0 90.0 80.0 90.0 3r - - - - 80.0 90.0 19-1/6• 70.0 80.0 BOA 90.0 804 80.0 19-1/B' 74-1/4' 704 80.0 80.0 90.0 goo 20.0 �.y (� 26-1/2 7ao 6o.G eo.G 9o.G soo 90.0 26-1/2- (7) 70 o eoA 6ao Sao fio.o 9oA t3 W 37" 58- 70.0 60.0 80.0 90.0 80A 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. aN 42• (5) 70.0 80.0 80.0 90.0 80.0 90.0 LUAHT EXTERIOR(+)LOADS TO 70.0 PSF FOR STD. SILL In 0 yc�I 5341/8' 0.0 60.0 800 90.0 00.0 90.0 Wigg. Z �T 19-1/8' 70.0 8" 80.0 90.0 80.0 90.0 8 §2E 26-1/2• 70.0 80.0 80.0 90.0 80.0 20.0 N a 1. 53• 70A 80.0 80.0 90.0 80.0 90.0 lJ M • 42' (6) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 Sao 90.0 5 5A7 O 53-1/8' 70.0 80.0 80.0 Sao BO.o 90.0 19-1/8- OA 80.0 80.0 90.0 804 90.0 4 4 4 gg 26-1/2' 0.0 800 80.0 90.0 80.0 90.0 8 G 3r gg• OA 80.0 80.0 90.13 80.0 90A MODUCTREc $ 42- (8) 70.0 80.0 804 904 80.0 90.0 f1 ''�11I a ph�IN doPlOA& ° yr�� 49% 70.0 80.0 80.0 90A 80.0 90.0 1 o 6 / o� $ S 53-1/8- 80.0 90.0 lU(�--� a 2 19-1/9• 70.0 41.0 BOA solo 80.0 90.0 S 26-1/2" 0.0 80.0 80.0 90.0 80.0 90.0 STD ,TOP RAH. HEAVY DUTY TOP RAIL BY Con 37' 74-1/4" 0.0 80.0 80.0 90A 80.0 90.0 5-1000 S-1000 -v 42" (7) 70.0 80.0 BOA 90.0 80.0 90A • •• i t ••• • •• NO • S CAPACITIES ON THIS SHEET ARE BOA 9ao • • �, BASED ON ASTM E1300-09 (3 SEC. GUSTS) a 60.0 90.0 •• • • • • • o:_ 419" B • •• • • • • • AND FLORIDA BUILDING COMMISSION ` 80.0 90.0 • •• • •• DECLARATORY STATEMENT DCA05-DEC-219 80' BOA 90.11 -a E*gr:J VAD W" 37• - - - - 804 90.0 CML n 412' (7) - - - - 80.0 90.0 • • IRA.PE. 70592 BOA 90.0 ••• •• • • • • •8 .+3 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. • • • • • • 5 5 LUMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL • •• •• i•• •• drawing no. SM,TOP RAIL be • • HEAVY DUTY TOP RAII. 6kO 2015 W03-56 5-1050 S-1050 sheet 2 of DO ••• • • • • •• • • • • • • • • ••••• TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEV.FOR SPACING �II (WOOD BUCK M °e " °e• a .. METAL MAN-DADE COUNTY APPROVED Ed c Z Q SIRUCfURE MULLION&MULLION ANCHORS Ed y SEE SEPARATE NOA Ed o \ \ 4 Ed a o ^ L� --� —� ogo � O e 1f v w TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. Q SEE EIEVS.FOR SPACING FOR SPACIAL �<� t t WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z M AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV.FOR SPACING o 4n 1/4" DIA. ULTRACON BY 'ELCO' (F.-177 KSI.FY-155 KSI) m INTO 2BY WOW BUCKS OR WOOD STRUCTURES d tt 5A 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY z O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY e 5 8 B DIRECTLY INTO CONC. OR MASONRY yu� 1-1/4" MIN. EMBED INTO CONC. OR MASONRYn W @1 ,814 SMS OR CELE DRILLING sT'REWS (MADE 2 CRS) am moi• INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') 0 a 4 INTO METAL STRUCTURES Z id a' T 14 14 4 I 14 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) � R2�^ 0 I ALUMINUM : 1/8'THK. U. (6063-T5 MIN.) I o W i + (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) In Ed = ANCHOR EDGE DISTANCE 0 W 1 0 1 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. ci INTO METAL STRUCTURE = 3/4' MIN. o WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD.SILL.OR JAMBS f c - 3000 PS MIN. o P 11 B C-90 HOLLOW/FILLED BLOCK AT JAMB flow- 2000 PSI MN. 0 B i SEALANT: I i0g 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 9 p "di SCHNEE MOREHEAD SEAM SEALER SM5504. W1 I t4 9 lv��,3: •• •Y'�`+' •` • • • •• �p QaS nary i OO "'���•i i i i i i WEEPHOLES: s sees C W2 is r t C( •• • i i i i i•a• •4IV1 - 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END c 2 •• •• PREIlUCi'IffiVTSD� • •• W2 1-5/16' NOTCH AT EACH END Dtliidiog OySDdOvpltOroF{a11Q8 //''''''���� &yn JAYAO AHMADCNIL •� 41 AcpO No V✓ FIA.PEDw 77Sl12 0 �� t .. � •,..-. .o. .: •••• • �Dy• a .7 .o .. ..a- T I • IIIENT � • • dravring no. • ° I TYPICAL ANCHORS '.°Ed o•. b ;, p' ••• �• • Alit2IES-1000 L 1 G?.Q W03-56 SE 0 P1G WITH SPRING IO0 LATCHES sheat 3 of 8 ••• • • • • • • • ,>PrX ANCHORS SEE ELEV.FOR SPACtNG 5 Fro lay WOOD BUCK £d i � a � Q4 11 O ab�g 1� o 9 OPTIONAL TO OPTIONAL TO 9 SA OPTIONAL.TO BOTTOM LATCH BOTTOM LATCH BOTTOM LATCH t i ALT. 1 .1•t.Mj g�g�� = t t4 i 18 19 \ Z id wM�� : B L a, o m g i 1a + _ •• •• 4�I It:1 "®r �o. i i ••• aooa�6 pRQpUCf RCVISBU E�pr:JAVAD AHMAD ncanplyi�wNhOmF7odda / •..� No i/ FLA.PE CAN.Tr - ••• ATYPICAL ANCHORS . P•• S IES— 050SEE ELEV. Ed VENT WNH SWEEP LATCHES JUL4015 sheet 4 of 8 Ed FOR SPACING ••• • • • • ••• • • w i i•i w • • • • • • • • • i••fi S{ UI rrEm 0 PART 8 READ. DESCRIPTION MATERIAL MANF./6UPPL=/HMARKa 1 ESIG01 1 FRAME HEAD 6063-T6 - 2 ES1002 i FRAME SRL(SID.) 6063-T6 - 'per 2A ES1101 1 FRAME SILL(HI-RISE) 6083-T6 - O k J 3 ES1003 2 FRAME JAMB 6063-T6 - 4 ES1005 1 FDIED MFG.RAIL(FOR SPRING LATCH) 6063-T6 - Fi 4A ES1051 I FORED MTG.RAR(FOR SWEEP LATCH) 6063-T6 - 8 5 ES1004 I STD.VENT TOP RAR(FOR SPRING LATCH) 6063-T6 - C SA ES2004 1 HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCH 6063-T6 50.1 ES2004A 1 HFAW DUTY VENT TOP RAI.(FOR SPRING LATCH 6063-T6 ALTERNATE TO 5A VS 59 ES1052 1 STI.VENT TOP RAL(FOR SWEEP LATCH) 6063-76 - Qy MIAMI-OADE COUNTY SC ES1053 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES 6083-T6 - D APPROVED MULLION TYPICAL ANCHORS SCA ES1053A 1 HEAVY DUTY VENT TOP RAL(FOR SWEEP LAT -• 6063-TTS .ALTERNATE TO SC VVVca ,qaSEE SEPARATE NOA .I SEE ELEV.FOR SPACING 6 ES1006 1 VENT BOTTOM RAIL 6063-T6 7 E51007 2 VENT SIDE R41L t 6063-T5 - 1 J$ e Emma as R06. GLAZING DEAD 60e3-T6 — 8A EST 103 AS RQD. SQUARE GLAZING BEAD 6063-75 - 9 ESIODS 2/VENT SPRING LOADED VENT LATCH 8083-75 AT 8'FROM ENDS - - - 9A 3032 2/VENT SWEEP LATCH 7AMAK AT 11'FROM ENDS J 98 08 X 1' 2/LATCH LATCH INSTALLATION SCREWS - FH SMS 10 E51012 1/IATCH LATCH SPRING .ST.STEEL - 11 ES1016 AS REQO. GLAZING WEDGE SST PVC WROMIiTIXi 7035 SHORE z 11A 27-425 AS REOD. GLAZING GASKET ERM OUROMETER 6035 SHORE'A' U 12 ye X 1' 20 FRAM&VENT ASSEMBLY SCREWS CRS PH SMS w 13 ESttltt 2/VENT SASH CAM CELRX>N - WINDOW WIDTH WINDOW WIDTH 14 43620-197 AS READ. PRE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. n 15 030011190 AS REDO. FRAME SILL W'STRIPPMG - Q-LON2 16 - 2/-VENT BLOCK&TACKLE BA ANCf U1 SERIFS 120 BY BSI t7 - 2/VENT SPIRAL BALANCE - - �Z 18 ES1013 2 SASH STOP `a - - y N TYPICAL ANCHORS 19 ES1505 - FLUSH FRAM ADAPTER 6063-T5 OPTIONAL W 0)f SEE ELEV.FOR SPACING 20 - 1 5/16'BOX SCREEN - OPTIONAL 21 27-372 2/UTE SETTING BLOCK.7/16'X 3/16'X 3-1/2'LON EPDM OUROMETER 7535 SHORE A pp 1/4'MAX. VENT WIDTH 1/4'MAX. � � a SWM SHIMS �pE OPTIONAL 1 1BY 1/4'MAX. TY ANCORS g 16 14 7 WOOD BACKS SHIM ££LLEEVV FOR SPACING c Ts a:.,l a I a.• p W _ _ __ _ _ _ • W � � �aa� TYPICAL.ANCHORS •• '.w Q F��AC-.ING 1 t PRODUCT RRVISIW Ems:JavaG +� $' •° e I 3 8 • I�'I4IOR 000 •• • • • • • rRlaideBIRdIog CcdFIA.RE • • • oopwnooblCARD,T„•ppG, A ® S .. ... ... Product ERIES-1000 Crowing Iw. SERIES-1050 JUL 1 2915 W03-56 ••• • • • • •• • sheet 5 of$ • •• •• • • • •• •• 161 t TYPICAL ANCHORS b �� SEE ELEV.FOR SPACING m TYPICAL ANCHORS Z SEE ELEVS. FOR SPACING --- O METAL MIAMI—RADE COUNTY r a - STRUCTURE MULLION&MULLIONIL ri T n. Ed Ed SEE SEPARATE NOA a n ALT. TYPICAL ANCHORS ',� SEE ELEV.FOR SPACING 0 s � � o 1 I, n x all W ,/4.MAXM smms T9 ALT. i i 4 12 V►1r) •• L to a i O 01.4s S © . .. .. . . . . .. g • . . .0. . . . TYPICAL ANCHORS =o,� •.ppp • •• • • • • • SEE ELEV.FOR W O!9 6 �T 79 I.e. •• • • • • ••• . &"s • • • • • • • • • c u z— I � t4t0INJ r4r4mw Engr.JAVAD AMM „ •� a •� •� • CML s°'o.. . ' . TYpICAI•• • .•• ••• ••• S792 • . • • A .03 F0.P Ed • • Dm s ASS • • • • • • • • SEE•ELEV.FOR SP/CMG •• • • • • BY •• • • ••• •.• • aProduN i dravting no. INSTALLATION DETAILS WITH FUME ADAP JUL _ 2415 W03-56 sheet 8 of$ • • • • • • • • • • • •• •• • • • •• •• �2.3301.130 1.130 Am 2.190 1.328 r- �V.V .062 969 .082 1-344 .062 1.344 .5431._l/ Q 3 -7- .770 ( I 2.063 I 2.083 1 .750 1�--�-r-� 44 1- J .719 913 h--- --tet 913 .813 .250 0. Fp 2.392 22BB I { GLAZING WEDGE 930 V-- .930 Fes- f l SCALE 1:1 Q FRAME HEAD 19 FLUSH FRAME ADAPTER o a. STD. VENT TOP RAIL STD. VENT TOP RAIL BASE POLYMER- EPDM RUBBER ti 2186 .813 SERIES-1000 59 SETBES-1050 DENSITY= 1026 Lbe/Gal tq • ,.630 • 1830 TENSILE STRENTIM=°05 PSI EMOATKIN AT BREAK=273R 9j30 1.122 ,gm 1.1�1 TEAR STRENGTH= 1.343 Hip/ft O 1 BRDTLENESS TEMPERATURE_ -40'F Q !4T 2,330 COMPRESSION SET=27X(22h®158'F �z ai s 1.421 1.250 1.250 .080 pJu 1.230 .078 .147 .153 2.083 1242 .062 � 2.063U _ O I .780 .062 ` .062 1.344-d1 .�I,S82 --�ssz � Q FRAME JAMB OO VENT LATCH H.O. VENT TOP RAIL H.D. VENT TOP RAIL ® SERIES-1000 SERIES-1050 747 ��29 "'{I". .-,.530 ,.6311 F3 i J tj ..0033 .a5o dam'. 'Boz 062 .126 1.250 .tzs y v n 1.250 11IFR-'tS'_1''I1I11 937 .837 .147 UVU 2.063 .153 7.063 Qwd.L•1 j� y�52 Z+yM� Q GLAZING BEAD O SQUARE GLAZING STOP 062 .062 g 3 Z o 11 Ell Lo 988p-949� W M 3: II .715 p- 988 913 .657 .062 930 H.O. VENT TOP RAIL H.O.VENT TOP RAIL SERIFS-1000 SERIES-1050 2188 .813 "I .992 1.250 � .062 .489 ,.434 a Qi VENT SIDE RAIL � f' 1.149 .082 1.875 2.113 On- ' ,`'"� -{ 2.181 1.250 1.%0 I _ L., ` J g .984 © vENT BOTTOM RAIL 2.457 2.457 • • • • • • 1212 0 ^1 S d • • •• • ,�tz• • .06� • • • L• MEETING RAIL00 • • _ • 4A SEtIES-1050 .082 3.127 2.562 1.335 Ea9r:dWAD MMAD e CML '71.0 • • • •• . • • CAA 363873382 S , 1l- + • • • e • • .84 974 • • • •• • •• • • � � v �_ Du9BtlgCata •• • •• ••• .•• ••• ACOMoQ� drawing fro. 1.679 1.679 B. pate 2331 2.331 By 14L IQ 20 W031-56 Q FRAME SILL (STD.) ® FRAME SILL#b-0SQ • • ••• • • 0 Oheet 7 of$ ••• • • • ••• • • 12 Fzoitq� a . j O,<o O,�i 1 1 I �Z"1 001 p;j� . A-A i Z �L Di Ld o,M M Z� 0 Nva AA 12 � � AA .. 00:•• m�g�os • •• • • • • ••• • FRAME CORNERS DE?'AIL - •• ••• •• • • • •• a Er4r•JAVAD AHYAO + CML n • ••• ••• • • • FLA.PE CAN.353870582 i • ' T fORNER DECAIL rrtODUCronucrttsvtsao m igwkh dm vwb 0• •• •0 • •• i Mitr o s�WetB Of B•• • • ••• ••• • AOMPMO , drawing (no. L 62015 W03-56 ••• • • • • ••• • • • • • • • • • :000:• • • •• •• • • • •• •• ••• • • • ••• • 0 4 , MIAMI-DAL7E MIAM-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 )IDARD AND CODE AD6llNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "-A,.m1am1dade.eoy/economy ES Windows,LLC 10653 N.E. Quay1h idge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dadd County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:*Series 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W03-75,titled"Series 2000/2050 Alum.Horiz.Sliding Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Colombia, America Latina, 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 0000 in the materials,use,and/or manufacture of the product or process.Misuse of this N04k as an•efL(loxsement••••• of any product, for sales, advertising or any other purposes shall automatically teAuWat4 this NVA. Failure .• to comply with any section of this NOA shall be cause for termination and removal-o;WGA. •.: 0 0 0 0:. ADVERTISEMENT: The NOA number preceded by the words Miami Dtreavounty, Flolida, anti....; followed by the expiration date may be displayed in advertising literature. If arti dor ion of Ilia 140A i 00:00" • displayed then it shall bb done in its entirety. 000000 00000 INSPECTION: A copy of this entire NOA shall be provided to the user by•ttie•nramtfiecturer or its 0.0•• distributors and shall be available for inspection at the job site at the request of the MtibMDg Officiat •, This NOA revises NOA No. 13-0617.28 and consists of this.page 1 and evidenceages L-1,EU aA JE-•3, "'••• as well as approval document mentioned above. ..0.0 0 0000* The submitted documentation was reviewed by Jaime D.Gascon,P.E. •00 0 0 0•0 NOA No.14-0923.10 MIAMI DADS GO5�,,�t Expiration Date: November 06,2018 t�Z 1 l Approval Date: February 05,2015 Page I t ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC Stn Edition (2014), and 6)f- no fno financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2610, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P. E. (Submitted partially under previous NOA No.12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, (Submitted Martially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report*No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated. 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA's No.'s 08-0527.13 and 07-092813) 7. Laboratory compliance letter for Test Reports No.'s FTL--3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS' 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/2050" Aluminum Horizontal Sliding Window-L.M.I., approved on 09/19/13 and expiring on 11/06/18. . . .... ...... ...... .. .. ...... ...... . . ..... .. .. . ...... Jaime D.Onscoo,P."E. Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED A. DRAWINGS L 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No, W03-75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L-M-I)", sheets 01, 1.1, 02 and 03 'through. 09 of 09, dated 08/27/03, with revision "ff.' dated 09/16/14,prepared by Al Farooq Corporation, signed and sealed by J'avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(82009)and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 225692(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-1408.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202-94 •• 6666 6666.. 7)Deglazing Force Test,per ASTM E 987-8$(82(09)anO per.FBC .• 24113.2.1,TAS 202-94 0.6;00 00 •6 06.0.0 8) Operation Force Test,per ASTM D 2256-V2V008)and'per FB(:.... .... 24113.2.1,TAS 202-94 • • 999. .. .. 69090 along with marked-up drawings and installation diagram.o£.a.horiantaL slidirA,„.0• window, prepared by Fenestration Testing Laboratory, Ino.;-Fest VOW& N®r.... FTL-5338 and ITL-5475, dated 01/17/08 and 12/20/07 lesively, signed and •, sealed by Carlos S.Rionda,P.E. 0. 9 O • (Submitted under previous NOA No.-08-027.13 and 07-092$ 3 .�... Jaime D.C4ascna,P.E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November Ob,2018 Approval Date: February OS,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) _ 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per AAMA 13 02.5 76 and per FBC 24113.2.1, TAS 202-94 7)Deglazing Force Test,per ASTM E 987--88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL--3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 51h Edition (2014), prepared by Al Farooq Corporation,dated 09/09/14,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-98109 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) 00.0 E. MATERIAL CERTIFICATIONS .'. '•" 6469:0 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont JQ%q% ours-h Cze. ,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/1 Op oyp ring on 01114/17. 0 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont VtKeipour;&Ce.,Inc; for their"DuPont Butacite®PVB Interlayer"dated 04/11/13;Miring oil 1 2f 1/16.-,00* ••• 0000.. 0000 0000. . • 46 0000.. •s•• 0 �•.••• Jaime D.'&P,*o0,P.E. 0 Product Control Section Supervisor NOA No.f4--0923.10 Expiration Date: November 06,2018 A _ roval Date: February 05 2015 _ ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5eh Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NDA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, (Submitted partially underprevious NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. (Submitted ander NDA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted tinder NOAAIs No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL--3809 and FTL-3804, issued by Fenestration Testing Laboratory,Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/2050"Aluminum Horizontal Sliding Window--L.M.I., approved on 09/19/13 and expiring on 11/06/18. .....• .. . ...... •. •. • . .. i .•.•.. ..... i • f'• . .•...• ( .•..�. • . . Jaime D.' 49bop,P.E.� Product Control Section Supervisor NOA No.14-.M3.10 Expiration Date: November 06,201.8 Approval Date: February 05,2015 E-3 t ur rl� WINDOW WIDTH 1D"MAX OL_OR LEAT STILE ENSS'MAIL SEE SHEETS 2&3 FOR CAPACDY50.1A FALSE MUNTINS(SURFACEAPPLIED)MAYBEUSED � r G3 m y u =rF« Ir - --�i i/T mit>r+ np Zy 5 III it B i 33 1/2• 333/8- ` 33 1/2- s J¢] 4 ! D.L.6PG. D.L.OPG. D.L.OPG. s J 37 5/8- 37 5/e- Q Tp VENT WIDTH VENT WIDTH m TYPICAL ELEVATION Z 3 M 3 � THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. z "� SHUTTERS ARE NOT REQUIRED. W a .. GS r s O SERIES-2000/2050 ALUM HORI7 SLIDING WINDOW $ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. c APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS o B OF HJL/H.R.OR H.R.WITH OTHER WINDOW TYPES IN MODULES OF g� TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED 3{ MULLIONS IN BETWEEN LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, of •• ••• • • • • • •• �`o era THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • '� $ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• • •• • •• LAMINATED GLASS OU"`" HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ••• ••• ••• ••• • • ••• LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. Q Engr:JAVAD ARM ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Fu.. Cm 73J EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 703823. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • • I�oDpIj wwAhft�FlwlBy NOT PART OF THIS APPROVAL. • • • • • • • �dlog�OWmto q�•�OO A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONL?� �• • :• •• • •• � foaeptmnwNo 2�-r G.. droning rw. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT •• • ••• ••• • . Dete I 4 20% COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEe4 W03-75 REQUIREMENTS OF THE FLORIDA BLOC.COOS. Miami produetCauuoT sheet 1 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/b'ANN.GLASS 1/8'HEAT STREN'D.CUSS 1R�� 080'INTERLAYER .090"INTERLAYER i SILICONE SILICONE n SENTRYGIAs BY'W1PtIi1' SENTRYGLA BY'DUPONY 4OOW CORNING 795/983 DOW CORNING 795/963 1/s•anIN.sass 1/s"HEAT srRErl'o.sass STUCO SUCONE SILICONE 1 F DOW CORNING 795 DOW CORNING 795 Fay 21 2 $� n AT 1/4 POINTS ON CITES � AT 1/4 POINTS ON UTES LL d a a WIDER THAN 36' WIDER THAN 36" 8 e7 r 5/16" LAM. GLASS 7/16" LAM. GLASS Q 3 AT 1/4 POINTS ON LITE$ AT 1/4 POINTS ON UTES IL WIDER THAN 36' WIDER THAN 36' ALT. GLAMG OPTIONS GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. o //e ANN.GLASS 1/8'HEAT STREWD.GLASS I .090'INTERLAYER 090"INTERLAYER BUTACITE PV8 8Y'DUPONT' BUTACRE PVB BY'DUPONY 1/8'ANN.GLASS 1/8'HEAT STREMD.GLASS ?rS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 z m w 3 �S Nam ' 21 21 3NM s a cl Z m " Q AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LUTES WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'B' GLASS TYPE 'B1' o 3/16'ANN.GLASS 4-TA 'HEAT STREN'0.GLASS 5/32'HEAT SiREMD.GLASS t 090'INTERLAYER INTERLAYER .090'INTERLAYER o SENTRYGLAS BY'OUPONT' GTE PVB BY'OUPONT' SENTRYCL S BY'DUPONT' $ 3/18'ANN.GLASS /8'HEAT StRENb.GLA55 1/8"HEAT STREN'D.GLASS DOW CORNING 795 DOW CORNWO 790•• • • r C�IRING 795 i z • • •% •, CML PE/7059PRODUCTREVISED3Sg� • ���a.Ptaam Z3.20 Nu ,^ AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LUTES•• •• • � •• ON • • °px 6" wI ° W drowirtg rw. WADER THAN 3DER THAN 36" •• • `4 4� ' By— C 2014 WQ3-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE E. sheetl.lof g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 4%1 STD.ANCHOR SPACING ADDL.ANCHOR gcil� I STD.MTG.RAM(FRAME SILL*1.2.3&4) H.D.MTG.RAIL H.D. MTC.RAIL SEE DEDULS BELOW FOR EXT(+)LOAD UNTATIONS } SEE DEIMS BELOW FOR EM(+)LOAD U10TMAIS (SILL•3&4)** (SILL•3&4)* •�, GLASS TYPE'Al' GLASS TYPH'Al' 0 !� I GLASS TYPE'Al' CLAW TYPE'R1' GLASS TYPE'BI' GLASS TYPH'A' CLASS TYPE'SI' GLASS TYPE'D' GLASS TYPE'D' GL459 TYPE'D' WINDOW DIMS. A GLASS TYPE'D' GLASS TYPE'C GLAS.4 TYPE'S' GLASS TYPE'S' Q WBifH I HEXiHT I -4-)TINT.(-) EXT.(+) INT.(-) EXT.(+) 0R(-) EXT{+) BR.(-) EXT.(+) INT.(-) 26-1/2• 3 70.0 8010 70.0 9010 7010 80.0 80.0 90.0 - - 37' 28' 4 7010 BOA 70.0 90.0 7010 80.0 6010 90.0 - - 53-1/e' (3) 8 7010 BOA 70.0 90.0 70.0 �A BOA 90.0 - - $G 705 74' 8 7010 0.0 8 70.0 90.0 76.0 804 BOA 90.0 - - S 4��`a 28-1/2" 3 70.0 80M 70.0 90.0 7010 80.0 80.0 90.0 - - p�I 37• 38-3/8' 4 70.0 SOA 7010 90.0 70.0 80A BOA 90.0 - - STDM7 O 53-1/8' (3) a 70.0 80.0 7010 BOA "A 8010 BOA 90.0 - - &TD.S-2000 RAIL4 . -22050 AHs 74' a 7010 60.0 70.0 BOA 7010 8010 solo 90.0 - - z M J I 26-1/2" 3 70D SOA 7010 9010 7010 Sam SDA 9010 37' 50-5/a' 4 70M BOB 70A BOA 70.0 a" a" 90.0 - - O 53-1/8• (4) 6 70A BOA 70.0 BOA 70.0 6010 BOA 9010 - - 7$ 8 - - 70.0 90.0 70A 80.0 80.0 9010 - - 26-1J2' 3 7010 80.0 7010 solo 7010 BOA �A 9010 - - 37' 63' 4 589 67.3 70A Solo 7010 BOA 80.0 904 - - 53-i/8' (5) 6 42.6 4&7 70A B&8 70.0 su a" 904 - - z_ 74• 8 - - - - - - 75Z 753 BOA 90.0 24' 3 704 8010 70.0 9010 70.0 8010 BOA 90.0 - - 5 38' 4 70.0 BOA 70.0 9010 70.0 BOA BOA 90.0 - - 0 00 48" () 8 7010 BOA 70.0 Solo 7010 solo 80.0 solo - _ 69' a 7010 80.0 7" 8010 7010 80 0 Bao 90.0 - - 72' a 70.0 Bao 7010 9010 7010 80.0 BOA 9010 - - n n M 24• 3 70.0 HOA 7010 90.0 70.0 80.0 80.0 9010 - - Z m 36' 4 7010 60.0 70A 90.0 70.0 SOA BOA 90.0 - - Z Z ii N 48' � 8 7010 BOA 70.0 9010 70.0 SOA 8010 90.0 - ALTERNATE = BO' 8 70.0 8010 70.0 90.0 7010 SOA 80.0 90.0 - - TO 6A&80.1 N N 72' 8 7010 8910 70.0 9010 70.0 SOA 80.0 90.0 - 5 g j7F3 M7@ 24' J 7010 8010 7010 99.0 70.0 80.0 Bao 80.0 - O 35' 4 7010 8010 70lo 9010 70.0 BOA BOA 8010 - - S.D.MTG.RAILS H.D. MTG.RADE 48' 4448) 8 7010 BOA 780 80.0 780 80.0 BOA 80.0 - - S-2000 S-2050 ��•• 60' 8 7010 BOA 7010 9010 70.0 80.0 SOA 90.0 - - g 72' 8 704 8010 70.0 90.0 70A 80.0 SOA 90.0 - - 24' 3 704 8010 70.0 80.0 7010 Solo 80.0 90.0 - 36' 4 780 8010 7010 8010 7010 BOA 8010 90.0 - 48' (5) B 54.2 81.9 7010 9010 7010 BOA 80.0 9010 - - A4eeptataoNO 1 80' 6 45.1 51Z 70.0 873 7010 80.0 80.0 9010 - 72' 8 - - 7010 78.7 70A 78.7 80.0 82.7 80.0 9010 1 By A-NO.OF ANCHORS PER HEAD&SILL S ()= NO.OF ANCHORS PER JAMS NOTE: c o ffi a d •• ••• • • • • • • GLASS CAPACITIES ON THIS SHEET ARE a N • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) W 4 •♦ • • • • •• AND FLORIDA BUILDING COMMISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 m i0 1p q .JAS 9 w n FLA. 89 D 702 # N N •1 *2 • .•, • ••• •• • S • 4 G • • • • • •• •• • • • droving no. • , ••• ••• • ;j2014 W03-75 STD.SILL YATHOUT RISER STD.SBL WITH RISER HI-RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER LSAT EXT.(+)LOADS TO 533 PSF LOAT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 67Z PSF LSAT EXT.(+)LOADS TO Bao PSF sheat 2 of 9 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2080 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 STD.ANCHOR SPACING ADDL.ANCHOR 'K'K STD.ANCHOR SPACINGSEE DETAILS BELOW M STD.MTG.RAIL(FRAME SILL•1.2.3 &4) H.D.A17G.RAIL H.D.MTG.RAIL FOR FM( LOAD UMITAT10N5 STD.MTG.RAH.(FRAME SIM•1.2. 3&4) H.D.MO.BAR i SEE DETAILS REM FOR t7Cl'(+)LOAD L06TARONS (SILL•S&4)* (SILL•9 &4)'k SEE DETAILS BELOW FOR EXT(+)LOAD LUTATIONB (SILL•3&4)- '� J GLASS TYPE'At' GLASS TYPE'At' CUM TIDE'Al' 0 F1 GLASS TYPE'Al' GLASS TYPE'Bl' GLASS TYPE'Bl' GLASS TYPE'AI' GLASS TYPH'Bl' GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE'D' CLASS TYPE'0' GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE'D' GLASS TYPE'D' WINDOW DIMS. GLASS TYPE'R' GLASS TYPE'C' GLASS TYPE'E' GLASS TYPE'E' WINDOW DIMS. CTAS TYPE'B' GLASS TYPE'C' GLASS IPPB'D' GLASS TYPE'E' p WA)TFI HflGHT A EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 01T.(-) OCT.(+) INT.(-) WIDTH HEIGHT A Exr.(+) BIT.(-) EXL(+) 00.(-) E%T.(+) w.(-) EXI:(+) WT.(-) a I I� 74' 9 70.0 BOA 70.0 90.0 70.0 80.0 BOA 90.0 - - 74' 2B' 6 70.0 80.0 7010 90.0 70.0 BOA 80.0 9010 fYi c a 106-1/4• 26• 12 7010 80.0 704 9010 70.0 50.0 8010 9010 - - 106-1/4' (3) 11 70A a" 7010 90.0 7010 80.0 80.0 90.0 R 111' (3) 12 - - - - - - 80.0 90A - - 111• 12 - - - - - - 8010 90.0 v 1y Q 74' _ 9 70.0 80.0 7010 9010 7010 BOLO 80A 90.0 - - 74' 38-3/8' 8 70.0 60.0 7010 9010 70.0 SDA 80.0 90.0 0 Q 108-1/4' 36-3/8 12 70.0 BOA 7010 9010 70.0 80.0 SOA 9010 - - 106-1/4' (3) 11 - - 7010 90.0 7010 804 60.0 9010 ()4�& 111• (� 12 - - - - - - 80.0 90A - - 111' 12 - - - - - - 80.0 904 �•I 74' 8 704 80.0 7010 9010 7010 8010 BOA 90.0 - - 74' 50-5/e 8 _ - 704 9010 7010 80.0 60.0 90A IL z 106-1/4• 12 7010 BOA 70.0 90.0 7010 8010 80.0 90.0 - - (4) Z M£ 111• (4) 12 - - - - - - 80.9 9010 - - 74' 63' 8 - - - - - - W A°) 80.0 904 74' 9 45.4 519 70.0 9010 70.0 80.0 80.0 9010 - - (5) O 106-1/4` 6r 12 - - - - - - 77.1 77.1 BILA 90.0 7Y 8 7010 8010 7010 90.0 70.0 8010 80.0 9" - 75.3 75.3 8010 9010 84• 24' 8 7010 S" 7010 904 70.0 80.0 80.0 BOA v 72' 9 704 80.0 70.0 9010 7010 80.0 8010 900 - - 98• (2) 9 70.0 8010 7010 90A 70.0 �.0 8010 9010 84• 24' 8 7010 80.0 70.0 9010 704 W.0 80.0 9010 106' 11 7010 8010 7010 9010 7010 80.0 BOA 90.0 N 98' (2) 9 7010 80.0 7010 60.0 7010 BOA 80.0 9010 - 72' 6 7010 8010 70.0 9010 70.0 60.0 8010 90.0 z a a 108" 12 704 9010 70.0 9010 70.0 8010 BOA 9010 - - Be 38' 8 7010 Sob 7010 90.0 7010 80.0 8010 9010 72' 9 7010 80.0 70.0 9010 7010 80.0 804 SOA - - 96' (3) 9 7010 8010 7010 90.0 70.0 8010 80.0 90.0 t71 U Q ,t ae 38' 9 70M 8010 7010 9010 7010 6010 80.0 90.0 108' 11 - - 7010 9010 7010 SDA BOA 904 m 4 98' (3) 9 70.0 80.0 7010 90.0 7010 804 80.0 9010 - - 72' 8 7010 BOA 7010 90.0 70.0 SOLO 80.0 9010 = 105' 12 70.0 80.0 70.0 8010 7010 80.0 80.0 9010 - - 84' 48' 8 7010 80.0 704 8010 8010 9010 Vl Q • 72' 9 70.0 80.0 7010 9010 70.0 80.0 80.0 90A - - 86' () 9 - - - - - - 80.0 90.0 gg p n1 84' 4B' 9 70.0 8010 7010 90.0 70A SOA 80.0 9010 - T2' 80'(5) 8 - - 7010 9010 7010 BOA 80.0 90.0 c�3 0 '�N 98' (4) 8 70.0 8010 7010 9010 7010 80.0 80.0 80.0 - - \ Z • 105' 12 70.0 MO 7010 9010 7010 80.0 ISA 9010 - A- NO.OF ANCHORS PER HEAD&SILL z () N0.OF ANCHORS PER JAMB t o- 72' 9 54.2 619 7010 9010 7010 80.0 80.0 9010 - - (1/4W) (1/2W) (1/49, f7104 84' 60' 6 479 $4.4 70.0 90.0 7010 840 80.0 9010 - d O(5) 8 - - 70.0 639 7010 80.0 8010 882 BOA 605' 12 - - 7010 78.7 7010 78.7 80.0 827 80.0 A= NO. OF ANCHORS PER HEAD&SQL () =NO. OF ANCHORS PER JAMB 5 (1/311) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH gt i am MIG,wars 6.7D.MTT1,Cults PRODUCTREVISEO 5-2000 5-2050 recaCspLyttlg whb dtc lhosida a 8 Ac4epta6wNo� r�/�A4�� m� 8 OPERATING VENTS TO BE 1/3 OF THE WINDOW WILTTH AAlami eflsYa4 slciConuol •• ••• • • • • • •• NOTE: c o6 d • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE •o i 9 • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 41,o •• • • • • •• AND FLORIDA BUILDING COMMISSION TA•• •• •• • • • • 6 DECLARATORY STATEMENT DCA05-DEC-219 Ew.Jam mao q n n n FIA q N • • • N ••• • • •I .2 •g • ••4 • • S S • s • • • ALTUME • • •• • • To GA&410.1 drawing no. CT 2Q14 W03-75 STD.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SILL WITHOUT RISER HI-RISE SQL WITH RISER tr,e.Mtn.baits H.O.arcs.RAILS sheet 3 of 9 LIMIT EXT.(+)LOADS TO 53.3 PSF LOST EXT.(+)LOADS TO 70.0 PSF LUT EXT.(+)LOADS TO 66.7 PSF LIMIT EXT.(+)LOADS TO 8010 PSF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i AHOY METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWSMCAL SEE ELEV.FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tWO BUCK Z =_=-_ APPROVEO _.:.4;• Ea a ', < .• IIMULUON&MULLION ANCHORS iI TYPICAL ANCHORS: SEE ELEV.FOR SPACMG �4 a ". e INSEE SEPARATE NOA II ¢ Ed I I i' 1/4" DIA. ULTRACON BY'ELCO' (FU-177 Hs1,Fy=155 161) E�9lj18 i. . ',::;..,..<...:..... 1Ed• •� :c;:`5" i2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES at 1-1/2" MIN. PENETRATION INTO WOOD a THRU 1811 BUCKS INTO CONC. OR MASONRY OA 17 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 0+ T DIRECTLY INTO CONC. OR MASONRY 7 1-1/4' MIN. EMBED INTO CONC. OR MASONRY g TYPICAL ANCHORS TYPICAL ANCHORS 014 SMS OR SELF DRILLING SCREWS (WOE 2 CRS)SEE ELIEV. SEE EIV. ' FORwG F INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") clam INTO METAL STRUCTURES o , STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v Fd =. ANCHOR EDGE DISTANCE 0 Fo' INTO CONCRETE AND MASONRY- 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. � a LL rA 8p WOOD AT HEAD,SILL OR JAMBS SO- 0.55 MIN. _ a CONCRETE AT HEAD.S91 OR JAMBS fe b 3000 PSI MIN. x � W � C-90 HOLLOW/flLLEO BLOCK AT JAMBS fm=2000 PSI ABN. � o n M c p M N R W SEALANTS: 3 Z 3 � Zi2m� FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1 N-ggam' STALED WITH WHITE/ALUMINUM COLORED SILICONE. LJ g WEEPHOLES: W1 = 1-13/16" X 1/4"WEEPHOLES AT 3" FROM EACH ENO WITH PLASTIC BAFFLE 7 tt W2 = 1/4"WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END g e e 8 FTLODIJCI'RJ3Vi9® call�yia9 vdtll UwCFbroraroide ® 14 © g AoogKmewAb �•� 7, AE aro g2O18 1t . �; � • • •• 4 • to ' 2 • • • • • ' SERIES-2050 4. � v J, E+qr.J0.Y�AHMAD i� � qgo •9 r..4 .4' S g 4 ! " ' FLA PE i 70M • • • tea • • •,j•. w. ley • • a •• • • • �BUCK drawing no. °w1 ° �AL F •• •OR SPACINGo • ••• .14q��� `` 201 W03-75 Ed oR FOR SPACING $ sheat 4 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rrm PARI'f QUANTITY DESCRIPTION MATERW. MANP./SUPPL=/REK0=TYPICAL HORS V �I SEE EIEVS.FOR SPACING 1 ES1003 1 FRAME HEAD 6063-TB - �4% I ��---- -------- -----i� 2 ES2DO1 1 STD,FRAME SILL 6063-TS - 3 IIMIAMI-WADE COUNTY APPROVED II 2A ES2012 1 HI-RISE FRAME SILL 6063-TB - Z a �IMULUON&MULLION ANCHORS I� Q SEPARATE NC1 II 3 ES2003 1 FRAME JAMB X -83-TB �dI Ed' D•• v I I i l 5 ES1005 1/VENT FIXED RAL(S-2W0) 6083-T6 - a 51 ES1054 FIXED - .,:.. .a,s' p• '._ .. ': - " 1� 1/VENT RAIL(5-20.50) 6�3-76 •. >..:._ .. I L------- ' 663 O T _ 6A E52004 1/VENF HA.VENT MEEUNG RMl(5-2000) 8083-T8 - �r p a 6.1 ES1052 1/VENT sm.VENT MEETING PAL(s-2050) 6463-T6 6A.1 ES1053 1/VENT H.O.VENT MEETING RAIL(S-21350) 6063-78 - V O 6B ES-2004A 1/VENT N.D.VENT MEETING RML(S-2050)• 6063-TG ALTERNATE TO 6A &1� ALT. 60.1 ES-1053A 1/VENT H.D.VENT MEET=RAIL(S-2050) 8083-78 ALTERNATE TO 6A.1 7 ES1007 2/VENT TOP AND BOTTOM RAL 6063-T5 - TYPICAL ANCHORS B ESIC06 1/VENT JAMB STILE 6063-75 SEE ELEV.FOR SPACING 9 ESI008 AS REDD. GLAZING BEAD 6063-T5 9A E51103 AS REDO. SOUARE GLAZING BEAD(5/16'GLASS) 6063-TS ee ES1017 AS REM. SQUARE GLAZING BEAD(7/16•GLASS) 8083-75 - 0 10 ES2002 1 SILL TRACK INSERT 6063-T5 11 ES2011 AS READ. STD.SILL RISER 8083-75 - C 12 ES1008 2/VENT SPRING LOADED VENT LATCH 8683-T8 AT 8'FROM ENDS L� 120 SL203 2/VENT SWEEP LATCH ZAMAK A7 11'FROM ENDS.BY 09ERI.00L o 128 fe X 1' 2/LATCH LATCH INSTALATION SCREWS GRADE 2 Cts FH SMS 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL 14 C18251N AS R-=—. FOAM FILLED FABRIC 'STRIPPING - SC&EG'EL EADJ a� 15 fe X 1' AS R . FRAME/VENT ASSEMBLY SCREWS CRS P.H.SAS _ .J 16 fR X 3' 2/VENT FIX.RAIL SILL SCREWS(STD.SILL END) CRS P.H.SMS N Q 16A #10 X 4' 2/VENT FIX.RAI.SILL SCREWS(H6-RISE SILL END) CS P.H.SASS ` 17 W2321ING AS REOD. VENT&FIX.RML W'STRIPPING - ULTRAF•AB 4 h M 18 W23291NG AS RIXDD. FRAME JAMB W'SiRPPING - IATPAFAB Z 3 m r2l. WPHL-1 2 EWFFLE,AT 3'FROM EACH END - M&M PLASTICS 06 X 1/2' 2/BAFFLE BAFFLE SCREW - F.H.SMS .L N N- ES101oi AS READ. GLAZING WEDGE SOFT PVC OUROMETER 70 SHOD'A W C4 ES4013 AS REOD. GLAZING WEDGE SOFT PVC OUROMETER 70 SHORE W 27-425 AS REM. GLAZING GASKET EPOM OUROMETER 60 SHORE'A ES2007 4/VENT ROLLER MUSING&GUIDE PLASTIC - 23 1 E52006 2/VENT ROLLER BRASS/ST.sr. - 24 ES2G05' 2/VENT HOLLER PIN ST.STEEL - 2S - 1/WEEP OPEN CEIA.FOAM PAD - 1'X 3/4'X 1'LONG z Zd 26 - 1/VENT 6/16'BOX SCREEN - OPTIONAL ° s 27 E91505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL T2B 27-372 2/UTE srmw BLOCK 7/18'X 3/16'X 3-1/2't01tG EPOM OURQMETER 75fb SHOTS A Ao ALT. I • •• • • • • ••• • Enr.."VA4 ARM CN& '.o, FTA.PE'70582 v A..Ed - • ••• ••• • • • UCFRBViSBD 1IL 4CT 3.6 0 q •v.. •>. • • • • • • • • • caapf7Wg wO^h O�KTP,lmida Z�J.,yo yob' .o. > DaNu lT" TYPICAL ANCHORS • •• •• • • • 1)tRo /�y� drowtng no. SEE ELEV.FOR SPACING •• • • ••• ••• • !!!/// ,T � 2014 W03-75 Miami aPrndnnCoMrol sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-MAX. VENT WIDTH O �V Stmt © 12 @ O.LO. 1/4.MAX HEAVY OM a1 � 13 STD. SHIMS _ _ a W000 SUCH 8 NEPAL STRUCTURE a� 17 CIp }� 8 8 •'O v TYPICAL ANCHORS �_--�SCRE£N OPL ----�.. - _ ?• v FUER ELEV. SPACIN6 68 8 5 D.LO. - H ll EXTERIOR WINDOW WIDTH 17 O TYPICAL ANCHORS XO SEE ELEV.FOR SPACING OX OPPOSITE 5 s � � ©e SHIM VENT WIDTH � U a 1/AJAX VENT YAM 1/4-MAX. J m 13 © SHIMS = _J 3 18Y Q n WOOD 8 18 6 wow BUCK N �. STRUG <.o z 3 n GIN 17 WN7Z 8 8 - 4 TYPICAL ANCHORS O �---_SCREEN o �-_ SCREEN OFT.- - SEE E . • py FOR SPACING . 5 e EXTERIOR W = WWI MDOW DTH •••v C ! $ XOX LAYOUT Oiy�gtucrREVIBEeDFIoNds n B w N,�14— 1/4'MAX.. O TYPICAL ANCHORS I D9Do SHWS . ALT. MIA -RADE to 00: M�CUUOLLUNTY SEE EUX.FOR SPACING d' •• •i i • i i i•i# {� SERIES-2000 0 •• ••• • • VENTS WITH SPRING LOADED LATCHES Gffg WE 1i it - - ;•� Engr.lA�p}plAD S to FLA.PE B 70592 • • 0:0 •• 3538 •"w"•3 TYPICAL ANCHORS ••i • - r • $ o` ii • ------- SEE ELEV.FOR SPACING • •• •• • - - •• • • 214 drawing rw. WINDOW WIDTH WINDOW WADTH W03-75 sheei 6 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��� 1 /4,MAX. VENT YADTN n 1 HEAVY DUTY 90M C L.O.ap t/ 9AT p STD. SHIMS 18 8 _ a •P •WOOD DUCK - --- v METAL -7 SLRUCIURE - .r - - - - ra o � .. W 8 9 --- - --- •'& SYPICAI.ANCHORS O tQ� «- OPT. ---«-- SEE ElEV. <O •,� FOR SPACING 8a faLLS 0 D.40. L' J EXTERIOR WINDOW WIDTH 0 TYPICAL ANCHORS XO LAYOUT T SEE ELEV.FOR SPACING a Mh © VENT WIDTH „4-SHIM VENT WIDTH 1/4-MAX. J m MAX. O SHM 3 wo a m W000 WCP 78 W000 BUCK �nM RE _ •-9 v z m Nil FE _ _ Z- 2 — Vla-- TYPICAL.ANCHORS O --•...•SCREEN OPT --_ - - - SCREEN OPT,--- SEE ELFT. FOR SPACING 1A Y EXTERIOR r " c ��R VANOOW WIDTH o RsvlSW xox LAYOUT 23.WAdtag 10 N MIAMI-OWE COUNTY SEE EI.tY.FOR SPAGNG d $ •• ••• EE WAPAIE N04 • •• glvip{maI CqutoT o LQ R • 7,• • .•' �; SERIES-2050 i • VENTS WITH SWEEP IAICHES 'f _ Etpt:MVAO AHMAO R 3 FIA.PE Y 7=2 $ 3538 •:• • ••• 'NC'A'N •• •• • • I Li _J • ---------- drowi0 ng no. as • • ••• •• • W03-75 YANDOW WIDTH ,t Waaoort WIDTH CT 2014 sheat 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.330 .857 •�7 2.083 -2,063- -1 2.093 F �124T .062 .062 .062 h-'J29 1.x34 I 9W I z 3 2.166 .71;g .Bi3 -^I .147j 1.730 1.130 '050 zd I 9�_ 1 .062 .__P. .93 O GLAZING BEAD .637 O 7.250 1.250 , 913 VENT TOP/BOTTOM RAIL t.a2t � 5T0. MEETING RAIL STD. MEETING RAIL 2.188 © SERIES-2000 © SERIES-2050 SQUARE GLAZING STOP O r .930 1.400-11.122 '7� 462 2.063 2.063 QO' Q t O FRAME HEAD '�19 -t• A78 .062 .062 "`{ .203 ;p .882 1.118 TTT I G+ T'- y 1t�QRf�i5�i 1.149 •6� 1230 AM 1.630 J7� � 1.830 .813 t2 VENT LATCH La 0 489 .637 183 1250 913 1250 1' .062_We. 2180 OB � © JAMB STILE H.D. MEETING RAIL H.D. MEETING RAIL 2.898 2575 .770 500 ® SERIES-2000 SERIES-2050 SQUARE GLAZING STOP u- -2.130 �- �� a 2268 2.083 2.063- -1100 ,083 � J Q S00 0] LL S fLL1$Fi FRAME ADAPTER 2 3� 2�T 2555 830 062 1.630 2�A82 1.630 gN n I: O2 STD. FRAME SILL 1.878 - E3 z^M 988 2 .8921 1.118 .052 1 t Nv .813 TV. 719 H.G. MEETING RAIL H.D. MEETING RAO. PN to 2 ® SERIES-2000 ® SERIES-2050 � FRAME JAMB . 2.181 2.113 .078 0$8 1.875T 9941 .078 1 3.437 2918 AIR 1212 � 1212 .992 L�� 2500 .062 0 .046 A62 •.• • • • • • t.ys� 1.250 G o 8 2.330 .00 • • • • • • • Z a$R • • •• • • •FIXED RAIL FIXED RAIL E 0 u r o x • •• • • • d • ® HI-RISE FRAME Stu 11 SIU. RISER •.• •.• •.i •• • • . - ��- .186-11- .3281- 224 Ener JAVAO S/AWM �\ C nA.PE A92 250 I . ... ... . . . N.X5382 i •� .543 O .3ca • • • • • • • • LN RBVtm .312 "i • • • • • • �m0��No�ro 1.086 t 15 -- • •• .• • • • DtEedrOAring �. • ... ... . W03-75 z, x1.1 ,0 SILL TRACK GLAZING WEDGE Alimnl ,t�6 C 2�1� sheet $of g • • • • • • • • • • • •• •• • • • •• •• V.V Is 15 F g $� n 0 FRAME TOP CORNER 75 VENT TOP/6oTTOM CORNERS = O N M g ,�M.t 3z�o Ln:F lamo mill 00 • •• • • • • FRAME BOTTOM CORNER • • • • • • • • Ergr.JAS � c fm CAN. 7638��2 g ••• •• • 000 ••• ••#RODUCf R8V1S8D S wdhl6eNlotldo 0 ••i i • �i •• •• • � �C- •• • 18� • • . xO �� Browing no. 090 • 000 ••• • e d 2014 W03-75 FIXED MTG. RAIL CORNER ey 6fi�rai Pro sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S M IAM I•DADE MIAMI-DADE COUNTY ! 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.mi imidade.eov/economv Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11100"Aluminum Outswing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites(L.M.I.)", sheets 1 through 10 of 10(inclusive 3.1), prepared by Al Farooq Corp., datgd.0�1/30/13 and revised on 12/11/15, signed and sealed by Javad Ahmad,P.E.,bearing the Miami 11ade Co%l 11toduct..... Control Section Revision stamp with the Notice of Acceptance number and expiraken date by the Miami— Dade County Product Control Section. •""• •• •• '•"" MISSILE IMPACT RATTING:Large and Small Missile Impact Resistant Limitations: .. • .... .. ..... 1. See DP tables for X or XX in sheet 1,Door w/sidelites(w/wo reinforcement)h1.431.Ste Sitlgle .....• sidelite(standalone)DP capacity in sheet 3. 00000' """ . ...... 2. See allowable mulled configuration in sheet 3_1,not to exceed(5)panels w/max 4r�t�tulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3.1.shall not exceed=36-7/8". Set activ;j%Wj 4- •••••• point locking or active panel dead lock w/manual bolts option in sheet 4. • 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 0* .":'. ' 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 NOA No.15-0706.03 MIAMI-DADE COUNTY Expiration Date: July 04,2018 Approval Date: January 21,2016 / Page 1 L MIAMI-DARE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S.W.26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidade.eovtecononty Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 ADVERTISEMENT(continued) 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#13-0219.07 and consists of page 1,this page 2 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. . . .... ...... ••0.1! •• •• •600.0 • 000060 • • • 6666•• 00000 • • • • • 0 • • ••6• •• A 00.00 • • ••00•• 0 • • • • 900000 •006•• • • • • • • • • •6000• •6 • NOA No.15-0706.03 IAMFDADECOIUNW Expiration Date: July 04,2018 Approval Date: January 21,2016 Page 2 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15,signed and scaled by Javad Ahmad,P.E.. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087),signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#E 13-0219.07) C. CALCULATIONS •••• 1. Anchor calculations and structural analysis, complying with fte-*$014, y! ecjtion;••;%• prepared by Al-Farooq Corporation, dated 06/19/15 and 12/1 L/1.l.signed'ait&3ealed....% by Javad Ahmad,P.E. ••••• • 2. Glazing complies with ASTM E1300-09. .••••• •' • : • .... .. .. ..... ...... . . ..... D. QUALITY ASSURANCE .. '••••• .. . ...... 1. Miami-Dade Department of Regulatory and Economic Resouregs{4ER) •; . . . . ...... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for ; "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/2015,expiring on 07/04/2018. 2. Notice of Acceptance No.-14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butocite®PVB Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for"Saflex Clear and Color Glass Interlayers",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation,dated 06/20/15,signed and sealed by Javad Ahmad,P.E. Jorge M.Plasencia,P.E. Poduet Confrol Unit Supervisor NOA No.15-0706.03 Expiration Date: July 04,2018 Approval Date: January 21,2016 E-I Doralum Cornoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100"Aluminum Outswing Doors w/wo Sidelites-Impact,approved on 07/04/13 and expiring on 07/04/18. 1 2. Test proposal, dated 08/21!/12,approved by Jaime D. Gascon,P.E. (Submitted under previous NOA#13-0219.07 . . .... ...... ...... .. .. ...... • Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0703.03 Expiration Date: July 04,2018 Approval Date: January 21,2016 E-2 3VO /s'MAX. 78'MAX DOOR WIDTH DOOR FRAME WIDTH AT)STILES ENO 11' AT 3'O.C. 1%r 4'MAX MAX. 4'MAX ; HM/SILL ORN IRDS A CORNERS A -- SURFACE APPLIED I FALSE MUNTIPIS W _ - MAY BE USED f g ` 1 II gp 8 44 yytt pyG D ttPowDEAD O�-•� dOPDQN I < /LOCK OPTION=__ / S EET 4 x „��T M SEE SHEET 4 1 W I II DOORS/SiDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUtRED. o -vile, � z SERIES 100 ALUMINUM FRENCH DOOR W/ SMELM a �� 81 APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS ACTNE I A� y-y14ACTIVE WITH OR WITHOUT SIDELTTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. i SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES n n m it• m ON SHEET 1. MAX SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. g j Z 28" ro �+ 28' HEAD 'm v SEE TABLE 4 FOR SIDERITE AND SIDERITE MULLION CAPACITY ON OPG. D.L.OPG. SILL TH4. EE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION yj 7/8' 36 7/9' AT AN CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. WIDTH LEAF WIDTH AT 3'O.C. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ELEVATION TYPICAL ELEVATION REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE X ) ( XX ) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVNZ). g WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER DOOR OPTIONS LOADS M THE STRUCTURE. c 3 TABLE 1 TABLE 2 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS P EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU c DOOM<A 'CAPACITY - PSF DOORS LOAD CAPACITY - PSF a SING DOORS(X) DOUBLE(XX) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE y DOOR DIMS. LAMINATED GLASS OR DIMS. LAMINATED GLASS NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD FRAME LEAF EXf.(+) INT.(-) FRAME IDT FRAME EXT.(+) n WIDTH WIDTH WIDTH WIDTH HEK'diT ALL SH1IA5 TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. car^d- 39-5/9'36-7/6' 65.0 80.0 • -7/ o BO.o • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT a' S ffi • • •• • • • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT MEET THE <m„ NCOMPLIANCE WITH EGRESS REQUIREMENTS TO BE%+IEWED�: : : : :•: •• REQUIREMENTS OF THE FLORIDA BUILDING CODE. - g BLDG. OFFICIAL PER FBC.AS APPLICABLE. •• ••• •• • • • •• Q NOTE Engr:JAVAO AHMAD .� •y gl FLUSH BOLTS AND LOCKS MUST BE FlA PChm E 2 OUCTEOfVRM ENGAGED TO HEAD AND SILL DURING ' 'o PERIODS OF HURRICANE WARNINQ ••• 000 • • • N' I i DOOR 11�AF =PRAIQE HEIGHT - 2.250" a 0wo 4uTob. ti NOTE: •• • • •DOTJIi•I.FAF•WI<))Tyt�,(X MOI i,) m FRAME.MOM - 2.750" GLASS CAPACITIES ON THIS EET ARE • •• •6)OQR LEAF WIgiH (XX 400pRS) _ (FRAME WIDTH - 2.250°)/2 ty draw ng no. BASED ON ASTM E1300-09 3 SEC. GUSTS) •• • •0.1-•.•HEIGHT s WPKME WEIGHT - 12.250' AND FLORIDA BUILDING COM ION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625- W13-03 DECLARATORY STATEMENT 5-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20-)/2 sheet 1 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • 1 AT ANDOO )ANCHORS S MULLION ATLES FRAME HEAD 201 1/4- AT 3'O.C. ' { Z � 3 41 3/4" 78• 41 3/4- 41 3/4' I F SIOEUTE WIDTH DOOR FRAME WIDTH SIOELRE WIDTH SIDEUTE WIDTH (4)ANCHORS d£ N a AT SIDELRE MULLION 4•MAX. 3` 3• 3" 6' FRAME HEAD O v HEAD SILL TYP. _ NP. TYP. d x CORNERS F A '-- - cy 0co / \ f Gash =3V` SURFACE�eE u APPLIED J Z ot�ry Q WOfE QE - 24 < n ' -- - ,2 4 ) �, ----ar---- I O as Z v I O W F U � \ 1 tl 1t { o 4 JJY o \ I vm Z ILIACTME��� `INACTNE - O,Od, 16 1 SILL SILL 38 S/8' 38 1/4' 38 1/2` D.L.OPG. A)STIL£HEND OL OPG. O.L.OPO. D.L.OPG. g p (4)ANCHORS AT 3'O.C. (4)ANCHORS HI-PROFILE SIOELITE 0 8 8 AT 0 l N TOCP BOTTOMSDELITE FRAME �At FRAM�TE MULLION TOP&BOTTOM FRAMEFRAME SILL g TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. c m^^ •• ••• • • • • • •• 2.FRENCH DOORS WITHOUT INSECT SCREENS. m o$ N SIDELITE OPTION, ••: : : : : � o m • •• • • • • ••• • O a Engr..IAWV ARMAD queou TWwom o GLASS OLD. DIMS. 4PE7M2 gu13IIVIL �aYc S j 0 H GHT HIG PROF] SIDELRE) FRAME HEIGHT - 14.375' aKM+�RD of( H• LTi0.4YIDyi (LAVs PF1pFl1[ SIpEIJTE) = FRAME WIDTH - 4.50'LRLO.Q"W"�TH SIDLILITE) -AFRIMIE WIDTH - 4.875'4W.08GHTJDOSR� a MANE HEIGHT - 12.250• MMS nsd� drawing no. •• • LO. (X � WIDTH WIDTH XDOORS) (FRAME WIDTH 12 '/2 W13-03 +! sheet 2 of 10 t TABLE S 42 3/4' 42 3/4' DESIGN LARD CAPACITY - PSP FRAME WIDTH FRAME WIDTH L%!� O4'MAX. 4'MAX. FRAME FHAFRAMESTATIONARY PANEL(0) NEAO/SRL HEM/SLL CORNERS r F� Z 3 WIDTH HEIC'I,tT CORNERS INCHES INCHES EXT.(+) MT.(-) 41 3/4 BS.O 80.0 42 82 t/2 64.6 79.5 O 45 50.3 74.2 48 56.5 69.6 6 d 41 3/4 65.0 80.0 42 84 64.6 79.5 H 81- �ryy p�yj 45 60.3 74.2 $tK 48 58.3 69.8 41 3/4 65.0 80.0 %/ 0 Z O 42 so 64.6 79.5 '/• �E �/ Q 45 60.3 74.2 = .69 o 41 3/4 65.0 BOA m W S. 06 42 3/4 64.6 79.5 m a m WO 41 3/4 sa 65.0 80.0 42 3/4 63.5 78.1 81 N z � Ow $ �� 0 G tt' G tt' i j v n n MAXHEAD- MAX. i SILL m a = Z $ 35 1/4' 38 1/4' D.L OPG. 0.4 OPG. i S O HIGH PROFILE SIDEIXrE LOW PROFILE SIDELITE 0 FRAME WIDTH v g g 7)"CAL ELEVATIONS O •• • i •) • • NOTE: •• u e^n • • • • ••• • • ••• GLASS CAPACITIES ON THIS SHEET ARE • • .0: • • • • • BASED ON ASTM EL 300-09 (3 SEC. GUSTS). <m v • •• • • ••• • •• ••• •• • • • •• r, E gr..JAVAD*AHMAD y1� CML PW*OWrkkVt&ED 1 FTA PE 700 CAA 38592 • YOa°Pt!'b8•�ti/1e Plo,(i► c � • s • • • • • • t �.selM u'toy.o3 • • • • • • • s �+Nt�a 04Y io, W13-03 .. sheet 3 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4 39 5/8' 39 5/8' 39 5/8" 39 5/8' 39 5/8- MAX c3 _ MAX SIDELITE SIDEUTE MAX. SIOEUTE MAX. SIDEUTE SIDEUTE MAX. SIDEUTE MAX. �I 3 _ MULLION/SIDELITE DESIGN LOAD CAPACITY- PSF FRAME RW WIDTH - WIDTH �DOME W. W FRAMERW. MM WOW FRAME RW. �TM FRAME W.DOOR �I Smam DOOR SIDELITE TO SIDEIM SIDELITE TO DOOR _ _ FRAME FRAMEWIDTH SIDELITE W/0 RB[NF. WITH REINF. W/O REINF. WITH REINF. Z �` 3 HEICM WIDTH WIDTH � -� WCHES INCHES INCHES EXT.(+)IM.(-)IXT.(+)IM.(-)EM.(+)IM.(-)EXf.(+)IM.(-) \ j �a 24 65.0 80.0 65.0 60.0 BSA 60A 65.0 80.0 C / N ii H Iii Ja 8SA 80.0 68.0 80.0 BSA 80A B5.0 80.0 �i� 36 65A 80.0 85.0 BOA 85A 80A 85.0 80.0 3 W �i 39 5/8'(X) m J J to 82 1/2 76'(XX) 41-3/4 65.0 80.0 65A 80.0 65.0 80.0 65.0 80.0 42 84.8 795 64.6 74.5 64.6 795 64.6 74.5 45 80.3 742 BOA 74.2 80.3 742 80.3 74.2 V 48 565 69.6 565 69.6 565 69.6 56S 69.6 24 65.0 80.0 65.0 80.0 65.0 BOA 65.0 no V 30 65.0 eoo 65.0 eoA 65A BOA 65.0 80.0 (Ox 3 (oxo) (�; (xox) 36 65.0 80.0 65.0 80.0 65.0 BOA 65.0 no ( ) 39 5/8'(X) SIDELRE 76'MAX. SIDELITE 76'MAX. SIDELITE SIDEUTE SIDEUIE 76'MAX. 2 84 41-3/4 65A 80.0 65.0 80.0 65.0 80.0 65.0 80.0 - 78'(700 42 84.8 795 64.8 785 84.6 795_ 84.8 79.5 TM DOOR FRANIE W. WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. a R 45 60.3 742 60.3 74.2 60.3 74.2 80.3 74.2 - 48 565 69.6 56S 69.6 565 69.6 565 69.6 24 BSA 80.0 65.0 80.0 65.0 80.0 65A B0.0 J I / \ J 30 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80A J H J 39 5/8'(X) 36 65A 78.1 65.0 80.0 65.0 80.0 85.0 80A 90 76'()00 41-3/4 65.0 69A 65.0 80.0 65.0 795 65.0 BOA a \ E / \ Q___ 42 64.6 68.6 64.6 795 64.6 78.6 64.6 795 \ / H \ / K \ / \ Z .°^.. 45 6D.3 64.9 60.3 742 60.3 742 60.3 74.2 \ / \ / \ / 0. 24 65A 80.0 68.0 BOA 85.0 80A 65.0 80A 30 65.0 75A 85.0 80.0 65A 74A 85.0 80A -- - _ c� O 96 39 s/6') 36 63.8 63.8 65.0 80.0 65A 689 65.0 80.0 OXx (oxm) SIpEUTE�XX00 �ANCHOR O m 78 (700 41-3/4 562 562 65.0 79.7 65.0 64.7 65.0 no `DO MULLION HAN'TO `OOXX SEE SHEET 1 U h n 42 55.9 55.9 84.8 79.3 64b 645 64.6 795 SIDEUTE 76'MAX SIDEUTE SIDELITE 24 6SA 80.0 65.0 BOA 65A 755 65.0 80.0 WIDTH DOOR FRAME W. WIDTH WIDTH 39 5/8'(X) 30 65A 70.6 65.0 80.0 65A 695 65.0 BDA O v 98 78'()00 36 599 59.9 65.0 80.0 64.6 64.6 MO 80.0 On . 41-3/4 9-. 52.8 65.0 74.E fia7 �.7 65A 6oA INSTRUCTIONS: / \ USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM �Sfi 14� iii \ TABLES 1 OR 2 ON SHEET 1. W / 2. SELECT SIDELITE AND SMITE MULLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING oT F MAX.DESIGN LOAD FROM SHEET 4. OXXOO 8 OOXxO;MAX 5 PANELS NOTE: m' •• ••+ • • • • • •• 3 0� REINFORCING . • •R9NFoaclNx • • • GLASS CAPACITIES ON THIS SHEET ARE 6 AS REOD. • • ••4S OEM . • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 OK SEE CHART O •. Q; ; :E amm •v) •. AND FLORIDA BUILDING COMMISSION <<m •• DECLARATORY STATEMENT DCA05-OEC-219 Enpr.JAVAD ZiM N Cra "WOUC 14"lSFDFLA R CAP}. 38 2 lacode a*Roo 'o • •. ••• a4cepu S-ulOba y1 k • err.ea.Dw 'P 1tns ,g ' SIDELITE WIDTH SIDEUTE WIDTH 76'(XX) . . 4• SIDEL"WUffH • �+'fxx) J r 016 drawing no. DOOR FRAME WIDTH •. � AFF MWIDTH W13-03 SIDELITE TO SMELITE WITH DOORS SMELITE TO DOOR sheet 3.tof 10 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • LOCK OPTIONS: ACTTVE LEAF ACTNE LEAF: HINGES: ro SURFACE MOUNT DEAD BOLT LOCK 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4" 3-1/2"X 7-5/8"X.122'THK. EXTRUDED ALUM HINGE Z 3 AT 44-3/4"FROM BOTTOM.KEY OPERATED ON FROM BOTTOM PART OFD-107 BY SULLIVAN&ASSOC. EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS3 HINGES PER LEAF O�r FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL R (SPACING FROM TOP AND BOTTOM AND AT MIDSPAN D zd (2)810-32 X 2"ON MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON AD (2)88-32 X 1/2"FH MS INTERIOR (SING NOT TO EXCEED 40'D.C.) 6 LEVER TYPE METALLIC HANDLE AT 38-3/4'FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH#10 X 1'FH SMS Q 4 0 BOTTOM,FASTENED TO ACTIVE LEAF LOCK STILE (2) 88-32 X 2"OH MS (5)SCREWS AT HINGE STILE N fy3 WITH (2)ee-32 X 1-1/4"PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (6)SCREWS AT FRAME JAMB AND(2)88-32 X 1/2"FH MS (2)812-24 X 1/4'FH MS CONCEALED FLUSH BOLTS BY'REGENT' 0c,j MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF: °0 LOCATED AT 11-1/2'AND 87-1/2"FROM BOTTOM ¢¢ FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' 6 C O 0e-32 X 1/2'FH MS(2)SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON E INSIDE FACE OF STILE LOCATED AT INACTIVE LFAs 11-1/2-AND 87-1/2^FROM BOTTOM Q FASTENED TO LOCK STILE WITH _ CONCEALED FLUSH BOLTS BY'REGENT' T Z MANUALLY OPERATED LEERS MOUNTED ON 88-32 X 1/2'FH TC MS(2)SCREWS PER BOLT INSIDE FACE OF LEAF STILE LOCATED AT 11-1/2"AND 87-1/2"FROM BOTTOM 0 FASTENED TO LOCK STILE WITH 88-32 X 1/2'FH MS(2)PER BOLT { 39 5/8/8" 76' 39 5/8" 76' 1 I— �— / I / \ ciz / I /I�\ OZ s' FQ LjOf 40 ACflVE AMMINACTIVE ACTA�E ; ACTNE ; WACINE 50� 3/16'HEAT STREN'0 GLASS 3/16"HEAT STREN'D CUSS 3/16'HEAT SIREN-D CLASS c$ @ 090"Interlayer 090'Interloyer 090"Interlayer Soflex Clow And Color Gloss DuPont Butocite PVB DuPont Sentq*n c By'Eastman Chemical Co.' By'Kuroray Americo.Inc By'Kuraroy Arnarica.Inc.' v a$ 3/1V HEAT STREN'0 GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS § MUCONE SILICONE SILICONE n n GE 2800 GE 2800 GE 2800 c m^ SILICONE • ••l0.1Cl14E• • • • SILICONE moo $? z CE 2800 i • �?800• • 4fg • GE 2800 2E al • • •• • •g • Z a m a tat e. •• • • • • • • Is0 Airr r r 13 20 Engn J VAD At W ►KFIDUCT kwvo= I t I i L i 4AT CMLidlolIj FLCAKL PE 70392 gWWAGftN0 IsIsIsLtpintiar.Drr• • 1/4 POINTS ON LITESGLASS TYPE 'GI' W§S Tj$ G2' 0 •• �jAS5 OE 'G3' DER THAN 38"ONLY droW ng fw. GLAZING DETAIL AT SIDELITE W1 3-03 GLAZING OPTIONS sheet 4 of 10 ••• • • • • ••• • • • • • • • • • • Is • EDGE DIST. 1BY OR 25Y (� TYPICAL ANCHORS WOOD BUCKSEE /�11+ EDGE DIST. FOR SPACING `• a SEE NO SNEET 1 2 METAL g of 1/2'MIN. a. CON EtB.. • I i�� THROW BOLT -s.. N {. ., d• EOG£ EDGE 01ST. JSTRUCTURE Z • PENETRATION CO CRETE Q N k � V gVa UW Jg V O z O W � � a 1Z 23 -,� — I.] I a� m g r+ •p s Qt`D ® ff.. 0TYPICAL ANCHORSTYPICAL ANCHORS TYPKJU.ANCFIORS SEE 5 ELEVATIONS i i 22 SEE ELEVATIONS SEE ELEVATIONS g p Q i 1 q I1 18 FDR SPACING FOR SPACING FOR SPACING �'__________________i� „ ♦tll 1 MIAMI-OAOE COUNTY APPROVED 1 Q GlPPED MUWON 4 d' O �i SEE SEPARATE.N 1; a 61 4z 1 aalRo WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM c O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. d $ ' TYPICAL ANCHORS 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING SEE ELEVATIONS i 1/4' DIA ULTRACON BY 'ElCO' (Fu=17FOR SPACING7 KS,ryb155 K5p g O w INTO WOOD STRUCTURES g F81 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) g O THRU iBY OR 2BY WOOD BUCKS INTO CONC. OR MASONRY 12 m 1 0 c Rµ'• 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) O rl Yi _ W, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 M W DIRECTLY INTO CONC. OR MASONRY $ 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0zz g Al 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 119--o 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/87 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) 4 ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) a_ r r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) °figg�gg II it B 1 11 1 TYPICAL EDGE DISTANCE a 1 m INTO CONCRETE AND MASONRY - 2-1/2" MIN. m 11 INTO WOOD STRUCTURE - 1" MIN. O ii4i INTO METAL STRUCTURE = 3/4" MIN. p n n n i •• 000 • • • • • •• WOOD AT HEAD OR JAMBS SG =0.55 MIN.22 I I 1 • • • • • • • • • 'tl"S. 5 i i i • •• • • • • • CONCRETE AT HEAD,SILL OR JAMBS f e - 3000 PSI MK o a m u e •fg5 •• • • • • ••• • C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym -2000 PSI MIN. 1 1 ••• ,Ti79•• •• • • • •• n ANCHORS MAY BE HEX OR FLAT HEAD. Engr.JAVAO AHMAD "W0WrkKVWU t CML PI M"WpMwtwitY at r b c WEEP SLOTS _- CAX 70592 code•v .• • ••• • • • �eKplatee Nt C-O gg �' OPTIONAL • v''CONCR�TE:.'..s'. • • • • • • • • I �tptnNtw ZGE D-Wvs9 8 GE INST. 1 TYPICAL ANCHM• • . A' SEE ELEVATIONS • •• •• • • • • N_." drawing no. THROWw BOIL FOR SPACING•• • • 000 ••• • PENETRATION DOOR DETAILS W13-03 DP�ABLE PANEL Sheet 5 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAK3/8'MAX. 1BY OR 28Y SHIN © 2 © LOAD BEARING SEE SHEET 1 yt5 J iYPICAL�CH0.EV.V .'CONCRm LOCK a FOR SPACING Ate 'LEAF lAi F-7 I A �! 1/4' r A 22 10 4 �SEE EMV. ryaL pp !Ol '• TYPICAL.ANCHORS 5 g'g a �W FOR SPACING C l a g t{ �X a�mZ� 17 EXTERIOR Z t t 7 D.L OPG. a Qi METAL O STRUCTURE 36 7/8'MAX. LOCK OPTIONS a a LEAF 1YIDTH SEE SHEET 4 39 5/8'MAK v DOOR FRAME WIDTH LS Z / �3 8'MAXMAK LOAD BEARING 3/8'MAK O SHIM z lox LoaD HIM (' E MOOD STRUCTU O sH9A..: �.;• z LOCK OPTIONS SEE NOTE 1 0 M1 • SEE SHEET 4 TY-M&ANCHORS'"•.•: 3 m SEE ELEV.. L VE LEAF INACTIVE LEAFFOR SPACM, 22 10 22 I jn 18 e p.1/4'. COCK $�� :. 17 TYPICAL ANCHORS t?g s c • 7 O.L OPG. 8 22 8 D.L.OPG. PoR SPACING m g 1, 36 7/8'MAK LEAF WIDTH EXTERIOR m •• ••• • • • • • •• ?oo . • .. • . • . • 78'MAX. • .. . . . . .•. . DOOR FRAME WIDTH •• 000 •• • • • .. n E.V. WJMD flWDUCF kIcVQW .1 FIA.PE!7lD92 dstoot*I.wkkRepbrw r • •.• •.• • Off'3sz8 Coo .§ • • • • .0. • • .0. Nw S-Olob.o2 • • • • • • • • �� yo1 .. . . eats • •• •• • • • • N � Browing rto. 00 DOOR DETAILS � W13-03 sheet 8 u1 10 ••• • • • • ••• • • • • • • • • • • • • • .• •• • . • •• •• TYPICAL ANCHORS 1BY OR 2BY _ SEE ELEVATIONS .E GE DIST. WOOD BUCK EDGE DIST. .>.:• a.. SEE NOTE SHEET 1 FOR SPACINGICONGRETF,'i ro �CONCRETE ' •.. ' y.. A g a� 14 n n 13 is C c ° T10 X 1/2` tl iHREAO CUTTING 1 MACHINE FROM Q EACH END ° h AT MIDSPAN C 28 p TYP.HEAD/SILL . yl 3/8'MAX. LOAD BEARING i3 I6A SHIM�..,` O O 1/4'MqK 2 13 Z sruu-..,•- 9 2 F q WITH METAL.' o ; Ea � (ail W , a - •, �p �� � V n M^, S o o [>P~!1 P 1/4` ---- ---------_ 13 ahb -•• L__ _ _-_ -rr Aj QC) '-0 f8P EXTERIOR 13 38 7/8' _ 0-L OPG. MAX LEAF WIDTH 39 5/8`(X DOOR) $'° tl ' SIDELRE vim 76`(XX DOOR) c�R 4 ' MAX.DOOR FRAME WIDTH c q� p FRAME WIDTH ° a 14 tl TYPICAL ANCHORS SEE ELEV. p FOR SPACING 18 22 nLl •• • • • • •• P o� tl 1 • • • s ^i 00 O G 8 i Engr.JAVAD A41" rHODUCT NRVIYFD i HI PROFILE v H LOW PROFILEM a a eeeplybe wl!►Ae 61erw .� SIDEUTE 5IOELHE F dl �P6 2 No • o • ••• ,:CONCRETE � dlk EDGE DIST. TYPICAL ANCHORS• •< EDGE ISISf. ••q •1•fPICAL•ANCHORS FOUR ELEVATIONS ANC I SIDELITE DETAILS W13-03 I s,oEuiE sheet 7 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • mm/ PART/ R6QD. DESCRIP170N MATERIAL MMF./SUPPLIER/REMARKS 1 T-51493 1/DOOR FRAME HEAD 6053-TB - 0 2 T-51494 2/WOR FRAME JAMB 6063-T6 - e� 3 T-51503 1/LEAF DOOR TOP RAIL 6061-76 - Z g: 3 4 T-51492 1/LEAF WOR BOTTOM RAIL 6061-T6 - "� 5 T-11502 2/LEAF WEATHERSTRIP ADAPTER i 6063-TG - €� Al 8 1 SW-28898 1/WOR I THRESHOLD 6063-T6 - g" 7 7 T-51520 1/LEAF HINGE STILE 6063-T6 - ' 8 T-51496 1/LEAF LOCK STILE W63-TB - C 9 T-11500 AS REDD. SIDELTTE SLIP ON JAMB 6063-TG m 10 T-11501 1/CORNER ASSEMBLY SWENER 6063-T6 - 11 FD-107 3/LEAF BUTT HINGES(.122'THK.) ALUMINUM SULLIVAN&Assoc. Z M gQ 13 T-11499 AS REOD. S06M GLAZING BEAD 6063-T6 - 9 d C bj 14 T-51504 AS REOD. SIDEUTE BASE ADAPTER 6063-T5 - 0 y yjY 15 - AS REDD. SIDEUTE REINF.CHANNEL 3003-H14 - Z L7 j 18 T-11496 AS REDD. SCREW CAP(OPTIONAL) 6063-T5 - LL, _N 16A - AS REDD. SCREW CAP(OPTIONAL) 6D63-75 - a 17 - 2/LEAF 3/8'X 16 THREADED ROD STEEL - O 16 - 2/LEAF 3/8'X 16 NUT - 19 - AS REDD. PVC INSERT - J 20 - AS REDD. ULTIIAFA6 22 PW-101 AS REDD. BULB WEATHERSTRIPPING NNYL - y 23 PB-8440 AS REOD. PILE WITH INTEGRAL FIN W STRIPP94G - SGIUGEL 3 24 5025 AS READ. RUSH WITS DELTA IND. \ Z 25 cP-8111 - ENTRY LOCKSET KWIKSET O W 26 j8 X 1' 4/CORNER ASSEMBLY SCREWS,FH SELF DRWNG AT ALL FRAME JOINTS 27 08 X 2-1/2' 3/CORNER ASSEMBLY SCREWS,PH SMS - 0 0 D: 28 gB X 1-1/2• 2/CORNER SIDELTLE ASSEMBLY SCREWS,FH SELF DRILLING - &W Imo A - BL AS REDD. SETTING ACKS EPDM DUROMETER BOtS SHORf A U n M a SEALANTS: ,, S a g FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. �.ai RW rVAMCT kgVg L E^w.JAADAHMAI) •1ca'pb4gftwK!6w na1Ma R n Ba%WA*CWtFLA.PEJ 1 .- • ••• •e• • • • YOMAstapaaa Na Ll—- �ob-.-off o h •• • • • • • • • • ♦` ••• :• �• s•• i•• ••• �„ droving no. W13-03 BI,e6t s ar�o • •• •• • • • •• •• ••• • • • ••• • • I1�--4'0°0 .078 �[--1.590624-i 1.445 _ 0 37$ y 1-5m .375 .838 .748 '� + Z 3 �� �[ O J I .045 r 0.312 09 IL IL 1.963-�1 Q WEATHERSTRIP ADAPTER 16 SCREW CAP I( W--2.725 a O FRAME HEAD �j 1.252 2.162 2.250 .836 I .045JF �� ® n C 1.963 ® a (Qp rL s EE Pa egg 076 13 SIDE LITE GLAZING BEAD N Tp j n 4.000 5.638 .078 4.895 a 3.375 r. � .078 g .J. 1.750 -.8675 p 1 1.500 [ Eo � io FRAME JAMB L-4.000 t st3-! Z� Usowt.7so l O7 HINGE STILE ,4 SIDEUTE BASE ADAPTER g i �0s -4224 le ALUMINUM HINGE U M .078 r.250 4.000 1.750 Z 3,�0 2.139 1.125 1 L S .078-1 �t.540�•i �� II Ik--4.816 -�I A76 4.906 O TOP RAIL UO LOCK STILE 10 ASSEMBLY STIFFENER 1.445 .078 -T U. 2.408 1.656 1.125 .078 •• •• • • • •• -4.1`ff • • • • • S N • • • • • • • o<m u S soo 6.000 O SIDE UTE J WB•i i i i i•i •05.768 .125 vuo•ocr IWYtb�D c • • • • sWiay Codt�8►1le Fle�M► n_ _ .055 3.750 r.JAWO MdW •� 2.777 cm WnWApN•S-6'f�7 fe. 3 R out RA.PE q 70592 EtPiraf(owY • • •• �37♦ �•• •• �• I CAN.3536 I •500 • • ,•�. • • • • -YI. 7 � •.: F•*-1.750 �' .Q62 • •• • • • • • drawing no. •• • • • ••• • W13-03 a.o°o O BOTTOM RAIL QQ THRESHOLD SIDEUTE BASE GLAZING BEAD SIDEUTE ALUM REINF. sheet 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • ••• • • LV � M �• M 08 O Ae 04 e DOOR FRAME TOP CORNER ra SIDEUTE TOP & BOTTOM CORNER SIDEUTE SUP ON JAMB CORNER } 0. Qo 18 � UrNMI z o o 27 ,7 WF Us' • •• • • • • ••• • Cwt Enqr.JAVAD A,WaD -I-ON IS�ro7�01ool � u FIA.PEE 7=2 u,'� o CAN 3M DOOR FRAME BOTTOM CORPTFIt • • • . • • • • 6 0 •• •• • • • • Browing no. •• • • ••• ••• • W13-03 LEAF TOP & BOTTOM CORNER sheet 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• _ MIAMiiiDADE _ nilAW-DADECOt _ ..- o PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I52599 NOTICE OF ACCEPTANCE (NOA) vnvw.n►lamidade.gov/economy ES Windows,LLC 10.653 N.E.Qivaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTIOWSeries 111500"Aluminum Flxed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Bsir�itnquilla, Colombia, America Latina, series, and following statement: "Miami-Dade .Coulaty Protlwpt•control••••• Approved",unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has beep*ftVand thf ft* beet•••'• no change in the applicable building code negatively affecting the performance of this DMduct. :....: .. . TERMINATION of this NOA will occur after the expiration date or if there has' WAW revisr0%8;illarlge.... in the materials,use,and/or manufacture of the product or process..Misuse of this N06 as anoendorsemen4.:..' of any product,for sales, advertising or any other purposes shall automatically teAtrilt o* this NOA7.f ailure••• • to comply with any section of this NOA shalt be cause for termination and removai;8f MA. •. ADVERTISEMENT: The NOA number preceded by the words Miami-D ie County,:*PlVrWF ani e•••, followed by the expiration date may be displayed in advertising literature. If r1yeSorlion of4boNOA ig•..•; displayed,then it shall be done in its entirety. •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0617.26 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0923.08 MIAM!I�AbE COUNTY Expiration Date: November 06,2018 t% Approval Date: February 12,2015 Page I I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "SePies---1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5339,dated 02/11/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 08-0417.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum faced window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. PTL-5054,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. see (Submitted under VOA No. 06-0308.05) so**• 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--9�1•.' • . 2)Uniform Static Air Pressure Test,LoadingVMtRBC TAS-101-94 .... • 3)Water Resistance Test,per FBC,TAS 202'94* :....: 4)Large Missile Impact Test per FBC,TAS 2dt:14 •; •�; 5)Cyclic Wind Pressure Loading per FBC,TAS=-94. ..:..' along with marked—up drawings and installation diagram•4fi 4n* alu nirium fixW•••• window,prepared by Fenestration Testing Laboratory, Inc.,'*%T Rdports No' •, FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03,;06/0$/03 ;ad•U/14/03"' respectively,all signed and sealed by Joseph C. Chan,P.E. `••••• (Submitted under NOA No. 03-0910.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NIDA No.1,170923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010, and with FBC 5"'Edition(2014),prepared by Al Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE y 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.T.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5t" Edition (2014), and of no financial interest,dated 08/14/14,signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance to, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially tinder previous NOA No. 12-0223.41) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially trader previous NOA No. 12-0223.41) •••• 4. Laboratory compliance letter for Test Report No. FT"236, issued by4Fctac§tratiox6..4. Testing Laboratory,Inc.,dated 06/15/10,signed and sealed by ferge A.Cgtisp,f E. • (Submitted underprevious p NDA No. 12-0223.41) 940:60 9999 9999.. 5. Proposal No. 09-1583 issued by Product Control, dated 11/211.0.:signed�y Jgime 4.000 4 ; Gascon,P.E. 90 9 9 0.0.:.. .4964 (Submitted under previous NOA No. 08-0417.06) •••••• 00000 6. Laboratory compliance letter for Test Report No. FTL-5339,is'�tied by'Fenestratid8••;• Testing Laboratory, Inc., dated 02/11/08, signed and sealed;fly-liichael R. Wenz els P.E. 4...4. (Stibmitted under previous NOA No.08-0417.06) .. 9999 7. Laboratory compliance letter for Test Report No. FTL--5054, issued by Fenestration Testing Laboratory, Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Sttbtnitted under previous NDA No.06-0308.05) s - •Jaime D.Gascon,P.E. Product Control Section Supervisor MGA No.14--0923.08 Expiration Date: November 06,2018 Approval Date: February 12,201.5 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE'IMENTS(CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03,all signed and sealed by Joseph C. Chan, P.E. (Subinitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500," Aluminum Fixed Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. •06.00 •9 •• •0009• • •00.0• • • • • • • •0090• 0000 • •99• •• •• •0.9• • f •990•• • • •••9• • • 0000•• • •00.0• • • •0.00• • • • •0000• Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Dater November 06,2018 Approval Date: February 12,2015 E-3 6-MAX. 12'MAX. ' FROM ENDSA HEAD/SILL (SIMiFACE APPLIED) ea — W1Y BE USEO O ; I oa 11 n II 11 �O 6 �II it � A 1 II J •a� --=-=�r=7P=n----- LL uf.s m d I WINDOW WINDOW WIDTH WIDTFI —=-1i'=====.r__== �J 4 u _ s I I �! :j�mS L J 44 3/e' WINDOW WIDTH WIINDOW WIDTH,I O.L� ro ^M YANDOW WIDTH z Z m I I TYPICAL ELEVATION 11 Vi �i Wto SERIES-1500 ALUMINUM FDCED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ypNOp�y WIDTH yr TM �W1No0—W W—I6T-H�j COMBINATIONS OF FDZQ/FlXED OR RXED PATH OTHER I I MIAMI-DARE COUNTY APPR'D WINDOW$ USING MWMI-OADE COUNTY c $ , APPROVED MUU IONS IN BETWEEN. o P I F I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL PROTy{fL7RSVISFD c WILL APPLY TO ENTIRE SYSTEM. euma�lpil�wi>hlh°>' ° g„ J DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS G000 Zp� L J SHOWN ON SHEET 3.00 000 0 c• �ROOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE e S e • • • • • • • • QUIREMENTS Of THE FLORA BUILDING CODE INCLUDING HIGH VELOCITY WINDOW m TH WINDOW NOT" 1�NODYYrq�TH • • • THESE WINDOWS ARE RATED FOR TARGE&SMALL MISSILE RdPACT. °c m o 0 11_ _I H GwE LONE{HVHZ). �• •• • ••• SHUTTERS ARE NOT:REQUIRED. • • • • • • • YIgQp�1CKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER i-'- 1 r- T9• ••7- r- • • L TO THE STRUCTURE. Y En9r,aAVM AwaAD �I I ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. d8E T�2 $ � 3 3 iNCF10PoN0 OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE g � • • • • • • •NW'F*WOF THIS APPROVAL. $ • • • •&LOA:ONION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AILOWkBLE LOADS TOR ALTERNATE SHAPES AS SH OR•SIM0.oP•CA�BE •j&7EFt j%CLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT drawing no.VERIFIEDBYINSCR�INGPICTUREWINDOWSHAPO IE. M TARE OR RIiCTANOIO4S •SME INTO CONTACT WITH OTHER DISSIMILAR MATERULLS SHALL MEET THE 2014 W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOW LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG.CODE. Ch eet 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 1/8'ANN.MASS SILICONE SILICONE .090'INTERLAYER DOW CORNING 795/983 DOW CORNING 795/983 BUTACITE PVB BY'DUPONT' 1/8'AMC GLASSSILJC NE DOW CO m i55 ZZ33 '+ ornv c�twlNc les p p c�i .^ FOAM TA F9�] 6 FOAM TAPE o 0 o OPTI 5 5 V n 5/18" LAM. GLASS 7/18" LADI. GLASS- v ALT. GLAZING OPTIONS IOU 5 SQUARE GLAZING STOP CAN BE USED WITH ALL LL_In GLASS TYPES SHOWN ON THIS SHEET. GLASS TYPE 'A' t � 3/16'ANN.GLASS 3/16'ANN.GLASS J .090'INTERLAYER .090"INTERLAYER § i SENTRYGLAS BY'LWPONT' BUfACLTE PVB BY'DUPONT' ^ 3/16'ANN.MASS 3/18'ANN.GLASS NYS2 U a ,t SILICONE SILICONE J OD DOW CORNING 795 �.t DOW CORNING 795 � J i? ADHESNE m ADHESIVE M Q m +t� FOAM TAPE u t FOAM TAPE a N t. OPTIO tit 0 tit 13 M.� pit I ,t it j m C F a9 5 5 GLASS TYPE 'B' GLASS TYPE 'BI' Q 3/18'HEAT STREWD.MASS 3/16'FEAT STREWD.GLASS 5/32'HEAT STREN'O.GLASS f .090'INTERLAYER .090'INTERLAYER 090'INTERLAYER $ SENTRYGLAS BY'DU�NT' M1TACITE PV8 BY'DUPONT' BUTACRE PVB BY'OUPONT' PR06UMMIM ~ ttatamp171n6w10gm," 4 3/16'HEAT STREN'D.GLASS 3/16'HEAT SM WD.GLASS Butlding Cbde GI!'2?� p T/4'HEAT STREN'0.GLASS SILICONESILICONE 0 a 8 ffi (+t DOW�IBRNG 795 • ••• • • •• 110RNR1C 78S �,t BOW CORNING 795 W z AOFESNE • z • • ••MDHESRE �Zfi ADHEWE idtmnl ihde Ytodvct Contml mo i It FOAM TAPE •� • • ROAM TAFE FOAM TAPE ._ t7 t • • • •• r 4 2 g3 N � N r it Engr.JAYAD AHMAD n , 3 FLA.PES/70392 e p t Ity ! I r it CAN.3836 g • • • • • • • o •• • • 5 • • • • • • 60$ drevMn9 no. 5 • •• • • • • s GLASS TYPE 'C' •• GLASS TYPE 'CI' ••• • GLASS TYPE TV S 2014 W03-57 aFFeet Q of 7 Or • • • • • • • • • • • • • • • • • •• •• ••• ••• •• •• DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PEP a ANCHOR TYPES'A'&'C' ANCHOR TYPES'11'&'C' ANCHOR TYPES'A'&'C' ANCHOR TYPES'B'&'C' /A n MASS TYPE GLASS TYPES CIA13 TYPES GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES CLASS TYPE GLASS TYPES GLASS TYPES •Y � WINDOW DIMS. 'A' '11'&'111' C,'Cl &'C2 'A 1B'&'BL' C'.'CI'&'CB' WINDOW DIMS. 'A' 'R'&1111' 'C'.'CI'&'CB' 'A' 'B'&$1' V.'CI'&'C2' .� MOTH HEIGHT EXL(+) 1NT.(-) EXT.(+) 1NTj-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXL(+) INT.(-) EXT.(+) ANY.(-) wom HEIGHT EXT.(+) TNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) IXf.(+) TNT.(-) Q ...� 18' 70.0 70.0 70.0 904 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 704 SOA 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 ALO 70.0 90.0 70.0 80.0 24• 1�" - 70.0 72.0 70.0 72.0 - - 70.0 904 70.0 SOA y 30• 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 MO 70.0 80.0 30" - - - - 57.6 574 - - - - 70.0 80.0 38` 36" 48.0 4SA 48.0 48A 48A 46.0 70.0 7" 70.0 90.0 704 804 38' - - - - 48.0 48.0 - - - - 70.0 80.0 4Y. 4Y 484 484 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 86.2 56.2 70.0 90.0 70.0 80.0 582 56.2 70.0 80.0 70.0 ROA ^�i 48' 4&0 48.0 48.0 48.0 484 48.0 70A 70.0 70.0 90.0 70.0 SOA 24' 1�" - - 70.0 72.0 70.0 72.0 - - 704 90.0 70.0 60.0 8? n 54' 4&0 48.0 48A 4" 48.0 480 70.0 MA 70.0 ODA 704 80.0 30" - - - - 57.6 57.8 - - - _ 70A gg g «`777� 60' 48A 48.0 48A 48.0 484 48A 67.3. 67.3 70.0 90.0 704 BOA 36' - - - - 48.0• 48A - - - - 70.0 mo Jec 18' 70.0 70.0 70.0 90.0 70.0 pA 704 7" 704 90.0 70.0 80.0 DESIGN LOAD CAPACITY-PSF 24" 70.0 70.0 70.0 724 70.0 n.0 70.0 70.0 70.0 904 70.0 80.0 ANCHOR TYPES'A'&'C' ANCHOR TYPES'8'&'C' 30' 48M 57.6 57.6 57.6 57.6 57.0 70.0 70.0 704 90.0 70.0 80A GLASS TYPE GLASS TYPES cuss TYPES GLASS TYLE GLASS TYPES GLASS TYPES �•2� 38' 48A 48A 48.0 48.0 48.0 484 70.0 70.0 70.0 90.0 70A 80.0 qg" --- WINDOW DIMS. 'A' '1F&'81' 'C','Cl'&'CE' 'A' $'&'Bl' V.'Cl'&'CE' 42" 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 SOA 70A 80.0 WIDTH HMHT pQ,(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EXr.(+) 1-(-) EXT.(+) 1NT.(-) EXT.(+) 1NT4-) 48' - - 36.0 36A 36.0 36.0 - - 70.0 90.0 70.0 80.0 lg_i/g• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 ROM 0 54' - Li - 38A 36A 36.0 36.0 - - 70A 80.0 70A 80.0 26_1/2` 70.0 70.0 70.0 =4 70.0 80.0 70.0 704 70.0 90.0 70.0 80M Cn 36.0 36.0 36.0 38.0 - - 70.0 90.0 704 �A 37' 28' 66.5 665 66.5 665 668 668 70.0 70.0 70.0 50.0 70.0 BOA L: 18' 70.0 704 70.0 90.0 70.0 80.0 70.0 70.0 70.0 SU 70.0 80.0 48' 665 668 688 66.5 66.5 66S 70.0 704 70.0 90.0 70.0 HOA 24' 70.0 70A 70.0 72.0 70.0 nA 70.0 70.0 70.0 90.0 704 80.0 53-1/8• 66,5 685 688 668 -5 668 70.0 70.0 70.0 90.0 70.0 80.0 30' 57.6 57A 57.6 57.6 57.6 57.6 70.0 704 70.0 90.0 70.0 80A 19-1/8' 70,0 70A 70.0 804 70.0 80.0 70A 704 70.0 90.0 70.0 SOA z 38' 48.0 48.0 48.0 48.0 46.0 48.0 67.3 87.3 70.0 904 70A 80.0 60• 26-1/2' 652 652 65.2 652 652 652 1 70.0 70.0 70.0 90.0 70.0 SGA 42" - - 41.1 41.1 41.1 41.1 - - 704 90.0 70.0 80.0 JY .2 a� 38-3/S• 4&7 4&7 46.7 46.7 46.7 46.7 6&1 68.1 70.0 90.0 70.0 iMi 05 4 46' - - 38.0 384 38.0 38.0 - - 70.0 90.0 704 80.0 48' 45.0 450 454 454 45.0 45.0 &'i.7 65.7 70.0 90.0 70.0 50.0 7F 54" - - - - 32.0 32.0 - - - - 822 71.1 53_1/8" 45M 45.0 45.0 45A 45.0 45.0 65.7 65.7 70.0 90.0 70.0 a" z N Q CD cm 80' - - - - 288 28.8 - - - '- SBA 84A3 N 19-1/8' 70.0 70.0 70.0 90.0 70.0 $0.0 70A 70.0 70.0 90A 70A 80.0 '- 16" 70.0 70.0 70.0 904 7OA 60.0 70.0 70.0 70.0 90.0 70A 90.0 26_1/2' 6& 2 65.2 2 65 652 652 652 70.0 70.0 70.0 80.0 70.0 SOA � a 24' 70.0 70.0 70.0 n.0 70.0 72A 70.0 70.0 70.0 90.0 70.0 80.0 o z m 3Y 50-5/8' 4&7 4&7 4&7 46.7 46.7 46.7 S&I 6&1 70.0 90.0 70.0 Bob 3 JO' 57.8 57.8 87.6 3T.6 57.6 57S 642 642 70A 90.0 70A 80.0 38A 38A 36.0 1 J8.0 - - 70A 90.0 70.0 80.0 t Z_- 36' n" - 48A 48.0 4&0 48.0 - - 70.0 60.0 70.0 iO 5S_t�• _ - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 73A • NJ N 42' - - - - 41.1 41.1 - - - - 70.0 BOA 19_1/g• 70.0 70.0 70A 904 70.0 50.0 70.0 70.0 70.0 ODA 70.0 SOA LJ N 48• _ _ _ _ 36A 36.0 - - - - 70.0 80.0 26-1/r6&2 652 65.2 652 652 652 70A 70.0 70.0 90.0 70.0 80.0 0 34' - - - - 32.0 32.0 - - - - 623 71.1 37` 511' 46.7 46.7 48.7 46.7 46.7 46.7 88.1 68.1 70.0 90.0 704 SO4 60" - - - - 28.8 28.8 - - - - SSA 64.0 48` - - 3&0 3" 36.0 36M - - 70.0 80.0 70.0 80.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70M 70.0 70.0 90.0 70.0 80.0 53-1/8• _ _ - - 325 325 - - - - 633 72.3 a b 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 ig_1/8• 70,0 70.0 70.0 904 70.0 SOA 70.0 70.0 70.0 90.0 70.0 80.0 �+ 30• - - 57.6 57.6 57.6 57.6 - - 704 90.0 70.0 80.0 i s 84' 26-1/2` 65.2 652 652 652 652 652 7" 70A 70.0 90.0 70.0 SOA c JB' - - - - 48.0 49.1 - - - - 70.0 �.0 37' 63' - - 46.7 46.7 46.7 48.7 - - 70.0 90.0 70.0 $0.0 42' - - - - 41.1 41.1 - - - - 70.0 80.0 48' - - - - JBA 30.0 - - - - 70A -SDA a 48' - - - - 36.0 364 - - - - 70A SOA 53-1/8. _ _ _ - 328 328 - - - - 632 72.3 m is, 704 704 70A 90.0 70.0 80.0 704 70.0 70.0 90.0 70.0 80.0 19-t/8' 70.0 70.0 70.0 904 70.0 ROA 70.0 70.0 70.0 90.0 70.0 80.0 24• 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2' M2 652 652 652 652 M2 70.0 70.0 70.0 90.0 7" 80.0 30• - - 57.6 d7657.6 57.6 - - 70A 90.0 704 80.0 38' �- - - - 48.0 0 - 37' 74-t/4' - - 46.7 48.7 46.7 46.7 - - 70.0 904 70.0 BOA c 119 14 i •- • -•• 70A 80A 48' - - - - JBA 36.0 - - - - 70A 80.0 42' - _ _ •11.1 41.10 •-• •- • •_ _ 70.0 SDA g• g 4S' - - - 9J8.0 0 - &j-1/g' - - - - 325 328 - - - - 83.2 - • •^•• '• 70A 80.0 w � Ia` 70.0 70.0 70.0 704• 50.0• 0040 90.0• 4 70.0 a" L 24' - - MA W� 9 - - A 804 704 lAA En9r.JAVADJO' 911' - - 57.8 57.8 STS - - 704 904 70A 800 FUL fXVIL7059236' - - - 4&0 48A - - - - 704 80A �ILCI'RBVISb I 42' - _ _ _ 41.1• 61.1 N• - • - 4 80.0 de ii 3 !%fi WR61�PIodd. �' . . . . I4o Z3. NOTE: •• }}• • i• •• • •• • • �P ZO'� drawing no. GLASS CAPACITIES ON THjS•S•HEE ME • ••• ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS). WIDTH AND LENGTH MMENSIONS CAN BE ORIENTED ndeYYacHlctCoatmt W03-57 VERRCALLY CR HORIZONTALLY AS SHOWN ABOVE aLleef 3 of ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, SEE El". MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a , FOR 78Y AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD soca( Z XEdR OMETAL TYPICAL ANCHORS: SEE ELEV. FOR SPACING UCTURE TYPE 'A'- 3/16" DIA. ULTRACON BY'ELCO'(FU-177 KSI.Fy-155 Kso INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Cd 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY Q r 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tv7 'a DIRECTLY INTO CONIC. OR MASONRY gOPTIONAL 6 Ca o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0°Tpg 3 TYPICAL ANCHORS TYPICAL ANCHORS 3/16"TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Q SEE �SPACING SPA foR SPAING INTO METAL STRUCTURES ==7 CMG STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) g ALUMINUM : 1/8"THK. MIN. (6063-5 MIN.) 7SEE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N ANCHORSu TYPE '8'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES1-1/2" MIN. PENETRATION INTO WOOD 4. THRU iBY BUCKS INTO CONC. OR MASONRY1-1/4" MIN. EMBED WTO CONC. OR MASONRY aiz DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY0 ANCHORS X114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p^np� FOR S INTO METAL STRUCTURES z € ALUMINUM UM2 1//8`IITHK. FMIN. (6063-T51NMIN.) �} Oj 04 W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 15 yj c TYPE 'C'-$10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/8' MIN. + INTO WOOD STRUCTURE 1" MIN. c 8 INTO METAL STRUCTURE 1/2" MIN. 0 TYPICAL ANCHORS WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MW. 5 SEE ELEV' CONCRETE AT HEAD, SILL OR JAMBS f e -3000 PSI MIN. FOR C-90 HOLLOW/FILLED BLS(AT JAMBS t'm - 2000 PS MIN. _ 3 •• 151 • • SEALANT: $1f0� � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c© 4 • • • • • •• WHITE/ALUM COLOR SILKO41E. • • • • • ••• • • • • Engr.JAM AHMAOOpa v FTA E f 70592 0 '.• '. '. .''O • .. • :•M1'.•`•• / .. PRODUCTRBVISIID �..y1 . 'n e • .••• • vr_•.'• • ava tay0y6tgwp6 diePtmtd9 •` '.a \ +•e • • ^ • o • t. Oandlag Lbck 8 5 ¢ 0•.. : 'a iELq� Ed • • i". ". p:" '8$ drawing no. SPK • •• Attend adevral9acoavol - S 20# W03-57 eheet 4 of 7 • • • • • • • • • • ••• • • • ••• • LTEM PART# I QUANTITY DESCRIPTION MATERIAL MANP./6UPPLiED/RB►lARNB Vi 1 ES5001 4 WIDOW FRAME _ 60&7-T6 - 2 ES1008 OPTIONAL OWING STOP 6097-TB - Qn 2A ESI 103 4/WDW. GLAZING STOP(5/16•GLASS) 6083-Ts - 28 ESIO17 4/WOW. GLAZING STOP(7/18'GLASS) 6063-Ts 3 E55002 4 FRAME COVER(OPTIONAL) 6083-Ts 4 /s X 1' AS REOD. ASSEMBLY SCREOS CRS PH SMS ¢ g 4A /8 X 1/2' AS REDO. ASSEMBLY SCREWS .__- CRs FH SIBS Gy Pi s 27-372 2/LITE SETTING BLOCK,7/16'X 3/18'X 3-1/2-LONG EPDM OUROINm 75*5 SHORE A 4�Gj1 8 ES1010 OPTIONAL GLAZING WEDGE SOFT PC OUROMETER 70 SHORE W u &1 ES4013 OPTIONAL GIAZNG IYEOCE SOFT PVC OUROMETER 70 SHORE W TYPICAL ANCHORS 8A 27-425 4/V10w. GLAZING GASKET WDM-* DUROMETER 60 SHORE W SEE{•LEY.FOR SPACING 7 Esiws - FLUSH FRAME ADAPTER 6083-TS OPTIONAL Q m MAX TYPICAL ANCHORS 7 N 1/SHM 1/ s SEE ELEV.FOR SPACING LL Z d O STRUCTWIE C 1BY 1/4`MAX Q� � YIOOD DUCKS Sm o O tiMETAL TYPICAL SEE FLEI�ORS 8 • FOR SPACING En Q EXTERIOR _ 2 RIOR ? � N.- .•.< O�M,+,N D.L.OPG. Q z 3 J. WINDOW WIDTH u� Z L V)N FE LIJ�g� pO MAAAB-DARE COUNTY g SEE SEPARATE NOA Y TYPICAL ANCHORS SEE ELEV.FOR SPACING c $ I c n II c • • • __ mL e.n • • ErHP:JAVAO MAAD 5i F 3g3 WINDOW WIDTH WINDOW VADTH CIVIL FTA PE f 70682 n 3 • ••• ••• • • • WSED >RODUCQNBRia101tLefume 8 g 4-©�/23.D8 •. . • ,I 2015 • •• �• �•• �•• • drawing no. •• • W03-57 sheet$of 7 ••• • • • • •:• i • • • • • • • • • • • •• •• • • 000 i• •• 2330 TYPICAL ANCHORSi TYPICAL ANCHORS SEE ELEV.FOR SPACING • .621 -�{ SEE ELEVS.FOR SPACING .082 700 I .329 s _ METAL MIAMI—DAOE COUNTY APPROVED "pp� STRUCTURE MULLION&MULLION ANCHORS Z 3 1.060 _( T e I Ed SEE SEPARATE NOA .500 .803 .OSO e' Ed' I Q 8 3 .877 3G O FRAME SQUARE GLAZING STOP A 0 gra 147 1 x.203 TYPICHORS {— SEE ELEV.FFOORS ASO PAACING IL yyr gg .603 X82 Q .837 O .e37 GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP 733 0 � Z 1/4`MAX. . ALT. 8 r .Sn �537 SHIMS 7 J m 868 �C4 M N OFRAME COVER (OPTIONAL) zBli m^ �{ tnN�� 1.328 --y.224 °W •. Ul 2 TYPICAL M'CFi01S I ' °•• SEE ELEV.FOR SPACING gg O81 cxAzlroc WEDGE (OPTIONAL) a8 SCALE 1:t .o9z .770 .300 L —fm 2.288 •• ••• • • • • • •• °OM 7 FLUSH FRAME ADAPTER •• 41: ••i i i Y _ INSTALLATION DETAUS WITH FLUSH FRAME ADAPTER � • • • • • • - •s •s• ♦• • ALT.- • gs eny, ravab aau9 Cta Fu7UR82 g .rs PRODUCT'REVLUID • CAIt • ••• ••• ••. i EA • es • • • • • P.. '; euiidia80odo �f Gt � � � 5 0.,42 .125 . . . . • •,. •' AM ce IN si i• s +• :. 6 ... �•°.�i •i� ' �. ' ZOj� drawing rro. ALUM CORNER LOCK •• • • ••• ••• • TYPICAL ANCHORS » Ptoaect�� SEP 1 1A W03-57Q SEE EUW.FOR SPACING sheot 6 of 7 _"-- ••• • • • • ••• i • • • • • • • • • • • •• •• • • • •• •• 2 X 2 X 3/18- 4 ALUM ANGLE 3/8'X t/4' SC AT 1EEACHSCREYISALM LEG AT EACH BAR Z 3 �6 /16-LONG SENT ALUM BARS W/(4)SCREWS ` IL /•i ,o as ® o a I \ 0 0a D 0 of '4 gig R£CT. OR SQUARE WINDOWS m z } Vj m 0 in 0�r) 31r x SENTAAL11t6/14BARS 41N ALUM CORNER LOCK ® AT EACH V(ASC - 0 AT SIDE ® • .• • . • • • TYP=CORNER DETAIIS g'" •• • • • • ••• • Engr. MM AHUAD o CMLFIA. 1 momyerRBVISBD CAP1E1. 70792 • • •.• • • • w complybo wbb"Fbdb . • • • • • .. •. � X2615 00 „• W03-57 shee!7 of 7 • • • • • • • • • • • •• •• • . • •• •• MIAMI•DADE MIAMI-DADE COUNTY EM, 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) wwv.miamidnde.eov/economv ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 115000"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)",sheets 1 through 10 of 10;dated 01/23/08,with revision E dated 05/06/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., 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 t4dV t0,s been no change in the applicable building code negatively affecting the performance of this Aduct. 0 :0 TERMINATION of this NOA will occur after the expiration date or if there has j�9gg,%revisibs dt;4hange,0 0 6:6 in the materials,use,and/or manufacture of the product or process.Misuse of this XQA:as an endorsement of-....: any product, for sales, advertising or any other purposes shall automatically terminatotis NOAr. Faijure to• • comply with any section of this NOA shall be cause for termination and removal of 4®Ae. •• •' ":". . . j6 ADVERTISEMENT:The NOA number preceded by the words Miami-Dade Coun. Vlerida, adfeKowe. d..66. 6. by the expiration date may be displayed in advertising literature, If any portion 4111%,NOA is displayed, then it shall be done in its entirety. 0 ' 0 6 •••••• .6990. INSPECTION: A copy of this entire NOA shall be provided td the user by;the.t►3anufaLturer or its:....: distributors and shall be available for inspection at the job site at the request of the Bulf in$OffioiaL:0 9 This NOA revises NOA#12-0820.06 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.15-0129.05 MIAMI•DADB COUNTY Expiration Date: April 03,2018 Approval Date: May 14,2015 Page I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS . 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"B"Window, Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-0419.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type`B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-04 along with marked—up drawings and installation diagram of series 5000•o%tswing aluminum casement window, prepared by Fenestration Testing tgbpratory,o tom., Test Report No.FTI,-5336,dated 11/16/07,signed and sealed by Caflb:S.Rionldat AE. (Submitted under NOA No.08-0204.05) ** 9 4 0 0000.. 0000 C. CALCULATIONS 0000 00 00 0000. 1. Anchor verification calculations and structural analysis, compl-yhrwith FSG,fs7 0000.. Edition (2014), dated 10/27/14,prepared by A1-Farooq Corpor ion,,.ignea aqd sealed by Javad Abmad,P.E. 0000.. 2. Glazing complies with ASTM E1300-09 . . 0000.. .. 0 0000 0 Manu PCxaml X. Product Control er NOA No. .05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc., dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000"Outswing Aluminum Casement Window-L.M.I.,approved on 11/08/12 and expiring on 04/03/18. . . .... ...... .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ...... . . . ...... . .. . .... . . 6.6 Manuel re P.E. Product Contro Ex finer NO No.1 - 129.05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-2 _ >I• y�U 4 S UMFFACE AP FALSE MUNT NS A 3. �`�3•' OPTIONAL. 4 —� I 5 / II g % > J CAM LOCKS MULTI POINT LOCK (2)LOMONG POINTS ALL SAES LOCKING POINTS 30. ` SEE CHART 30 s/s• "0!/w .. o L oPc M Iia alr o L oPo D L OPc pJ 35 1/4' URO AT SASH 357/8- 35 7/8' n J Gy 4 VENT WIDTH 28' 2 VENT WIDTH VENT YAOTH 74' n 52� 4 0 W M WINDOW WO3TN 78' S WINDOW O_ M igd� Z SINGLE (Xi DOUBLE (XXi 3 Z TYPICAL ELEVATIONS vi SERIES 5000 ALUMINUM OUMING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET Z S c iZ R R APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE o B 1'- COMBINATIONS OF CASMi/CASMT OR CASEMENT WITH SERIES 5100 FDCED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 8 �8 �$ TH6 PRODUCT HAS BEEN DESIGNED AND 1t L�P�Y�R1 E •• • � ••• a d REQUIREMENTS OF THE FLORIDA BUILDING COD INCLUOING�GROC�Y• • • • o<m o e W HIMCANE ZONE(HMO. • •• • • • • ••• • THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHOREQ gRbP�Y-0"&FER•• i • ••• SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. ANCFO)RS SHAD.BE AS I.ISTm,SPACED AS SHOWN ON DETAILS,ANCHORS CMI. PRODUCTRBVISED n MW AHWAO S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. lur 70592 mwmplyegwUhPoePtaide e CA.N. Baildulg ANCHORING OR LOADING CONDITIONS NOT SHOWN•Q•7ilESE�'Aili ARE* Code • • AcmNen=No/ �8 b NOT PART OF THIS APPROVAL • rr•' • • • • • • • • relbn Dato A LOAD DURATION INCREASE IS USED IN 13EF&OF••114CH4RS 140 W(%ONLY •• i i By t drawing rro. MATERIALS INCLUDING BUT NOT UMDESI TQ$TEFL/Mgl�i SCREW�HA•� • • • P X08`08 COME INTO CONTACT WITH OTHER DISSfM MA SHALL MEET TTS• ••• • 15 REQUIREMENTS OF THE FLORIDA BLDG. CODE. Sheet 1 of 7O ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • OSMN LAAO CAPACITY-IN FOR(2)SIZES DESIGN WAS CAPACITY-PSF FOR(nt)SIZES t� V pp�pp FR CAM LACES 1NN110W8 no W=POINT LACK IM CAR IOM WINDOWS WITH MM POINT LACK 1� GLASS TYPES GLVW TYPE GUM TYPES GIAS9 TYPES GIASS TYPES G1A46 TYPE GLASS"PEI GJASS TYPES WINDOW Dom A.E.C.D.E.F 'A' 'E' 'V.W.'E"."P' WINDOW DIMS. A.D.C.D.R.P 'A' •S' 'C','D','E','P' TORN Hf7GHT TXT.(+) 1NT4-) EXT4+) lKr.(-) IXf.(+) 1Nr(-) EXrA+) INT(-) WIDTN -ff -.(+) TNI.(-) TXT{+) 1NT.(-)I W.(+) INT.(-) -.(+) iNTj-) 0 -� 19-t/8" 8510 854 8810 8510 8010 8010 9010 90.0 37' SS.O no SSA BS.O 90.0 9010 80.0 9010 P 21 8510 83.0 85.0 85.0 9010 0.0 BOA 9 90.0 53-1/8- 26- 85.0 85.0 SSA 85A 80.0 9010 9010 80.0 I S 37' 83.0 0510 8510 85.0 s0.0 9010 904 9010 1 74" BSA 85.0 854 85.0 80.0 9010 90.0 9010 «S37 42' BSA 8510 BSA 85.0 8010 9010 9010 8010 84• 06.0 SSA BSA SSA 90.0 9010 80.0 9010 19-I,w SSA S5A 85.0 8SA SOS 9010 solo 90.0 3Y 65.0 05.0 BSA 85.0 80.0 9010 00.0 no 26-1/2• 3/fP 6510 m m MA 90A 9Ro 9010 m 33-1/8' 38-31r 8610 8&0 8510 MAno90490.0 9010 Id,. 37' 010 85.0 8510 85.0 90.0 90.0 904 90.0 74- 83.08810 BSA BSA 80A 80.0 SOA SOA � 42" 65.0 OSA 8610 .85.0 SOA 9010 904 Sao .84' 5; 86.0 BSA SS.O no 90.0 90.0. ODA �z1 1q7 yyQQ 19-1/B' 0510 85.0 85.0 0&0 9010 Sao 9010 90.0 37• 83.0 WA 56.0 8610M 9010 solo 26-1J2• 3 JB- 8610 SRO 8SA S&O 9010 m 904 "A 107-1/8' �5 - 854 86.0 am86.0 no 9010 9010 90.0 37' BSA SA SBSA OSA 90.0 9010 9010 90.0 74• /8 BSA 8510 8510 8510 90.0 9010 9010 9010 42" BSA 86.0 SS.O B10 90.0 SOO BOA 9010 84" SSA 85.0 8SA 8510 9010 90.0 90.0 90.0 IL 18-1/8' 8810 810 8610 85.0 9010 90.0 80.0 9010 3T' 8510 810 86.0 86.0 90.0 9010 8010 9010 y I t o 28-1/2' �- 854 810 88.0 864 80.0 90.0 90A 9010 S3-1JB' 78.9 7d8 7810 78.9 78.9 7810 784 7B9 W 37" BSA 65.0 8510 8610 90.0 0010 9010 90.0 74' 67.7 $7.7 67.7 07.7 67.7 57.7 07.7 67.7 42' _ _ _ _ _ 9010 90.0 84" _ - _ _ 60.0 609 18-1/8• - - - - - SOA 90.0 37' - - - - - 83.9 83.9 _ 28-1/2' ThiJ4' - - - - - pA 90.0 53-1/8• 74-1J4• - - - - - - 472 472 37" - - - - - - 9010 9010 74• - - - - - - 40.1 40.1 18-1/8" - _ _ _ - - 9010 90A 37• - - _ _ _ _ 59.5 59.5- 26-1/L- 94 28-1/2• 76" - - - - - - 9010 "A 63-1/B• 78' - - - - - - 4-19 43.9 36' - - - - - - 65.4 58.4 74" - - - - - - 372 372 24' 854 810 MA BBA 90.0 BOA 8010 9010 40' a" 8510 S64 85.0 9010 9" 9010 90.0 J 28' BSA 85.0 55.0 05.0 9010 BOA 00.0 9010 39' 85.0 SSA 68.0 610 9010 90O 90.0 90.0 32' 48" 8510 BBA 810a" 9010 9010 9010 90.0 84' $5.0 85.0 05.0 85.0 9010 m m 90.0 38• 8510 8510 8510 83.0 9010 904 9010 90.0 72' 48' 85.0 8510 85.0 85.0 90.0 90.0 9010 8010 r, 0 01� 40' 810 8610 &710 S10 9010 90.0 90.0 9010 BO- 85.0 86.0 0510 864 9010 9010 9010 90.0 a CS M 42' 85.0 8310 8510 810 90.0 =0 9010 80.0 04" BSA 8510 MA 8610 904 9010 910 BOA � 3 Z 24' 64.0 85.0 854 85.0 9010 9010 9010 9100 48' 8510 85 BSA 85.0 4 9010 904 9010 904 g �p5 28' BS.O 85.0 854 8510 90.0 9010 9010 90.0 88' 8610 8510 8610 85.0 9010 EMS 90.0 904 32' w BSA 65.0 85.0 SEA 80.0 SDA 904 90.0 84' 64.0 BSA 85.0 85.0 WA 904 SQA 90.0 r� �tIT�..I 30' 85.0 88.0 88.0 am 9010 9010 00.0 SO4 72" D4' 83.0 8510 86.0 85.0 9010 9010 "A 90.0 M K' 40' 95.0 8510 BSA 060 9010 8010 SOA 60.0 80' 610 6410 85.0 810 sob 004 00.0 9010 � 42' 65.0 8610 BSA 884 9010 00.0 904 80.0 Be S&O 8810 85.0 8510 9010 9010 9010 9010 24" 85.0 SSA 8810 060 9QA 0010 9010 90.0 46" 8510 85.0 85.0 85.0 904 910 9010 ODA 79• 83.0 8510 8510 8510 ODA 0010 9010 OOA 59" 85.0 8810 8510 8310 BBA 860 8810 060 3Y 66' BS4 810 BSA BSO 0010 9010 0010 9010 84- 79.3 793 79.3 79.3 79.3 79.3 793 79.3 W 30- 8510 85.0 85.0 8510 90.0 9010 0010 80.0 72' 80- 72.8 729 7210 7210 724 723 72A 72.5 40- - - - - - 90.0 90.0 80' - - - - - - 88.0 860 8q 42' - - - - - SOA 90.0 84• - - _ _ _ _ c S 882 88.2 24" 86.0 85.0 BSA 8510 SOA 904 BOA WA 48" 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 !� 2S' 810 85.0 8510 8510 9010 9010 SOA 9010 88' 65.1 811 86.1 85.1 S.1 S.1 86.1 88.1 32" 66 860 NSA 8510 810 00.0 904 90.0 80.0 84" DB.S 48.3 563 863 a" 88.3 SSA 863 30' _ _ _ _ _ 90.0 2040 7Y �- _ _ _ _ - - 832 532 NOTE. 40' _ _ _ _ •• •s ga# oft - • _ _ _ _ _ - 48.4 49.4 GLASS CAPACITIES ON THIS SHEET ARE a 24' - - - - - _ _ _ _ _ BASED ON ASTM E13O0-09 (3 SEC. GUSTS) 2- 7r _ _ _ •_ •• 9a• Geo w •�• _ _ _ _ 49.5 49.5 AND FLORIDA BUILDING COMMISSION m o 0 3z• - - - - - p •72- _ _ _ _ _ _ 4 a42 DECLARATORY STATEMENT DCAO5-DEC-219 90.0 90.0 •• - - - - - 40.2 40z Q S&D 9010 48" - - - - - 461 461 NnCMJAM AFDNAD PRObUC% Ih R lED i $' 90.0 Sr - - - - - 419 41S µ 70692 Dd 1IhS PlmidB a 32° - - - • •• - SOI e•o be WB' - - - - - 372 372 AoaPtmce Nod7.��1���j.��nto d� 38' - - - - - 4 .• • • - - - - - s39 339 rmwn Dmel���$ v' 4i $ •• • • • • • • • • sy • •• •• • • • • 611ADI p�Op r�„yd drawing no. •• • • ••• *00 • 2015 W08-08 9he6t 2 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'HEAT STROM GLASS 1/8'HEAT STROM GLASS .080 INTERLAYER .090'INTERLAYER Z BUTACITE PVB BY'OUPONT SENTRYGLAS BY'DUPONT' P 1/8'HEAT STRENb GLASS i/8'HEAT SfRENb CLASS z P� DOW 795/883 WYY�RNING 795/993 P CORNING 793 a $�i v F F C GG I e 4 5 AT 1/4 POINTS ON LITES WIDER THAN 38' GLASS TYPE 'A' GLASS TYPE 'B' ALT, GLAZINGOPTION SETTING BLOCKS AT LAM.GLASS .� THESE GLAZING STOP CAN BE USED WITH NOTCH G G BEAD LEG n GLASS TYPES 'A% 'B', 'C' & V. TO CLEAR BLOCKS 5/32'HEAT STREWD GLASS 5/32'HEAT STROft CLASS J` 5OR OR /32'TEMP.GLASS S/32'TEMP.GLASS Ji 1/4'AIR SPACE 1/4'AIR SPACE A 5/32'HEAT$TREN'D GLASS 5/32'HEAT SIREN o GLASS i/tY HEAT STREWO.GLASS 1/8'HEAT STREWD.SASS G A90 INTERLAYER .090'INTERLAYER 090 INTERLAYER .090'INTERLAYER .�z 12 WTACrFE PVS BY'OUPONT' SENTRYGLAS BY'DUPONY BUTACITE PVR BY'DUPONY SENRRYGIAS BY'DUPONT' SILICONE N 1/8'FEAT SRRErtb GLASS 1/B'FtFAT STRENb GLASS 5/32'HFAT SIREN'D GLASS 3/32'HEAT STRENro CLASS DOW CORNING 783/983 DOW CORNING 795/983 ING 795/983 Li DOW SILICONE 795/983 0 � Fye .. ... . . . . . .. AT 1/4 POINTS ALL SIZES • GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'F' SEATING BLOCKS AT INSUL LAM.GLASS • • •�•T• • • NOTCH GLAZING BEAD LEG • •• • • • • 000�r`�qry�•0,y�, •O CLEAR BLACKS •• �i'UM • ••0 ••0 ••• t OPTION$ Eepr.JAM AHWV 'e • 0:0 •• ••• • • • NOTE: VL P, 7.592 Rm 9rewUh Fbdde o TO QUALIFY FOR SMALL MISSILE IMPACT RATING FwA+ 33� A 000No� _ of • • • i .0. • i • .0. i EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. Lane •• • • • • • • • • • •• •• • • • • Rp •• • • ••• ••• • 8 2015 ProE�t drawing no. wos—os sheet 3 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �°NGSEE ELEV.OR TYPICAL ANCHORS TYPICAL ANCHORS V / SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING R T t DIST. WOOD SIM .L i .• • 11/1 :�•... - EDGE SSRUCfIiRE MNMi•-OADE COUNTY APPROVED m k •-t e_. 44 9 .'•a. .a: ,e •? SI MULLION&MULLION ANCHORS EDGE Gi EDGESEE SEPARATE NOW DISC DIST °- <Y 3 14 o Ow c� a hh 17 to Z rygt'1 b •? tb SEE TYPICAL FOR ANCHORS N H SPACING! 2� WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS !' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !� 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. �4 n TYPICAL ANCHORS: SEE ELEV.FOR SPACING f 1 1/4' DVL ULTRACON BY 'ELCO' (Fu..177 KSt,Fy m KSI R INTO 213Y WOOD BUCKS OR WOOD STRUCTURES tJ 1-1/2- MIN. PENETRATION INTO WOOD � o P THRU 18Y BUCKS INTO CONC. OR MASONRY J I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY O —n DIRECTLY INTO CONC. OR MASONRY 0 n i, 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 3 z .141 " !` n 914 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) to INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN.THK. _ .090'7 J� Ld M INTO METAL STRUCTURES o STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) y i ALUMINUM : 1/8'THK. MIN. (6063—T5 MIN.) I: I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) s I TYPICAL EDGE DISTANCE T2 19 1w m 9 INTERLOCK INTO CONCRETE AND MASON = 1-1/2' MIN. o 8 b INTO WOOD STRUCTURE - 11/1 V MIN, INTO METAL STRUCTURE = 11/16- MIN. $ S 21 WOOD AT HEAD,SILL OR JAMBS SG— 0.55 MIN. O CONCRETE AT HEAD, SILL OR JAMBS fo- 3000 PSI MIN. _ C-90 HOLLDW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. • ••• • � oo-Pyry >¢ • •� • • �� m g88�1$ , � • • • • �o<m o o m 17 14 1 •• • • • • • I c • • • • • • • • / 4e ,,• d a Engn JAVAD AHNAO gg3 ' Cra I'KODUC•T REVISED 3 . FIA PE 7069'2 .c mmFlyirg-kh ttm Ftm16e o 3 jjI • • • • • • • • • • Io 8 b iYPICAY ANCHORS •• • • • • ^TYPICAL ANCHORS �' drawing no. ••SEE EI*V.FOR SPAgW ••• ••• EDGE DIST. - SEE ELEV.FOR SPACING Mme WOS-OS Y 2015 sheet 4 of 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i' 3/18' SHIM © O 1/47 MAX. O 4 B � SHIM Z R 3 181BY g Q .� TMCAL ANCHORS BI 4 ..9YOOD BUCKS F SEE ELFV. , e eo CAM FOR SPACiNC .. __------ SCREEN OPTS-- 1., 4' .ee s .; TMrAL ANCHORS � g 14ELEV. 9 g 13 B EXTERIOR 4 ° SPACWIG 4 g METAI. 7 7 g 3 STRUCTURE M OPG. YQafT" I MULTI POMT LOCK OPTION C:AM Llx`K$OPTION el WMIDDW WIDTH — SINGLE VENT WINDOWS t' 1/4'SHM O MAX o� WOOD �- 1/4'MAX. = Z 3 g ' SMMS •O e Z u.• g y`p 1/2. 8------ SCREEN OPT: ___�_--_ --��_ •..� SEE ELEV.FORRSSPACINGM`� O g IYPTCAI ANCHORS ,4 9 13 > SEE ELEV. ig B UL 7 EXTERIOR 0.L OPO. : v FOR SPACMG 2 $g VENT WIDTH %"af WIDTH •• ••• • • • • • of MUM g1OTH o a • • •• • • • • • DUAL VENT WINDOWS o g • •• • • • • ••• • 04000 W •• ••• •• • • • •• I'. dYphH1fAD PRMUCTREVISED 1 3 • ••• ••• • • • FM PE 70m as connAftwa11the Fieft • • • • • • • • • • kc Arise oe (- 9,Q • • • • • • • • ••• i• i• i•• i•• ••• ` � drawing no. N` woe—o8 sheet 5 d 10 ••• • • • ••• • • TMCAL ANCHORS IYPICAI-ANCHORS SEE ELEVS.FOR SPACING SEE ELEV.FOR SPACING Z EDGE MEFAL Mml—BOE COUNtt APPROVED O -� _ T STRUCTURE MUWON&MUWON ANCHORS Diyy SEE SEPARATE NOA Q e•. EDGE ' DIST. H � 1 ALT. i I!(L tvPtca ANGORS b SEE ELEV.FOR SPACING i �I J n j J C 00� q-qyy�� { 1/4•MAX.. - . 0 9i SHIMS z 4' N O LJ v y In A '1/4" o 0 is B O .• . • . • . TYPICAL.ANCHORS ALT • • • • • • • •.. SEE ELEV.FOR SPACING •• v 8 8 • • • • • • a u o u • • • • • • • • - ENr JAVAO MWZ n '� .tz- ChL PROD=REVISED ••.a• RA.PE'�TOB92 WomqdyulgWRbftFkdb n • - ••• ••• • • t . '� .. • • • • • • • • Cart. Ac«p�'t�m p 2015 13 OL TYPW ANtMbRS • • • • • • SEE V. 0 Milan FOR •• • • • • BY drawing no. EDGE DISE. •• • • 000 ••• • Mimni Prod INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 0 2015 W08-08 sheat 6 ofLQ ••• • • • • ••• • • • • •• • • • •• •• ••• • • • ••• • • A it �? F-2.125 t� V 18 I .814 1• Q 2A81 .910 � o. .082 2570 A80 �� JJg d �i .881 SNUBBER - QCV� � 2 3 FRAME Q.1 t reTFTg d. Z12 A59 a j .082 .837 1.878 M2 2.,595 GLAZING sroP (LAM. cLAss) .729 �3 a VENT M d i' 4btt ® � �Z�•q•� 3.873 GLAZING STOP (INSUL LAM. GLASS) Vj v t.te5 �5 r. y �M� 147 1.888 O J28 r— .082 �J 2.125 �;; .082 .803 A62 .543 .500 f1S71�4'�155 0� ® .837 ® 2Af{3 t 1.8 GLAZING STOP (LAM. GLASS) GLAZING WEDGE ® FLUSH FRAME ADAPTER $ $ ® IMPOST 1.000 oe $ • • 1.939 .3m-b4-770 • • • • • • O 6 0 0 0 W .125 • • • N25• •• .125 NOTCH 1 • •• •• ••• r • OPTIONAL 3.000 3JDM .1ffi 2.750 ij�yp. EW JAVAD AHl >t _o IA44 5y 2,m I FLA.PE 70892 a' yMg 0•wFBi F aft S C .195 • • •• • • • 1 D • • • • • • J LL Ed. »d• 20f8 b • •.ase • • • .784 • •• •• •• • • • • 3.750 U14 r�bEiW drowtng Iro. •• • 1 X3 ••• ••1 X 3• Q)g WO$-08 3U7 IMPOST STIFFENER ©CUSTOM MULLION STD. MULLION 24 MULLION CLIP sheet 7 of 1 L ••• • • • • ••• • • • • • • • • • • • • r r l rm PART/ QUA)MTY DATION MATERIAL MANP./SUPPLMVR NARKS �f 1 ES5001 1 FRAME HEAD 6083-T8 - V 2 ESSO01 1 FRAME SILL 6063-TB 3 ES5001 1/VENT FRAME JAMB-HINGE SIDE 8083-T8 - Z 4 ESS001 1/VENT FRAME 4WB-LATCH SIDE 80113-TB - p o 5 ES5002 1/VENT VENT TW+RAIL 8083-T8 - 6 ES5002 1/VENT VENT=TOM RAIL 8083-T6 - aQ+ 7 ES5002 1/VENT VENT SIDE RAI.-HINGE SIDE 8083-TB - 8 E55002 1/VENT VENT SIRE M-LATCH SIDE 6083-78 - �t B ES5004 2/VENT SNUBBERS.2-1/2'LONG 6063-78 - C LL !OA ES!103 AS REOD. GLAZING BEAD(LAM.CAM) 6083-75 - 1G6 - AS REOD. CAM BEAD(INSU..IAM.GLASS) 6083-TB - �W Loc ESIOOB AS RECD. GLAZING BEAD(LAM.'f;m) 6063-T6 It 27-428 AS REOD. OWING GASKET EPOM DUROMETEL 60 SHORE'A' 11A FS1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 185 SNORE'11 12 - AS REOQ I FRAME&VENT ASSEMBLY SCREWS - #10 X 1-1/2'PH SMR LL of 13 - 2/SNUBBER SNUBBER INSTALLATION SCREWS - 88 X 1/2°PH SNS z n�E 14 E202 AS REGD. OUTER WEUNERSTRIPPING(POLYPROPYLENE BASE.TPE SULB) - OUROMETER 65 SHORE'A' W t� 15 E5900S AS REOM INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE'A' O 18 PJS4O-SS AS REM CORNER LOCK ST.STEEL SUUJVAN&ASSOCIATES 17 30155 2/VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE is - 3/HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2'PH SIR v 18A - 4/HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2'PH SMS 10 23 SERIES 1/VENT SINGLE ARM OPERATOR(AT 8-1/2'FROM ENDS) - TRUTH HARDWARE 2 18A NOVA 1/VENT SINGLE ARM OPERATOR(AT 5-1/2'FROM ENDS) - INTERLOCK v 20 - 4/OPER OPERATOR MOUNTING SCREWS - #10-24 X 3/8'PH SMS J 20A - 8/OPER. OPERATOR MOUNTING sCREWS - #B X 1/Y FTN SMS CD 21 30175 1/OPEN. 13-3/4'LONG TRACK ST.STEEL TRUTH HARVIIIIA E 21A - 1/OPER. OPERATOR TRACK SL STEEL INTERLOCK M 22 - 2/TRACK TRACK MOUNTING SCREWS - 010 X 3/8'PH SS SMS 22A - 3/TRACK TRACK MOUNTING SCREWS - #8 X 1/2'PH SMS REWS 3 Z 23 - AS REQD. 1X3 CUSTOM MULLION 6063-TB - g 23A - AS READ. 10 STANDARD MULLION 6053-T8 }.L Y/j C) 24 - AS READ. MULLION CUP 6083-TO - t 10 25 27-3n 2/LITE SETTING BLO IK,7/18'X 3/16•X 3-1/2'LANG EPDM AT 8'FROM EACH END.OuROMETER 7515 SHORE A 254 - 2/LITE SETTING BLOCK.5/16•X 5/8'X 4'LONG EPDM AT 8'FROM EACH END,DUROMEIER 7515 SHORE A 26 8/LITE TAPE SPACER(1/4'X 1/27 FOAM AT 6'FROM GLASS ENDS 30 - OPTIONAL. 5118'BOX SCREEN - - 33 ES5009 2/VENT MIT SAG SKATE,2'LONG NYLON/CELLON M&M PIASTK:S 34 - 2/SKATE I SKATE MOUNTING S12TEW5 - #8 x 112'PH A S e 36 ES5003 1 IMPOST 6083-TB B 37 ES5010 AS RTD. IMPOST STIFFENER 6063-TB 45 CLo1-0500 - MULTI-POINT LOCK MECHANISM RVERLOCt, 46 - LOCK FASTENER PLATE lol 47 4s 1-2250-XXX 2/- SNAP ON FASTENER s TM FORMING SEALANTS: _s 49 1-105D-XXX - SNAP ON ALL.FRAME AND VENT CORNERS AND INSTALLATION SCREWS 5 ��� ��s-s 50 - - t;=(aCE111L • •• • • • • e SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. <m u e W 51 - - KEEPER(ACEI e 52 - - I=BAR l*ST/ftp• •• • • • •• 53 FS-5017 AS READ. FWS14 FRAME ADAPTER 6003..13 OPTIONAL. Sgn 40M AHMAD PRODUCERBVISBD � •F 54 - 1/VENT LOCKING HANDLE - SUUIVM&ASSOC. FLA,PES' ' �Lm Be Fbddl o sS - 2/VERA LOfYW.G ( 1/2' /2' BuildlogCoft M SOTTO - SULLICAN&ASSOC. C'A'µ Aueptmca No 58 - 2/LOCK LOCK MUNOKC SI&GEWS • • • • • • • - #8..32 x 1/2 PH MS A lelbn DeU .� ' 57 Emu 1/VENT I I= -0 f • - 1/4'x 1/2-ALUM.LIAR Q t By 58 EMT 2/2 COFINECTORGSCRMO •• • • • • - C{R{OM mimvi g0•za6 'mwhn rro. 59 CS-20OK-6S 2/vENr AT 12' st•FROM ST STEEL SULLNAN&ASSOC. Yr08—OS BD - 2/KEEPER KEEPER MOUNTING SCREWS - #10 X 3/B'PH SMS MAY U!5 sheet 8 of1O ••• • • • • ••• • • ••• • • • ••• • • Q'o . (• G l0 Z� � JJ - M 16 i FRAME CORNER 3 z Ly M�� Ak � O i a . .. . . . . ... . y •• •.• •• • • • •• JC U y , 1 PR0DIICI'R8VI311n i5 FM PE CAN. Rs7mOftwhhdwFlorida e a�umm m 15-0124 05 • ••• ••• • • • � c ;*DWlc IMPOST CORNER• • • • • • • •• Prue dmwtng no. o f i• o i• • • • i i PENT CORNER WOS_08 .. ... ... AY 5 sheet g of7O • • • • • • • • • • • •• •• • • • •• •• i MULLION LOAD CAPACITY-PSF MI)LUDN La1D CAPACITY-PSF 4 1 txa lY9 Lxs Ixs CLIPPED MULLIONS / \ / ; \ 8 1 www mms. Sm MUM Cusnmt MULL HINDoT Bm. STD.MUD. Cumm YOU. ExL(+) EU.+) ExL(+) t7CL4tr Wet"(e)LENOTH(L) wrd-> INL(-) WIDTH(W)lENc1M(I) INTO-) Z. . 26-1/2' $0.0 ODA 30• Su 90.0 i 37• $0.0 90.0 J8• no 90.0 42' 80.0 90.0 4Y 90.0 90.0 \ / \ / o• s 46" SB• 90.0 90A 46' 34" 90.0 90.0 \ / \ i / O rl U 46• 90.0 90A 34• 90.0 90.0 83-1/8' 80A 90A 80' 90A 90.0 82" 90A SAA 82' BOA 90.0 Ip Wt W2 W7 Tit w1 V C 28-1/2' 90.0 90.0 30" 90A 90.0 VVVV W l0 '37' 90.0 90.0 38• 800 no i 4Y ODA 90.0 42• 90.0 90.0 m �° P��Qee� e-------- 46" ��a Q 48' o3" 90.0 BOA 46" 8o" 90.0 90.0 0 B 48' sob 900 b4' 90.0 90.0 v / 33-1/8' 90.0 90.0 60" s0A 90.0 6Y 90.0 90.0 6Y 80.0 90.0 28-1/2" 90A 90A 30' 90A 90.0 Tj \ 9 0 \ p 37' BOA 90.0 36" BOA 90.0 \\ k \\ 0 90.0 9 4 9 42' 82A 0.0 2' 0A .- 74-1/4• s \ e 48" T8.8 800 48' BOA 900 2xaavc-�= v� a � n' 'ccee.4 gI 48' 76.4 89.1 84• 00.0 00.0 ii66 83-if8" 71A 89.2 !�• BOA no wl I W2 Wt W2 26-1/2` 90.0 Mo 30' 90.0 90.0 37• 842 9" 38• 9" no U 4Y 76.4 90.0 w 7YBOA no TYPICAL ELEVATIONS 4r 72.8SIDE BY SIDE WDTD088 co 0.7 eoA 48' 83.8 80'o SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 48' 89.7 87.4 •v4' 78.4 90.0 2 3/4" 1/2• •3. a'� 61• 87.1 e42 30• "A 90.o 4 WIDTH (W) a W1 + W2 38• 68.1 90.0 2 X Z 42• 78• 76.4 80.0 3 Z pZ 46' 68.7 67.4 +�S 31• 67.1 842 N� v NOTES: y M 1. USE CHART ON TH6 SHEET FOR SIDE BY SIDE CONNECTION a 0 CAPACITY OF WWOOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FDIED WINDOW CAPACITY SEE SEPARATE NOA. TYPICAL ANCHORS 4 PER CLIP 4. LOWER VALUES FROM STEPS 1.2 OR 3 WILL APPLY TO SEE SKEET EDGE DISTANCES FOR MULLION CLIPS ENTIRE�Ta• FOR�IPTM IMO CONCRETE AND MASONRY = 2' MIN. I INTO WOOD STRUCTURE = 11/16" MIN. ° INTO, METAL STRUCTURE = 11/16" MIN. 5s CASE)I MMWWIN� O CASEMENT WWSERIES F © 3 $$ cCAS04MS WINDOW rro wSEM wm $ • S Ti-8 • • • • • P$ munm • • • e • i • • _-_- - O'B"• �MAD PRODUCT RWAStID ' E 70692 Bwwm0ft v tw Ow Fbft o i5- 129.05 • • • •i ••• ••4(TE�aR 8 EXTERIOR • • • • _ ar Browing no. _ •vANDow tWIDTN• : •. tmiDDw�TM• WINDOW WIDTH WINDOW WIDTH 15 a$mn, Pra�ut W08-08 ••• •• TO 4CecFi TB749• M I•idpDt ••• CASEMENT TO Yp= MULLION MA 4 015 �,e9t 10 oI 10 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY 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.miamidAde.eov/economy Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11100"Aluminum Outswing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites(L.M.I.)", sheets 1 through 10 of 10(inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or XX in sheet 1 Door w/sidelites(whvo reinforcement)in sheet 3_1.See Single sidelite(standalone)DP capacity in sheet 3. fee* 2. See allowable mulled configuration in sheet 3.1•not to exceed(5)panels w/max two mulled sid%4tPs' ••°•• 3. Max door leaf width mulled with sidelites in sheet 3.1.shall not exceed=36-7/8". Bee Wive panel M ° point locking or active panel dead lock w/manual bolts option in sheet 4. •••••• •• •% ••0000 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. °•°••° • 0000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's nai9 0 Qx gogo, eitp;ate, °••' model/series, and following statement: "Miami-Dade County Product Control Approved'%.unless otherwise ..... • noted herein. •• ••0 .00000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been AN&Ud there has been •0 no change in the applicable building code negatively affecting the performance of thij product. :-06:9 TERMINATION of this NOA will occur after the expiration date or if there has bean I rIvision ocrrhange :0000: in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse hent 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 NOA No.15-0706.03 rlwYttnaoE COuNry Expiration Date: July 04,2018 Approval Date: January 21,2016 Page I