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WS-12-1671Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178213 Permit Number: WS -9 -12 -1671 Scheduled Inspection Date: September 17, 2012 Inspector: Bruhn, Norman Owner: FARRIOR, NATALIE Job Address: 3 NE 109 Street Miami Shores, FL 33161- Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360040620 Phone: (786)413 -4101 Building Department Comments INSTALLATION OF 4 IMPACT WINDOWS AND 1 SLIDING GLASS DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 17, 2012 For Inspections please call: (305)762 -4949 Page 19 of 35 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 rl P(1 B IL ING PERMIT APPLICATION No. FBC201� �J�I Permit V ` (c t Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 3 /0? sT City: Miami Shores County: Miami Dade Zip: 33/6/ Folio/Parcel #: I/ 21 3 (, - 00t-/ - 06 L 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /in TA L/ L CA 5 7 't-0 Phone #: I - 37V1 Address: 3 Ai .E- /0 9 ST City: /%?/ i 6%d 4j State: / Zip: ? ,7/ 6/ Tenant/lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 92 3 9 So). .2 SAO C00,-rArcriN C S v cS./ /,v c phone#: 7•K (l /.? - 1//0/ 2 Sr= 027 City: & T ai ( Qualifier Name: J-14 / °4.1 State Certification or Registration #: Contact Phone#: 716- 41'3 DESIGNER: Architect/Engineer: State: �C Zip: l'a 73 a/i-®i Phone#: C (� C t r 0 4093/ Certificate of Competency #: `PR) / Email Address: /uL 3-40 ( '' v .0 r 044. e Phone#: 0 Value of Work for this Permit: $ 600 - Square/Linear Footage of Work: 45-0 Type of Work: DAddition ‘ration New ORepair/Replace Demolition Description of Work: $ / M PA Or W, ■ 040 u3S f l &S KS Color thru tile: Submittal Fee $ Permit Fee $ Y 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FL+'E NOW DUE $ (0-7 . r 0 Bending Company's Name (if applicable) Bonding Company's Address • City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 is ,. . In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature' Signature Owner or Agent The foregoing instrument was acknowledged before me this day ofJhe ='I-- ,20IID°,by Oa-A-(1'41 4 e 01 0 who is personally known to me or who has • a uced • L As identification and who did take an oath. NOTARY PUBLIC: Sign: `"Y) Print: e_Avt, t c 4 Li Oc v- My Commission Expires: 47,a0 Christy Perez ' :COMMISSION #DD976772 � ` aEXPIRES:MAR. 30, 2014 ••.,;,ipos� WWW.AARO N *** *** * * * * * * * * * ** **** * * ***�**** *�xie ��aa�****** **** * ** ** * * * ** �a�, a* x��s*********** * *a�os*ca�,o��e **** *sx�vw *** * ** APPROVED BY ` // re, Plans Examiner Contractor The foregm g instrument was acknowledged before me this 4 day of A.4,9 o31' , 20 a, by .T[gA6r C„ ?term./ , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign( Print: 0 Ir 15 My Commission Exp O# 767 72 € C .3�risty Perez rI , EXPIRES:MAR 30,2014 ��•�`.q,;,,,,, WWW.MARONNOTARY.com Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET :�L'q,51 Ul;'��I'i� f' j TALLAHASSEE FL 32399 -0783 12 SEP —5 Pm 2: 06 BUADE, JUAN CARLOS S A B CONTRACTING SERVICES INC 9239 SW 227TH ST #27 CUTTERBAY FL 33190 Congratulations! With this license you become one -of the nearly one million Floridians licensed by the. Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto wwa►.myfloridaiicense.com. There you can find more information about our divisions and the regulations that • impact you, subscn'be to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! ' A .r g; fib%• �y• �i:s� E E GC1504931 v • ,..'ter 0.3' ., .. T d . t s i ' A II ` to$4 x..4Q $ 21F]ffi'„:4: THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LIN[MARK ' PATENTED PAPER BATCH ,NUMBER: 's 'Uinder the arovi,sib SXpirati -oa date': :1 IAWSON... 2. Description of Improvement NOTICE OF COMMENCEMENT A RECORDED COPY MIST BE POSTED ON THE JOB MEAT TIME OF FIC►T INSPECTION PERMIT NO, TAX fOLIO NO. it 2134 001/- 04 Zo STATE OF FLORIDA: COUNTY OF MIAMi -Dnna CFN: 20120550004 BOOK 28217 PAGE 274 DATE:08/06/2012 12:17:02 PM H VEY RUVIN, CLERK OF COURT, MIA -DADE CTY THE UNDERSIGNED hereby gives not ice that Improvements win be made to c:ertarn real properly, and In accordance with Chapter 713. Florida Statutes, the following information Is provided in this Notice Of Cwt. J Space above reserved for use of recorder* office 1. Legal description of property and street/address: �� 7 32 'eo C.4 Z it/. E.. /09 -5 �M PA- cx- I APOdr*I / -at PAcv" Lob_ 3. Owner(s) name and add:ass: A4/1-7-41 -4, Alt Ca STRo interest in property Nance and address of fee simple titleholder. 4. Contractor's name, address and phone number: S At % teem ,tr v7 �I 1 /N c 9x 3 9 .sots . 347 s r, .17 /et_ 3x/5'o 06 - r'o / 5. Surety: (Payment bond required by owner from contractor, any) Name, address and phone number: Amount of bond $ 6. L name and address: 3 AI. A /09 -41% /1, .ae.: SRo cAS 33 I--a/ 7. Persons within the State of. Florida designated by Owner upon wham notices at other documents may be served as provided by Name, address and phone nwnber:. 8. In addition to himself. Owners designates the following per ones) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statute Name, address and phone number: 9. Expiration date of this Notice of Commencement • Nye expiration dare is 1 yearirom the date clrecording unites a different dates apeoflfed) WARNING TOOWNEft ANY PAYMENTS MADE BYTHEOWNERAFIER THE EXPIRATION OF THE NOTICE oF COMMENCNEMENTARECONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAR', SECTION 713.13. FLORIDA STKIU TES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVE MIENTS TO YOUR PROPERTY: A NOTICE OF COMMB / MUST BE RECORDED AND POSTED ON TIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO MAIN FINANCING, CONSULT W1111 YOUR LENDER Oft AN ATTORNEY COMA OR RECORDING-M I NOTICE OF COMMENCETMIENL Y� WORK .MiAvoi.i, A- 6.33/7 Signalu e(s} • } • t . . P �i�';: i � C. y�N/ i► Print Naine i ri r�i slu.:T irfr OfticedDkectoriPartnerlManager By Print Name The/Office TilleKiffice STATE OF FLORIDA -O UNT�YYooOF MIAMI -DADE The By folV� nt L5 edged before me this IO.IndMdually, or 0 as - a Pay known, or rodtioed the following type of Signature of Notary Public: Prir>t Name: . day of 44.14,54- . ea-o (�.. for {AU • Under 0( pr e declare that I have read the for®goi and that the facts stated in It are true, to the best of my knowledge and .belief. i3 ort2-- •0 =4% Christy Perez s oMMus,oN #DDS76772- tti.. =t�iPIRES:MJIR 30,2014 '�..,,,,.., 4W tONNOTAgyrp� Authorised O /Ditr r ager who signed above: By. STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that the foregoing is a true and correct copy of the original on file in this office. 641 j 07 AD 20 12. HARVEY RUVIN, CLERK, of Circuit and County Courts Deputy Clerk no work on this elevation no work on this elevation no work on this elevation no work on this elevation no no no 2 3 66x63 96x80 66x63 Z5 Z5 Z5 +40.4 1-54.1 +40.4 / -54.1 +40.4 / -54.1 12- 0223.42 12- 0312.03 12 -0223.42 12- 0308.37 12- 0308.37 74x39 Z5 +40.4 / -54.1 12- 0223.46 12- 0308.37 All areas serve as Emergency Means of Egress - All areas open from inside without the use of tools or keys. 74x39 Z5 +40.4 / -54.1 12- 0223.46 12- 0308.37 � ORIGINAL WS1Z- 1(67 no no CASTRO RESIDENCE 3 NE 109 Street Miami Shores, FL 33161 Hurricane Protection Permit Layout MRH = <15' All areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) per attached raised seal design ASCE 7 -10 pressure letter. no r. APP =nuED 70NIN12, DEP 1 BLDG DEPT 1 no no front door SUBJECT i'O COMPLIANCE WTI '-1 ALL FEDERAL S T AI E AN 01,13N. i_.f rIULES AND REGULATIONS no work on this elevation no work on this elevation RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum Effective Wind Area (or, Tributary Area in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 _ 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -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 -43.2 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 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -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 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 50 -69.3 -64.7 -61.9 -60.0 -58.5ti 60 -71.9 -67.0 -64.2 -62.2 -60.6 I' -;; Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever isVsmailielt, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. 14' CASTRO RESIDENCE 3 N.E. 109 STREET MIAMI SHORES, FL 33161 HURRICANE PROTECTION PERMIT LAYOUT OPENING SCHEDULE 5 Openings MRH = <15' VILLAGE OF MIAMI SHORES COMPARISON CHART INFORMATION Building Permit Opening Schedule Opening Location & livable Applicable NOA Actual Tributary Area Square Footage Width Height Design Pressure RAMMS Engineering, DesgnPresssrettrr -worstcasenegative Toads per worst case tributary area and applicable wind zone) Zone 1 - 12 -0223.42 (mull)12- 0308.37 66 63 28.88 +40.4 1-54.1 5 2 - 12- 0312.03 96 80 53.33 +40.4 / -54.1 5 3 - 12- 0223.42 (mulgl2- 0308.37 66 63 28.88 +40.4 / -54.1 5 4 - 12- 0223.46 (mull)12- 0308.37 74 39 20.04 +40.4 / -54.1 5 5 - 12- 0223.46 (mull)12- 0308.37 74 39 20.04 +40.4 / -54.1 5 Total Square Footage —> 1 151.17 ES Windows LLC Series 1000/1050 Aluminum Single Hung Window - LMI Product Control Notice of Acceptance No.: 12- 0223.42 Expires: 11/06/2013 ES Windows LLC Series 4000 Aluminum Sliding Glass Door - LMI Product Control Notice of Acceptance No.: 12- 0312.03 Expires: 03/18/2014 ES Windows LLC Series 2000 /2050 Aluminum Horizontal Sliding Window - LMI Product Control Notice of Acceptance No.: 12- 0223.46 Expires: 11/06/2013 ES Windows LLC Series Aluminum Tube Mullions- LMI Product Control Notice of Acceptance No.: 12- 0308.37 Expires: 09/16/2014 Property Informat'on: Folio 11 -2136- 004 -0620 Property Address 3 NE 109 ST Owner Name(s) GUSTAVO CASTRO NATALIE B CASTRO Mailing Address 3 NE 109 ST MIAMI FL 33164 Primary Zone 1000 SINGLE FAMILY RESIDENCE Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,183 Lot Size 12,775.84 SQ FT Year Built 1950 Legal Description 36 52 41 COLLEGE HEIGHTS PB 42 -8 LOT 32 BLK 2 LOT SIZE 104.720 X 122 OR 28128 -1335 0512 11 Assessment Information. Current Previous Year 2012 2011 Land Value $103,784 $115,316 Building Value $167,225 $167,378 Market Value $271,009 $282,694 Assessed Value $271,009 $282,694 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2010 Taxable Value tr format on Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $221,009 $50,000 / $232,694 School Board - $25,000 / $246,009 $25,000 / $257,694 City $50,000 / $221,009 $50,000 / $232,694 Regional $50,000 / $221,009 $50,000 / $232,694 Sale Information: Date Amount Recording Qualification Code Book -Page 5/2012 $0 28128 -1335 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 7/2009 $225,000 26941 -1888 Deeds to or executed by trustees in bankruptcy, executors, guardians, or receivers 5/1972 $36,000 00000 -0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tuesday, August 21, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRSIPERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1000/ 1050" Aluminum Single Hung Window — L. M. L APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series-1000/ 1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by A1--- Farooq Corporation, dated 07/31/03 with revision "H" dated 12/07/11, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 09-1008.05 and consists of this page 1, evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315-2590 F (786) 315-2599 www.mia_midade.sov /oerat MIAM1•DADE COUNTY APPROVED. NOA No. 12 -0223.42 Expiration Date: November 06, 2013 Approval Date: May 17, 2012 Page 1 E S Windows, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 09-1008.05, 07-0928.14, 05- 0720.01 and 03- 0910.03) 2. Drawing No. W03 -56, titled. "Series -10001 1050 Alum. Single Hung Wdw. sheets 1 through 8 of 8, prepared • by Al Farooq Corporation, dated 07/31/03 with revision "H" dated 12/07/11, signed and sealed by Javad Ahmad, P. E. -B. TESTS 1. Test reports on: 1) Air Infiltration.Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A —A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411 3.2.1, TAS 202 -94 7) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E2068 -00 (2008) along with marked —up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5815 and FTL -5337, dated 02/13/09 and 01/25/08, both signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA's No.'s 09- 1008.05 and 07- 0928.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A —A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411 3.2.1, TAS 202 -94 7) Standard Test Method for Determination of Operating Force of sliding Windows and Doors per ASTM E2068 -00 (2008) along with marked—up drawings and installation diagram of an Aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.�s HETI -05 -1448 and HETI -05 -1953, dated 04/22/05 and 04/25/05, both .signed and sealed by Ivonne Ghia, P. E. (Submitted wader previous NOA No. 05- 0720.01) Jaime D. Gasc , P. E. Product Control Section Supervisor NOA No. 12-4223.42 Expiration Date: November 06, 2013 Approval Date: May 17, 2012 E-,1 E S Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . . 6) Forced Entry Test, Type "A —A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588-94 and per FBC 2411.3.2.1, TAS 202 94 7) Standard Test Method.. for :..Determination of Operating Force of sliding Windows and Doors per ASTM E 2068 -00 along with marked —up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports' No.'s FTL -3820 & FTL -3806, dated 06/09/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.03) C. CALCULAATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010; prepared by AI-- Farooq Corporation, dated 12/09/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. . F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No.'s FTL -5815 and FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated. 02/13/09 and 01/25/08, all signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA's No.'s 09- 1008.05 and 07- 0928.14) 3. Proposal No. 09 -1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. �1 (Submitted under previous NOA No. 09- 1008.05) E -2 • Jaime D. Gascon, P. E: Product Control Section Supervisor NOA No. 12-0223.42 Expiration Date: November 06, 2013 Approval Date: May 17, 2012 E S Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) • 4. Laboratory compliance letter for Test Reports No's HETI -05 -1448 and HETI415 4953 issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05, both.. - signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No. 05-0720.01) 5. Laboratory compliance letter for Test Reports No.'s FTL-3820 and FTL -3806; issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, all signed and sealed by Jol`ep — C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.03) G. OTHERS 1. Notice of Acceptance No. 09-1008.05, issued to ES Windows, LLC, for their Series "1000/ 1050 Aluminum Single Hung Window — L.M.I. ", approved on 12/30/09 and expiring on 11/06/13. Jaime D. Gascon, P. E . Product Control Section•Supervisor .s "t; r NOA No. 12-0223.42- Expiration Date: November 06, 2013 Approval Date: May 17, 2012 E -3 o 1/8° ANN. GLASS .090° INTERLAYER SENTRYGLAS BY ' DUPONT' 1/8° ANN. GLASS SILICONE DOW CORNING 795/983 GLASS TYPE 'A' SILICONE DOW CORNING 798/983 ALT. GLAZING OPTION SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN•D. GLASS .090° INTERLAYER .090° INTERLAYER SENTRYGLAS BY ' DUPONT' BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 1/8° HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 GLASS TYPE 'B' 5/32° HEAT STREN'D. GLASS .090° INTERLAYER SIUCONE DOW CORNING 795/983 GLASS TYPE 'C' 5/32° HEAT STREN'D. GLASS .090° INTERLAYER BUTACIE PVB BY ' DUPONT' SENTRYGLAS BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 1/8° HEAT STREW!). GLASS g SIUCONE DOW CORNING 795/983 8 GLASS TYPE 'B' GLA'4WG_DDPIION5 SIUCONE DOW CORNING 795/983 GLASS TYPE 'E' 1 MAX. H ' ' /SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I I 8° MAX. HEAD /SILL 8" MAX. CORNERS HEAD /SILL CORNERS II 11 II II H T/ II II u II 1 —" 47 1/8° D.L. OPG. 49 15/18' VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (STD. SILL) 10° MAX. HEAD /SILL J a D SERIES- 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WIDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDTOONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 47 1/8" D.L. OPG. 49 15/18" VENT WIDTH 5.3 1/8° WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) 0 THESE WINDQIVS'ASE.RATFD.FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS A '{SOT (/REQUIRED. • gtrVJA4AD AHMAD•, HA. e 0592 VIiODUCI'RRVLCBD with the Flog& : I • Sultana a° 7- A iA Accept= No 1." A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATMIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ttli COMM g 8 drawing no. W03 -56 shoat 1 of 8 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE DIVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fu =177 KS1. Fy=155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c m 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCH AT JAMBS f'm 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: W1 = 1 -1/2" X 3 /16 "WEEPHPLES AT 4" FROM EACH END W2 = 1 -5/16" NQXCk A'1" ACH'•{-,ND SERIES -1000 VENT WITH SPRING LOADED LATCHES .Eqs W 8 AH 'RA. :0592 ' PRODUCTRBVISBD C i1S78 to y thoFlorids Asseptanso No 011 V ID n' as 21 0 8 gAgiooze ia 01110 8 N m 'mss I (� M NI v I � to i I p o •c° 14 B 8 0 1a drowing no. W03 -56 (sheet 3 of 8 TYPICAL ANCHORS SEE ELEV, FOR SPACdNO 1BY W000 BUCK 6 OPTIONAL TO BOTTOM LATCH OPTIONAL TO BOTTOM LATCH Nf, i'•iose2'•: PAODUCTRBVISRD L r aswmplyingwithtberdnida °GILD .42 TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -1050 VENT WITH SWEEP LATCHES drowing no. W03 -56 sheet 4 of 8 MIAM1 -DADE COUNTY APPROVED MULLION SEE SEPARATE NM TYPICAL. ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM @ PART # READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /RSMARICS 1 ES1001 1 FRAME HEAD 8083 -T8 - 2 ES1002 1 FRAME S81 (STD.) 8083 -78 - 2A ES1101 1 FRAME SILL (HI-RISE) 8083 -76 - 3 631003 2 FRAME JAMB 6083 -78 - 4 ES1005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 8083 -78 - ES1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 8083 -T8 - 5 631004 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6083 -18 - 9A 632004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 8083 -T8 - 58 80 631052 1 STO. VENT TOP RAIL (FOR SWEEP LATCH) 8083 -78 - 681053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 8083 -78 - 6 631008 1 VENT BOTTOM RAIL 8083 -T8 - 7 631007 2 VENT SIDE RAIL 8033 -75 - 8 631008 AS ROD. GLAZING BEAD 6083 -T8 - 84 ES1103 AS ROD. SWARE GIAZNG BEAD 8083 -75 - 9 ES1009 2/VENT SPRING LOADED VENT LATCH 8083 -15 AT 8" FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 99 88 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH 5415 10 651012 1/LATCH LATCH SPRING ST. STEEL - 11 631010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 11A ' 12 27 -425 #8 X 1" AS REOD. 20 (8.42(NG GASKET EP041 DUROMETER 80 SHORE "A' FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS REM. PILE ST/STRIPPING WITH PLASTIC FIN - AMESBURY OR EOUN. 15 03008190 AS RE00. FRAME SILL W'STRIPPING - 0 -10N2 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 18 651013 2 SASH STOP - - 19 651505 - FLUSH FRAME ADAPTER 8083 -75 OPTIONAL 20 - 1 5/18" BOX SCREEN - OPTIONAL WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS_ SEE ELEV. FOR SPACING 1/4° MAX. SHIM SERIES -1000 SERIES -1050 METAL STRUCTURE EA91 . fA�Mt A8mAp. P PLA E ® 7 .q PB2 A E 1 oxtonuarmwraw gg with dm Florida Building CcdO go E g 86 iiiio 2$3 ZJ 8 0 41 SS V 1 S drawing no. W03 -56 (sheet 5 of 8 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. ALT. ?.. Ed TYPICAL ANCHORS SEE' ELEV. FOR SPACING Ed Li TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS. SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISE) es complying with Ow Florida AD Cede I i U Control V e 0 g 2 m C • drawing no. W03-56 sheet 6 of 8 .77}0 2.199 .082 b - 1.130 - 1.130 (U ro COMP- MA \W03- 56ESW1 999 .71 2.330 862 809 780 1.344 .052 2.083 1.344 L STD. sa sERIES .052 2.083 .389 R. tgo 3 a. 8 g Q' S1 irg �7 y r 8�3 .80� �0 .550 -m .930 STD. VENT TOP ® SERIES -1000 .813 .930 VENT TOP -1050 .813 b I L .837 y aa9z x.zes -�I to FLUSH FRAME ADAPTER Q FRAME HEAD RAIL - RAIL O SQUARE GLAZING STOP 2,186 1.830.078 - 1.122 - .913 1.830 .930 1.830 1.130 .930 1.421 1.280 N 1 2.083 b 1.250 ts3 ��JJJ .080 ..083 2.330 1.142 .062 ,,.A00 8 • /� H.D. ®- .062 ® H.D. 062 Q VENT 760 LATCH t b- 1.344 -.I ® FRAME JAMB g 1 1 r E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 624 -7775 FAX (305) 624 -7777 -4.582 VENT TOP SEPoE9 -1000 I RAIL - II -.1.5622 B TOP RAIL 328 . �- 147 .082 892 4 992 1 .543 ` �k- GLAZING t, SCALE Iii +1•.SO WEDGE 1:1 3 Q GLAZING BEAD . - .082 1.280 �� 1 .212 - -100(1 1.879 .082 - t 2.181 �4 .888 - .949-1 .715 ® MSERIES O 1.212 - M 10 R -50L .8.57 1 X08 92, +,JO .813 1 1 Q a 8 s F 1, , ; ', , ,...' ' 1.230 .489 r 2.188 .082 L 1.434 0 VENT SIDE .813 --° •c RAIL a 06 VENT 1.149 BOTTOM RAIL 2.457 .082 3.127 V o o p ' v ° ° a 2.457 .062 - 2.502 ,335 s_.: , 'T "a > . -.x. ‘,, . -i .710 aqkr\ , 1t `sla P ,§ o c `u� �ise l.. . - `. 2' ; ' i � .0� .- . tlttonucTit mseD m 91e Florida '0 ��"" Ao7prence tvo Z0.- { Z .874 1.678 - SILL (STD.) .874 1.679 -d \`J FRAME 1 1L/ _..... .r> drawing no. W03 -56 ! at •';tl.Ll)'1 'lt1r.8,,, I ... 'ado Product , nnot 2.331 ® FRAME SILL (HI -R SE) sheet 7 of 8 ) VENT CORNER DFTAII. FRAME CORNERS DETAIL ;time „wits. PRODUCT RIMMED ': CAN`S 39 i u'uUdiag Cads = ying with Um Florida c; fctptaace No 12 -4Z QZ •• . ialsatio Da 3 • Miami Dab DEC 0 4N11 mILu 0 1 c 1 C k drawing no. W03 -58. (sheet 8 of 8 MIAMI. COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2000/ 2050" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10, dated 08/27/03 with revision "G" dated 05/15/12, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmed, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 1008.06 and consists of this page 1, evidence pages E -1, &-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.mtamidade.gov/pera/ /pera/ r MIAMI•DADE CO APPROVED NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 Page 1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 0910.02, 07- 0928.13, 08- 0527.13 and 09-1008.06) 2. Drawing No. W03 -75, titled "Series -2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 10, dated 08/27/03, with revision "G ", dated 05/15/12, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A A" sliding window, Grade 10, Level LV 1 per ASTM F 588 -04 / 07 and per FBC 2411.3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A -A" sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411.3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5338 and FTL -5475, dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0527.13 and 07-0928.13) Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 12 -0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E -1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A —A" sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Re ports No.'s FTL -3809 and FTL -3804, dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al— Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 for their "DuPont Sentry Glass® 01/14/17. 2. Notice of Acceptance No. 11-0624.01 for their "DuPont Butacite® PVB 12/11/2016. E -2 issued to E.I. DuPont DeNemours & Co., Inc. Interlayer" dated 05/26/2010, expiring on issuedto E.L.DuPont DeNemours & Co., Inc. Interlayer" dated 09/08/2011, expiring on Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, B.S. . Windows -- Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. Laboratory compliance letter for Test Report No. FTL -5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 1008.06) 4. Proposal No. 09 -1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 09- 1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL -5338 and FTL- 5475, issued by Fenestration Testing Laboratory, Inc.; dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA's No.'s 08- 0527.13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL -3809 and FTL -3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0910.02) G. OTHERS 1. Notice of Acceptance No. 09-- 1008.06, issued to ES Windows, LLC for their "Series 2000 Aluminum Horizontal Sliding Window — L.M.I. ", approved on 12/30/09 and expiring on 11/06/13. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12 -0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E -3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES - 2000/2050 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TkbIED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I -NHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 111° 8° MAX. HEAD /SILL CORNERS MEEPHOLES SEE SHEET 4 O WINDOW WIDTH 10° MAX, HEAD /SILL I II I II �I I' I� jl �I -- I 1� � / I / i Ilkkkk / / / /�� -- 11 IF I 1� _-_-lam 4-. I _____L lL _ II II i ! I1 iI I� - ---ll-y/-f_ -IL - == u�1� h - __11.'x/_ lL II ii �I ii 4 =- --lk:.0-IIL' II __ 11 _ _ lL *._c. 11 Il- I 1-4—,4,. 11 If 33 1/2° 33 3/8° .33 1/2° ` 37 5/8" VENT WIDTH D.L. OPG. TYPICAL ELEVATION SERIES 2000 PRODUCTREVISED as ooamplyingwI*h 1ho141odda Building Cab Aeaepta1 eN0 •0.0. S' 4 fri ,,-J • /3 D.L OPG. 37 5/8" VENT WIDTH FALSE MUNTINS (SURFACE AYY 00 USED LIED) 0I0 m LAMINATED GLASS LARGE MISSILE IMPACT Engr. ,IAV�AMMAD" FLA. OE d 70592 C. 3538 raIV a 5 5 1 O n 0 0 i 8 0 q yi 5 0I droving no. W03 --75 (sheet 1 of 9 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL 81. 2. 3 & 4) SEE DETAILS BELOW FOR EXT( +) LOAD UUITATIONS B.D. MTG. RAIL (SILL *3 & 4)** GLASS TYPE 'A' GLASS TYPE 'B' CIA33 TYPE 'AI' GLASS TYPE 'BL' GLASS TYPE 'C' GLAD TYPB 'b' GLASS TYPE 'Al' GLASS TYPE 'E1' GLASS TYPE 'D' GLASS TYPR 'E' MOTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 8XT.( +) INT.( -) EXT.( +) INT.( -) 28 -1/2° 37" 53 -1/8° 74' 26° (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 28 -1/2° 37° 53 -1 /B" 74" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 38 -3/8° (3) 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 28 -1/2° 37" 53 -1/8° 74° 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 50 -5/8" (4) 4 70.0 80.0 70.0 99.0 70.0 80.0 80.0 80.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 - - 70.0 80.0 70.0 80.0 80.0 90.0 28 -1/2° 37° 53-1/8° 74° 83 (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 87.3 70.0 90.0 70.0 80.0 80.0 90.0 5 42.6 48.7 70.0 88.8 70.0 80.0 80.0 90.0 7 - - - - - - 80.0 90.0 24° 38" 48' 80° 72" 22) 3 70.0 80,0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 130.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 36° ° 48 80 ° 72° �3 ) 3 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 38° 48° 68" 72" 48 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38" 48` 60° 72" �) _ 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 45.1 51.0 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 787 70.0 78.7 80.0 90.0 A N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STO. SILL WITHOUT RISER STD. S . WRH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF UNIT EXT.( +) LOADS TO 70.0 PSF HI -RISE SILL WITHOUT RISER ** SEE DETAILS BELOW FOR EXT( +) LOAD LIMITATIONS 10 -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 67.5 PSF LOOT EXT.( +) LOADS TO 80.0 PSF 870. MTO. RAIL 5-2000 STD. MTG. RAG. S -2050 H.D. 1HTG. 11. S -2000 H.O. MTG. RAD. S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Ehgr: JAC�AHMAD FLA. PE t57308592. C.A.N. 3535 7092 nn ^1Py V 5 ppp� 1 t3 2 M 0° 9 5 1 e a tl 0 0 drawing no. W03- 75 sheet 2 of 9 1/8° ANN. GLASS .090° INTERLAYER SENTRYGLAS BY ' DUPONT' 1/8' ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" ANN. GLASS .090" INTIMATER BUTACITE PVB BY 'DUPONT' 1/8° ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 3/16" ANN. GLASS .090° INTERLAYER SENTRYGLAS BY ' DUPONT' 3/18° ANN. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'C' 1/8" HEAT STREN'D. GLASS .090° INTERLAYER rSENTRYGLAS BY ' DUPONT' II 1/8° HEAT STREN'D. CLASS SIUCONE DOW CORNING 795 GLASS TYPE 'Al' 1/8° HEAT STREN'D. GLASS .090' INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 8/32° HEAT STREN'D. CLASS .090° INTERLAYER BUTACITE PVB BY ' DUPONT 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 798 GLASS TYPE '1)' 5/32° HEAT STREN'O, GLASS .090° INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D, GLASS SIUCONE DOW CORNING 795 SILICONE SILICONE DOW CORNING 795/983 6/16" LAM. GLASS PRODUCTRBV18BD as comPl7ing with tbuFladda AccepwaceNo giro n Mond D CwHro /3 DOW CORNING 795/983 7/16" LAM. GLASS ALT GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. Enwl JAW10 5 11AD fU,' PE i5731592 70592 C.AN. qR� i� 2 e .2 .8 g =1 drowing no. W03 -75 sheet 1.1 of 9 DESIGN LOAD CAPACITY - PSF (X0X SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL •1, 2. 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS B.D. MTG. RAIL ** (SILL •3 & 4) CLASS TYPE 'A' GLASS TYPE 'S' GLASS TYPE 'AI' GLASS TYPB '31' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'RI' OLA99 TYPE '0' GLASS TYPE '10' 8107H HEIGHT EXT.( +) INT.( -) EXT.( +) 1974-) EXT.( +) INT.( -) EXT.( +) INT.( -) 74' 108 -1/4° 11r 26 7 70.0 80.0 70.0 90.0 70.0 60.0 800 90.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 10 - - - - - - 80.0 90.0 74° 106 -1/4" 111" 3� -3/e° (3) 7 70.0 80.0 70.0 80.0 70.0 80.0 80.0 80.0 10 70.0 80.0 70.0 00.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 108 -1/4" 111° 50`45'8' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 10 - - - - - - 80.0 90.0 74' 108 -1/4" 111° 83 (8) 7 48.4 51.9 70.0 80.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 00.0 72" 84° 98° 108" 24" (2) 7 70.9 80.0 70.0 90.0 70.0 80.0 80.0 80.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 10 70.0 80.0 70.0 90.0 :70.0 60.0 80.0 90.0 72' 84° 98" 108° 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 100.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84' 08° 108° 48° (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 80.0 70.0 80.0 80.0 80.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 72' 84° 98" 108" 80' (8) 7 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 47.8 54.4 70.0 80.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 81.0 00.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER (1/310) 4 (1 /3W) (1 /389 OPERATING VENTS TO 08 1/3 OF THE WINDO STD. SILL WITI1 RISER LIMIT EX0.( +) LOADS TO 53.3 PSF UMR EXT.( +) LOADS TO 70.0 PSF WIDTH ** SEE DETAILS BELOW FOR EXT( +) LOAD LIMITATIONS >as0 879 RA9, 8-2000 MIL URD RAD, 8-2080 B.D. BT8. 981. 9-2000 HI -RISE SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 58.7 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF n_D1.7..) 3a 0-2098 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL *1, 2, 3 & 4) SEE DETAILS DELOW FOR EX7( +) LOAD MOUTONS I.D. MT0. RAIL (SILL 43 & 4)** 01.489 TYPE 'A' GLASS TYPE '9' GLASS TYPE 'A1' GLASS TYPE '131' GLASS TYPE 'C' OLA99 TYPB 'D' GLASS TYPE 11' GLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.( -) EXT.( +) PIT.(-) EXT.( +) INT.( -) 74° 106 -1/4" 111" 28" (3) 7 70.0 80.0 70.0 90.0 70.0 85.0 80.0 80.0 10 70.0 80.0 70,0 80.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4" 111° 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 50 -619° (4) 7 - - 70.0 80.0 70.0 80.0 80.0 90.0 74° 7 - - - - - - 80,0 90.0 72" 84' 98° 108" 24° (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 81.0 90.0 8 700 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72° 84° 98" 108° 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 8 70.0 81.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 00,0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 80.0 72" 84 °) 98° 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - - 80.0 90.0 72° 80° (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 HT -RISE SILL '44TH RISER A = N0. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB (1/410) (1 /2W) (1 /4W) 1 i. OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH PRODUCT REVISED as onapIym3 wins dm Florida Building Acceptance No12 -O. 3.4k, .:,.,. ! T °o /3 Miami ade Pro. Dat Co01m1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130O -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Erapr: JA AD AMMO CIVIL N 3538592 S Z gg 81 OHIO 1 T3 0 :F 8 8 0 drawing no. W03 -75 (sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING A 0 J 0 j� 0 V1111....1 Ilre4CL in1041411 411. Ct Er./ i■=1111Arai I IF W1 Ed 4" METAL STRUCTURE gi TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING IMWJI —DADE COUNTY APPROVED ii MULLION & MULLION ANCHORS II !SEE SEPARATE NOA II I Ed �I II II _ uI TYPICAL ANCHORS SEE ELEV. FOR SPACING Ogi TYPICAL ANCHORS — SEE ELEV.---"'-- FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fum177 K51, Fy.t55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY N14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 °) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed a ANCHOR EDr DICTANY:F INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'e = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES; WI = 1- 13/16" X 1/4° WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END ° '' 1eY WOOD SUCK PRODUCT REVISED Btatdtn9� IharmTiaa NO�� uot Control SERIES -2000 SERIES -2050 Engr JAVA AHMAD CIVIL FIA. PE A 70692 CAN. 3538 0334' full`u Gi z 1 0 2 °888-9 c u droving no. W03 -75 (sheet 4 of 9 TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. A0 %Ili - roll wig Ig sainTir o • TYPICAL ANCHORS SEE ELEV. FOR SPACING �r- _ -�'1 IMIAAiI -OADE COUNTY APPROVED I1 I IMUWON & MULUON ANCHORS I 11SEE SEPARATE N0A II II II 7.7.73j TYPICAL ANCHORS SEE ELEV. FOR SPACING ITRM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARXS 1 ES1003 1 FRAME HEAD 6063 -78 - 2 ES2001 1 STD. FRAME SILL 6063 -76 - 2A ES2012 1 HI -RISE FRAME SILL 5083 -T6 - 3 ES2003 1 FRAME JAMB 6083 -T8 6063 -76 - 5 ES1005 1/ VENT FIXED RAIL (8- 2000) - 58 ES1051 1/ VENT FIXED RAIL (S -2050) 6083 -76 - 6 E51004 1/ VENT STD. VENT MEETING RAIL (5 -2000) 8083 -T8 - B4 ES2004 1/ VENT H.D. VENT MEETING RAIL (5- 2000) 6063 -76 - 68 151052 1/ VENT STD. VENT MEETING RAIL (0 -2050) 6063 -76 - 6C ES1053 1/ VENT H.D. VENT MEETING RAIL (S- 2050) 8063 -T6 - 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 8063 -T5 - 8 851006 1/ VE417 JAMB STILE 8053 -75 - 9 • 801008 AS REGD. GLAZING BEAD 5063 -75 - 9A 851103 AS REGD. SQUARE GLAZING BEAD (5/16" GLASS) 8053 -15 - 98 ES1017 AS REGD. SQUARE GLAZING BEAD (7/18° GLASS) 8083 -75 - 10 ES2002 1 SILL TRACK INSERT 6063 -75 - 11 152011 AS READ. STD. SILL RISER 6063 -75 - 12 181009 2/ VENT SPRING LOADED VE4I7 LATCH 6063 -76 AT e° FROM ENDS 12A 9.203 2/ VENT SWEEP LATCH ZAMAK AT 11° FROM ENDS, BY INTERLOCK 128 /8 X 1° 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS EH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 019251N AS REGD. FOAM FILLED FABRIC 7/STRIPPING - SCHLEGEL 15 #8 X 1° AS REOO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3° 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 18A #t0 X 4° 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. 5M5 17 W23211N0 AS RECD. VENT & FIX. RAIL W'STRIPPONG - ULTRAFAB 18 W23291NG AS RECD. FRAME JAMB 7/STRIPPING - ULTRAFAB 19 WPHL -100 2 BAFFLE, AT 3° FROM EACH END - M & M PLASTICS 20 #6 X 1/2° 2/ BAFFLE BAFFLE SCREW - f.H. SMS 21 ES1010 AS REQD, GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21.1 154013 AS REOD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21A 27 -425 AS READ. GLAZING GASKET EPDM DUROMETER BO SHORE 'A' 22 852007 4/ VENT ROLLER HOU5ING & WIDE PLASTIC - 23 ES2008 2/ VENT ROLLER MASS /07. ST. - 24 152005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1° X 3/4° X 1° LONG 26 - 1/ VENT 5/16° 80X SCREEN - OPTIONAL 27 151505 - FLUSH FRAME ADAPTER 6083 -T5 OPTIONAL PRODUCT REVISIP se sompWls8wRUtOK9dltl® &IRdme� .. AP '.I,• it r4r z a 1 8 F 6 1 drawing no. W03 -75 sheet 5 of 9 1 1 i 1 f4° MAX. METAL STRUCTURE VENT WIDTH STD. 1/4' MAX. SHIMS v > 1BY WOOD BUG( TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT Ox OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 HEAVY DUTY 1f4" MAX. SHBIS ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACMO r -- T WINDOW WIDTH WINDOW WIDTH .. ' PRODUCT BE4{tIQ18aaYanei Building Colo Aoapmnaa No Imo SERIES -2000 VENTS WRH „SP,RUNG” LOADED LATCHES eta': .LAVAD *WAD FLA. PE CIVIL 70642 CAN. 3536 A yWn 2 A 1 L.; a a drawing no. W03-75 sheet (:)f 9 1/4° MAX. SHIN METAL STRUCTURE VENT WIDTH 1/4° MAX. SHIMS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIMS IBY WOOD BUCK HEAVY DUTY XOX LAYOUT WWI —DARE COUNTY APPROVED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCTREVISSD A.coap�,oa NO Miami Pro sot 03.46 SERIES -2050 VENTS WITH SWEEP LATCHES u O 6 U k drawing no. W03 — 75 (sheet 7 of 9 1 .715 s }- .857 - .837 2.083 .082 2,083 .082 , /Ir �� 1Y i --. y�i i N 8 QQ 2.188 2.330- 1242 .082 �I 4 1 Boa i -I - 1 082 I 1°.147 329 9� STD. MEETING 1.130 .9 0 1.130 or- .803 .050 .0 O VENT 2 1.434 .88 J 1 Q GLAZING BEAD - STD. MEETING .837 .930 TOP /BOTTOM RAIL L 250 - RAIL 1.280 - RAIL 1.421 O SOUARE GLAZING STOP 813 2.I BB .082 g(as Q .930 FRAME 1.400 --.. HEAD � .780 Q SERIES -2000 ® SERIES-2050 1.122 2.083 2.083 .oex .992 �°1.118 .078 1.230 .082 -1 .8r .203 .080 1.149 0 T --k TTT • BB .930 .930 .930 1.830 .813 2.996 489 ® . 1.250 JAMB STILE .813 © VENT LATCH 98 .837 .082 2.375 .� 77� I 2.180 082 J, .500 r7 H.D. MEETING 1.250 RAIL H.D. MEETING II . 1.250 -1 RAIL ® SERIES -2000 ® SERIES -2050 SQUARE GLAZING STOP 2.181 2.130 k� a.. 1 2.113 1.878 - .994 .082 2 O STD, 2.330 FRAME SILL (. FLUSH FRAME ADAPTER 2.392 - �b2 2.555 � 1.212 .892 1.212 .992 1.878 .888 082 1.250 FIXED SERIES -2000 RAIL ® .082 1290 .. FIXED RAIL SERIES -2080 .982 I.118- .983 .079 I L.980-.I .719 ® FRAME JAMB .813 3.437 .078 .082 2.818 • ,. iiiaso Cyn 1 21h§ h 1 g § .088 - b f .048- 2.500 a .zIgi!I 2 '° & - *I ii e L___2.330--.1 ® HI -RISE FRAME SILL 1 t SILL RISER RISER g0ow,.e g y ° o S ° .--. t .188 b .082 .25o 'j�j I ` 'S 2, 3281 ,---• -250 .115 GLAZING WEDGE SCALE 1;1 224 - . .388 ® PROnucrREVISED us complyWBwhh the Florida MOM% C0611 . dip N . . rl:rir ;.. /'a' r Mimai t iNedoet Engr: JAVAD AHMAO c w 4.t, X82 j' .312 l .098 10 SILL TRACK , droving no. W03 -75 sheet 8 of B1 FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 NE Qnaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade,8ov /pera/ This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4000" Aluminum Sliding Glass Door — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by AI- Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. Glass lites wider than 36" shall have two setting blocks per FBC requirements. 2. Exterior (positive) design pressures, are Iimited to +70 PSF w / 21 /2" sill and to +80 PSF w/ 31/4" sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0210.07 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. APPROVED 7S l i�gZ 5� NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 Page 1 ES: Windows,.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer'•s die drawings and sections. (Submitted under previous NOA No. 08- 0204.06, 04- 1117.05 and 03-120802) 2. Drawing No, W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A -A" sliding door, Grade 10, Level LV 1 per ASTM F 588 and per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., for the following Test Report(s) No.('s): a) FTL -5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08- 0417.03) b) FTL -4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04- 1117.05) c) FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., (Submitted under previous NOA No. 04- 1117.05) d) FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03 and FTL -3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03- 1208.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AI- Farooq Corporation, dated 03/09/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 E -1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. - for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS I. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 03/05/12, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows — Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. Laboratory compliance letter(s) for the following Test Report(s) No.('s): a. FTL-5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08- 041703) b. FTL -4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04- 1117.05) c. FM-4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., (Submitted under previous NOA No. 04-1117.05) d. FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03 and FTL -3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. - (Submitted under previous NOA No. 03-1208.02) G. OTHERS 1. Notice of Acceptance No. 08- 0417.03, issued to ES Windows, LLC for their "Series 4000 Aluminum Sliding Glass Door — L.M.I. ", approved on 04/01/09 and expiring on 03/18/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12- 0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 E -2 sheet 1 of 8) a .5n SERIES -x}000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 192° MAX 6° MAX DOOR WIDTH 18° MAX CLUSTER OF ANCHORS AT HEMVSILL (STILE LOCATIONS) HEWSILL CORNERS A HEAD /SILL SEE DETAIL ON SHEET 3 D.L. OPG. I I 1 1 I 1 C 1 1 1 I` I! 1 l, 43 11/18° MAX., l I I I I 49 1/18° MAX. D.L. OPG. V PANEL WIDTH 49 8/18° MAX. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. raontienanneen to aam/ging Po Wow( FioNdM ANoi2- 03tZ.ti3 ecepten Engis JAVCAD ML AHMAD FLA. PE # 70592 CAN. 3338 WAR 092012' raI,u Z gg 2g 1. 8 04 .0 01110 th o 0 vo a C $�ffiO h t drawing no. W03 -100 sheet 2 of a) 3/18° H.S. GLASS .090' INTERLAYER SENTRYGLAS BY 'DUPONT' 3/18° H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE -0 3/16' H.S. GLASS .090' INTERLAYER BUTACITE PVB BY 'DUPONT' 3/18° H.S. GLASS SILICONE DOW CORNING 795 -0 XO (SHOWN) OXO (SHOWN) OX XXX xx GLASS TYPE 'B' '0 -0 XXX (SHOWN) 9 5/32° HEAT STREN'D GLASS .090' INTERLAYER BUTACITE PVB BY 'DUPONT` 1/4' HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' SEE SHEET 3 FOR X0 OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (AU. CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', '8' OR 'C' P tmsulWWII 80408 Dom HQWO INCHES NO REINIFOR'G MEDIUM REINFOR'G HEAVY RE1NF'G EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) in (-) 30 38 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 36 42 48 98 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 OX XO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 4- 4- 4- j -0 G 4. ' OX XO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 4- 4- 0 OX XO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 4- 4- - XXXO(SHOWN xxxx NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PRODUCTRBVISBD as complying with the Plodda- A ncNNo 12-0312.03 9 f Convo 092012 1 d a 1d 4 9 d �oq `T •0 1s 4 d owing no. W03 -100 CLUSTER OF ANCHORS SEE DETAIL 8ELOW 72° 8" MAX. TYP. HEAD /SILL CORNERS 2 g 1 c DOOR WIDTH • Lil © o 15° MAX. TYP. HEAD /SIU 31 3/8" AL OPO. .31 3/8° 37" PANEL WIDTH D.L OPO. 3r PANEL VAOTH TYPICAL ELEVATION XO ON low 4- OX APPROVED CONFIGURATIONS ka SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (05 OR 50 ONLY) GLASS TYPES 'A' OR 'E' HEAVY REINF'G (SEE DETAIL SHEET 5) PANS. WIDTH Nom, MNCNES HEIGHT DOOR DOOR ( +) NT. (-) 30 80.0 103.0 38 sc 80.0 103.0 80.0 103.0 42 45 80.0 103.0 30 98 80.0 103.0 38 80,0 103.0 30 100 80.0 103.0 38 80.0 103.0 THE SHOWN EXT. (+) LOADS REQUIRE 3 -1/4° SILL HEIGHT (OTL 81 ON SHEET 4). REDUCE EM.( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2° SILL HEIGHT IS USED INT.( -) LOADS REMAIN UNCHANGED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 8° RETAINING CUP AT HEAD & SILL n o 0 0 t 1/2° 1/2° 7° DETAIL CLUSTER OF ANCHORS AT STILE ENDS Engr:, AAYAD AFMIAD Clues FLA. PE t_7_05# C.A.N. J838 as PRODUCTRBVISSO coarplying with ess Magda Dublin Gads A09 pten9ONo /• g10,hnt "4" MiO1ni TDato MAR 092012 Z O �0 8 0 LL 8 0 0 4 1 e k drowing no. W03 -100 (sheet 3 of 8) 3/4- MW. 9 /i8° MIN. TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS 3 PER CLIP IBY "WOOD• BUCK da W3 TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS 3 PER CUP 4d HIGH STRENGTH GROUT NOT BY E.S. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE MIAMI -DADE COUNTY APPR'D MULLION STEEL = 1/8" 1•5. MIN. ALUMINUM a 1/8° THK. MIN. (8083 -T5) SEE SEPARATE 805 M TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PASTS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS 3 PER CUP SEE ELEV. FOR SPACING TYPICAL ANCHORS W PAIRS 3 PER CUP SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACONS BY 'ELCO' (Funt77 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE s cRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 812 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'c = 3000 PSI MIN. MASONRY I'm 1800 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEF.PHOLES: WI = 1 -3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2° FROM EACH END P> RR MOm lylnSwiAs the Vloada E11did1O8Cado � 3 AccoPWlooNo.�a evo D, , �7 / /.` Go /g .- .I - •COalIO Enpn AAVAD AMMO DIVA. FL. AN. PE 9 3 75592 C538 09 U9 2012 if ,v 8 z ill g O g' g 119 4 us 1/JQ(13'n 3 N Can M s .5 0 n 0 R 1 a g c , 4 tl drawing no. W03 -100 sheet 4 of 8 2BY WOOD BUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH 1/4° SHIM 0 limum - Him iZAIIIII III. Lf=,.,�.� +!!BY'rO/ littii' - SCREEN OP L- - -- TYPICAL ANCHORS IN PADS SEE ELEV. FOR SPACING STRUCTURES METAL FIX. PANEL ON C INSIDE TRACK I/4` MAX. SHIM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING DOOR WIDTH ASTRAGAL STILE EXTERIOR DOOR WIDTH INTERLOCK STILES PANEL WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING N MtODUCTREWSED EXPBXBON A t I2 -'3 2.03 > :. - 1111' r.�g. 5 0 0 0 L drawing no. W03 -100 sheet 5 of 8 0 1 INTERLOCK STILES O SCREEN OPTL - --- MEDIUM REINFORCINCr AT EXT. INTERLOCK & ASTRAGAL STILES SCREEN OPTL - --- NO REINFORCING ITEM 0 PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPIJER /RMARKS 1 ES- 4001 -1 1 FRAME HEAD 8083 -T8 - 2 ES- 4002 -1 1 STD. FRAME SILL 8083 -18 - 2A - 1 HI -RISE FRAME SILL 8083 -T6 - 3 ES- 4003 -1 1 FRAME JAMB 8083 -T8 - 4 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAI1. 8083 -T5 - 5 ES- 4005 -1 AS REQD. LOCK STILE 8083 -T3 - 6 ES- 4008 -1 AS REGD. INTERLOCK 8083 -T3 - 7 ES- 4007 -1 AS RECD. FEMALE ASTRAGAL 8083 -15 - 8 ES -4008 AS REQD. TOP & BOTTOM RAIL STIFFENER 6083 -18 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CUP, 8° LONG 6083 -18 - 13 ES -4013 AS RECD. AS RECD. GLAZING WEDGE BOTTOM RAG. GLASS STOP - NEOPRENE - 14 ES -4014 - 14A ES -4019 AS REQD. SIIJCONE STOP NEOPRENE - 15 W23241NK AS REQD. STILE & JAMB W'STRIPPING - GLASS PANELS. ULTRAFAB IB 028847014 AS RECD. TOP RAIL W'STRIPPING - GLASS PANELS. ULTRAFAB 17 ES -4018 AS REGD. BOTTOM RAG. W STRIPPING VINYL GLASS PANELS 19 #10X1 -1/4° PH SMS 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS 19A 110%1° PH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35 -1933 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4' O.D. WHEELS 21 110 %1 -I/4° PH SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300- TOSS 1/ MOV. PANEL M0RT15E LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - 18 -32 X 1/r FIT MS. ST. STEEL 25 537 1/ LOCK LOXI< STRIKE PLATE PLATED STEEL - 28 110 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 06232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) 18 -32 X 1/2' EH MS, ST. STEEL 28 ES4028 AS READ. SILL RISER 8083 -15 - 29 55 -4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 8063 -15 - 29A ES -4020 2/ PANEL FOXED PANEL CUP (INSIDE PANEL) 6083 -15 FOR OX0 DOORS 30 #10X1 /2° PH SMS 2/ CUP FIXED PANEL CLIP FASTENER - 31 - AS READ. 1/4° X 1 -1/2° REINFORCING BAR STEEL - 32 - AS REQD. 1/2" X 1 -1/2 REINFORCING BAR STEEL - 33 P380240K AS REGD. 3° LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND S01 34 - 2/ SIDE BUMPON NEOPRENE - PRODUCTREVISDD _ BuRdID0 ��1pL Oi 03 �Co0e Almon.=Na am a'I 'V Engn JAVAO 4WD CPAL I1A PEA 70592 CAN: 3538 092.012 `v , $ z p� 0 11 ir 0& 0. ZIPff4 oil 01110 0e I a i4 c .4 -d! vd .�i 8 o$ a8 8 Ei 2 cn 2 drawing no. W03 -100 (sheet 6 of 6 ) #10 SMS 2 PER LEG FIX. PANEL CUP 3/4° X 2" X .090" ALUM ANGLE X 10 SMS.. 2 PER LEG FIX. PANEL CLIP 3/4° X 2-5 .090° ALUM ANGLE 0 NOTE: USE INTERLOCK & ASTRAGAL REINFORCING AS PER TABLE ON SHEETS 2 & 3 X ri„,„. .$,...._ , ,...... _i _ IIII FIX. PANEL CLIP 3/4" X 2" X .090° ALUM ANGLE #10 SACS 2 PER LEG XOXXOX CON.FIGURATLQN PRODUCFRIOVISBD oomplyingwlit 11WFlorida „ ,t ,ot2- o3i2.03 By1,�...':..et.. Contra Engn. JAVAD AIMAO 0109, FLA. PE B 0992 C.A.N. 'w� AM 482012 Et h 0 lel Y. k ti drawing no. W03 -100 shoat 7 of 8 0 1.812 4.311 FRAME HEAD 0 LOCK STILE A-.344 951 078 1.317 .500 0 RAIL STIFFENER 0 PANEL TOP /BOTTOM RAIL 0 FRAME JAMB 2,750 1.873 1.887 .938 .812 0 INTERLOCK STILE 10 RETAINER CLIP SCREEN TOP /BOTTOM RAIL .088 2.250 1.550 .045 .048 28 SILL RISER SCREEN STILE L .125-' STEEL CHANNEL ASTRAGAL REINFORCING x.280 1.500 1.500 L .570 .887 _.094 1 � h- -1.388 ---I 29 OUTSIDE PANEL FIXED PANEL CLIP .094 to 4,,,u 0 g 8 INSIDE PANEL FIXED PANEL CLIP INTERLOCK REINFORCINOS PANEL CORNER FRAME 801TOM CORNER PRODUCTURVISRD as complying with to Florida Acceptance gc ..3 2.03 ealt Engr. JAVVMHM4D 71A. pE Q_ 70592 0A.N. 3538 BAR Mind nS. c Product Comm in Gy9 0 6 8 S 8 .1 8 0 0 c 0 drawing no. W03 -100 sheet 8 of 8 ) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES-Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmed, P. E, bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0825.03 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786)315--2590 F (786) 315 -2599 www.miamidade.gov /perat 6'6As' NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04- 0712.01) 2. Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F ", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588 -04, Side - Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. B. (Submitted under previous NOA No. 09- 0825.03) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Aa r Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09- 0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 09 -0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOPoDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). A1.1. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD RUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LSTED, SPACED AS SHOWN ON DETALS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENIS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 4 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RA11140 MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE 714414 THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 TYPICAL GLAZING PRODUCT 4.000 �6 8.000 TUBULAR SHAPES ALLOY = X8083 —TB ULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR ` VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SAES AND SPACING PBoD1JCTHEVLSED 98.. Bi SRI �e AcoabmuceN8 12 08.3 1.- ./ArPrZ' /. MLm1t1 Dude Product Comrol Engn JAVAO CML MA. PE U70592 GAM. 3538 4.000 MAR (182.012. In z O a d drawing no. M04 -04 sheet 1 of 8 1.000 -.125 1.000 _1 �^- 2��. `.125 I f"�20D0 -�{ .280 �u S f 4.000 .323 �{ 1.000 r .,125 I I -.. t - .-.125 6.000 6.000 -�{ 1.000 - .125 2.000 -.128 -t- - .125 -d - .250 3.000 .338 3.000 .725 4.000 5.000 b } e- .125 .125 .338 .323 1 X 3 CUSTOM MULLION 1 X 4 CUST M MULLION 1 X 3 STD. MULLION 6063 -16 X 4 STD. MULLION 6063 -T6 r___ 2. l 125 6063 -26 _-- 2.000-----1 12LE. 8083 -76 2.000 .125 1 2 X5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 4.000 -. -p .-.125 5.000 - .125 6083 -T8 6063 -T6 6083 -T8 Ed a MIN. EDGE Dist 5/8' FOR 1/4" 18" DIA ANCHORS ANGLE 2.000 CL [,,,,,,,44.11p. P --W Etl. 2 X 3 STD. MULLION 6083 -T8 2 X 4 STD. MULLION 6083 -15 6053 -T6 .720 .1.680 - i DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. STD. 1114 STD. I X 8 CUSTOM 1 X 4 CUSTOM STD. STD. HEAVY WINDOW DIMS. 1 TD. 1STD. 1 X 8 CUSTOM 1 2 4 CUSTOM STD. STD. HEAVY iTINDOU DIMS, STD. 1STD. CUSTOM CUSTOM STD. STD. HEAVY STD. STD. STD. STD. STD. STD. WIDTH (W) MULL SPAN WIDTH (7) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8° 28 -1/2" 30° 37° 42" 48' 54° 60° 68" 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 26 -1/2" 30' 37° 42' 48" 54° 60° 86° 72" 74 -1/4° 74.6 140.9 119.1 150.0 150.0 150.0 150.0 19 -1/8° 28 -1/2° 30" 37" 42° 48" 54° 80" 66" 72° 120" - 37.9 27.3 58.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.8 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 180.0 150.0 150,0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 108.4 148.9 150.0 150.0 - - - 28.6 25.2 900 __ 44.1 75.5 88.5 138,8 122.3 149.8 150.0 150.0 150.0 150.0 150.0 150.0 .33.9 64.2 52.4 93.8 131.2 150.0 150,0 - - - 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 55,1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 107.0 118.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 38.7 55.6 91.8 121.7 150.0 - - - - 30.8 46.8 85.9 95.2 150.0 148.8 150.0 150.0 150.0 150.0 21.8 40.8 33.4 59.7 83.5 110.8 150,0 - - - - 28.0 42.3 77.8 87.3 140.1 134.8 150.0 150.0 150.0 150.0 - 37.4 30.6 54,7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8' 28 -1/2° 30' 37° 42` 48° 54" 60° 88' 72° 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 26 -1/2° 30° 37' 42' 48' 54° 60° 86° 72° 84" 51.5 110.1 79.5 150.0 150.0 150,0 150.0 19 -1/8° 28 -1/2" 30" 37° 42° 48° 54° 60" 66" 72° 132" - 28.5 20.5 41.8 72.7 115.8 150.0 138.2 150.0 150.0 150.0 150.0 150.0 180.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 - - - 28.5 48.3 73.7 135.4 97.6 190.0 150.0 130.0 150.0 150.0 150.0 26.6 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.8 59.7 109.8 85.9 138.0 132.8 150.0 150.0 150.0 150.0 23.4 20.5 50,1 38.2 73.3 102.5 135.8 150.0 - - - - - - - - 33.1 29.0 52.6 48.1 98.7 84.6 �I 75.2 120.6 118.0 150.0 150.0 150.0 150.0 43.9 31.7 64.1 89.7 1189 150.0 58.8 1073 103.1 190.0 150.0 150.0 150.0 - 39.0 282 57.1 79.7 105.8 150.0 - - - - 28.7 40.9 75.2 80.2 96.6 92.8 1412 150.0 150.0 150.0 - 35.1 25.3 513 71.8 95.1 150.0 - - - - 23.2 38.8 87.7 54.7 87.8 84.4. 128.4 150,0 150.0 150.0 - 31.9 23.0 46.8 42.x7 65.2 59.8 58.4 150.0 - - - 21.1 33.5 81.5 50.1 80.5 77.3 117.7 160.0 150.0 150.0 - 29.2 21.1 79.2 145.6 - - - - -- 30.7 58.4 18 -1/8" 28 -1/2" 30° 37" 42° 48° 54° 80° or 72° 88" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 25 -1/2° 30" 37" 42" 48° 54° 60° 88' 72° 98" 34.5 74.0 53.3 108'1 150.0 150.0 150.0 19 -1/8' 26 -1/2° 30° 37° 42° 48° 54' 60' 68" 72° 144° - 21.9 - 32.0 55.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 180.0 150.0 24.9 53,4 38,4 78,0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 22.0 47.2 34.0 88.9 109.9 145.6 150.0 - - - 20.4 35.7 58.8 104,3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 65.5 105,1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 58.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 88.7 91.0 150.0 - - - - 223 35.5 65.2 50.9 81.8 78.8 119.5 150;0 150.0 150.0 - 28.2 - 38.3 61.0 80.9 148.8 - - - - - 31.5 57.9 49.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 88.9 64.3 97.8 138.8 150.0 150.0 - 21.4 - 31.3 49.9 88.2 121.8 - - - - - 25.8 47.4 38.2 61.3 88.9 89.8 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.5 43.4 19-1/8" 26 -1/2° 30° 37" 42° 48" 54" 60' 85" 72° 83 °. 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 28 -1 /Y 30" 37° 42° 48° 54" 60' 66° 72° 108° 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE 1118051800 H0RI20NTAL MULLION IN90lE RECTANGULAR SHAPE °� 88.0 141,2 135.7 150.0 190,0 190.0 150,0 - 37.5 27.0 849 95.5 130.2 150.0 cj C i 8 1 it 1 0 $ 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.8 115.0 150.0 83.0 101.2 97.2 147.9 150.0 150.0 150.0 - - 26.9 23.7 - - 39.2 34.8 85,5 60.4 93.3 82.2 150.0 150.0 55.5 89.1 85,8 130.3 150.0 150.0 150.0 GLAZING PRODUCT ICAL ' MMULLION GLAZING PRODUCT d 18 %� 6lAZING � PRODUCT 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 43.2 69.3 68.6 101.3 141.8 150.0 150,0 150,0 - - - 26.8 47.0 63.9 117.4 01.421310 PRODUCT OIAZWO PRODUCT 38.8 62.4 59.9 91.2 127.6 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 118.0 180.0 150.0 - - - 22.0 38.5 52.3 96,1 32.4 52.0 49,9 78.0 1083 140.8 150.0 - - - 20.2 35.3 47.9 88.1 .t ALL LOADS ARE EXT.( +) /INT.( -). N111111 OTE; c : L W1 W2 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED MULLION SPAN e u .13 4 VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) "R011tIGT R$VISBD S A � e ^ TYPICAL MULLION ARRANGEMENTS E "9^ 4AVAD ar5aA0 acomglyi08wf10 the Fiords 3undi»BC(ds IZ'- / ,...; 3 'impasse 14. 1tI/! 20 FLA. Pi #.70592 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO + W2 WIDTH (W) ChN. 3538 CAN. - .2 �L �" , f. . :4:Ibntlol %2p12 4 ", 5" AND 6" TUBE MULLIONS. growing no. M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS BAR sheet 3 of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. .ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8° 150.0 150.0 150.0 150.0 150.0 26-1/2° 150.0 150.0 150.0 150.0 150.0 30" _ 143.1 150.0 150.0 150.0 150.0 31 42" 116.0 150.0 150.0 150.0 150.0 42" 48" 102.2 150.0 132.9 150.0 150.0 46° 38 -3/8° 89.4 150.0 116.3 150.0 150.0 54° 60° 79.5 147.3 103.4 150.0 150.0 80° 88" 71.5 132.9 93.1 150.0 150.0 66° 72° 85.0 120.5 84.8 150.0 150.0 72" 19 -1/8° 59.8 110.5 77.6 150.0 150.0 19 -1 /8" 28 -1/2° 150.0 150.0 150.0 150.0 150.0 26-1/2' 30° 122.8 150.0 150.0 150.0 150.0 30° 37" 108.5 150.0 141.1 150.0 150.0 37° 42" 87.9 150.0 114.4 150.0 150.0 4.2' 46• 77.5 143.8 100.8 150.0 150.0 48" 50 -5/8" 97.8 125.6 88.2 150.0 150.0 54° 60° 60.3 111.7 78.4 150.0 150.0 60" 88" 54.2 100.5 70.5 141.1 150.0 68" 72° 49.3 91.4 64.1 125.3 150.0 72" 19-1/8° 45.2 83.8 58.5 117.8 147.0 19 -1/8° 28 -1/2° 148.5 150.0 150.0 150.0 150.0 26-1/2° 30° 107.2 150.0 139.4 150.5 150.0 30° 37° 94.7 150.0 123.1 150.0 150.0 37° 42° 78.8 142.3 99.8 150.0 150.0 42" 48° 67.6 125.3 88.0 150.0 150.0 48" g8' 59.2 109.7 77.0 150.0 150.0 54° 60° 52.8 97.5 68.4 136.8 150.0 80° 66' 47.3 87.7 61.8 123.1 150.0 68° 72° 43.0 79.7 56.0 111.9 139.9 72" 39.4 73.1 51.3 102.8 128.3 19-1/5" 136.7 150.0 150.0 150.0 150.0 28 -1/2" 98.7 150.0 128.3 100.0 150.0 30" 87.2 150.0 113.4 150.0 150.0 37' 70.7 131.0 91.9 150.0 150.0 42" 62.3 115.4 81.0 150.0 150.0 48" 83° 54,5 101.0 70.9 141.7 150.0 54° 48.4 89.7 83.0 128.0 150.0 80° 43.8 80.8 56.7 113.4 141.7 96° 39.6 73.4 51.5 103.1 128.8 72° 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A 11 C D E 19 -1/8" 118.0 150.0 150.0 150.0 150.0 28-1/2° 83.7 150.0 108.9 150.0 150.0 30° 74.0 137.1 882 150.0 150.0 37° 42" 90.0 111.1 78.0 150.0 150.0 42" 48" 52.8 97.9 68.7 137.4 150.0 46" 74 -1/4° 46.2 85.7 60.1 120.2. 150.0 54° 60° 41.1 78.1 53.4 1 08.9 133.8 60° 88" 37.0 88.5 48.1 96.2 120.2 66" 72° 33.8 62.3 43.7 87.4 109.3 72" 19 -1/8° 30.8 57.1 40.1 80.2 100.2 19-1/8" 28 -1/2° 102.5 150.0 133.4 150.0 150.0 28 -1/2° 30° 74.0 137.1 98.3 150.0 150.0 30° 37" 85.4 121.1 85.0 150.0 150.0 37° 42" 53.0 98.2 65.9 137.9 150.0 42° 46• 46,7 88.5 60.7 121.5 150.0 48' 84° 40.9 75.7 53.1 108.3 132.9 54° 60° 38.3 67.3 47.2 94.5 118.1 60" 88" 32.7 60.6 42.5 85.0 108.3 66" 72° 29.7 55.1 38.5 77.3 96.8 72° 19-1/8° 27.2 50.5 35.4 70.9 98.8 19 -1/8° 28 -1/2° 89.7 150.0 118.7 150.0 150.0 26-1/2° 30° 64.8 120.0 84.2 150.0 150.0 30° 37° 57.2 106.0 74.4 148.8 150.0 37° 42° 46,4 65.9 80.3 120.6 150.0 42° 48° 40.9 75.7 53.1 108.3 132.9 48" 96° 35.8 68.3 48.5 93.0 118.3 54" 60° 31.8 58.9 41.3 82.7 103.3 66' 66' 28.6 53.0 37.2 74.4 93.0 86° 72° 26.0 48.2 33.8 97.8 84.5 72" 23.8 44.2 31.0 522 77.5 19-1/8° 79.8 147.8 103.7 150.0 150.0 28 -1/2" 57.8 106.7 74.9 149.7 150.0 30° 50.8 94.2 66.1 132.3 150.0 37° 41.2 78.4 53.8 107.2 134.1 42" 38.3 67.3 47.2 84.5 118.1 48" 108° 31.8 55.9 41.3 52.7 103.3 54° 28.2 523 36.7 73.5 91.9 80° 25.4 47.1 33.1 68.1 82.7 86° 23.1 42.8 30.1 60.1 75.2 72° 21.2 39.3 27.6 55.1 65.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 °, 5° AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULUONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A D C D 8 19 -1/8° 71.8 133.0 93.4 150.0 150.0 26 -1/2° 51.8 98.0 57.4 134.8 150.0 30° 3_ 7° 45.8 37.1 84.8___59.5____118.0 68.8 48.3 _ 96.5 148.8 __ 120.6 42" 32.7 60.6 42.5 85.0 106.3 48" 120° 28.8 53.0 37.2 74.4 93.0 54° 25.4 47.1 33.1 66.1 82.7 60° 22.9 42.4 29.8 59.5 74.4 88" 20.8 38.5 27.1 54.1 67.6 72° - 35.3 24.8 49.6 62.0 19 -1/8° 85.3 120.9 84.8 150.0 150.0 28 -1/2° 47.1 87.3 61.3 122.5 150.0 30° 41.6 77.1 54.1 108.2 135.3 37" 33.7 52.5 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 98.6 46• 132" 26.0 48.2 33.8 87.6 84.5 84" 23.1 42.8 30.1 80.1 75.2 60° 20.8 38.5 27.1 54.1 67.8 88" 35.0 24.8 49.2 81.5 72° - . 32.1 22.5 45.1 56.4 19-1/8° 59.8 110.8 77.8 150.0 150.0 28 -1/2° 43.2 80.0 58.2 112.3 140.4 30° 38.1 70.7 49.13 99.2 124.0 37° 30.9 57.3 40.2 80.4 100.5 42° 27.7 50.5 35.4 70.9 88.6 48° 144° 23,8 44.2 31.0 62.0 77.5 54° 21.2 38.3 27.8 55.1 68.9 60° - 35.3 24.8 49.6 62.0 66' - 32.1 22.5 45.1 56.4 72° - 29.4 20.7 41.3 51.7 MM 4 E ,88,0,0 OR 6 GLAZING PRODUCT W1 VERTICAL MULLEIN PRODUCT \_ANCHORS A.6.0.0 OR E W2 g TY ICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 i4 ANCHORS TYPE A.13,0,0 OR E r509RGNTAL MULLION ARCHES TO BE INSCRIBED 719 SIDE RECTANGULAR SNAPS �' OIAZMO � S %� PR //OOUCT �� 3 } / t GLAZING PRODUCT ANCHOR ETAS_ 01 MAIM GL PRODUCT I\ ANCHORS 8,8,C,D OR E MULLION SPAN REVISED ockagdYin9 with thalitadda NIEftgCado 12.0 ArgiwiPleace No si 1Z Rg gi 0 1/1 z O 2 0 1- F 2 2 1 i .9 E i4 C V 9 8 k 8 k drawing no. M04-04 (sheet 4of 8 Ed. 1/4° DIA. ULTRACONS 1/4° OUw ULTRACONS 1 PER ANG1.E 2 PER CUP (1 ON EACH WING) Ed. 2 1/4° Ed. 1/4" 0W. ULTRACONS 1/4° DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE !t. 1BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4° O.C. MIN. 2 PER ANGLE 2 2 2 X 1/8° ALUM ANGLE 1 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4° O.C. MIN. 2 PER ANGLE 2 X 2 X 1 8' ALUM ANGLE Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4° DIA. ULTRACONS 1 PER ANGLE 1° MIN 1/4° 01A. ULTRACONS 1/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 2 WOOD BUCK It_J FLOATING CUP OR I, ; SNUG FR INSIDE MULL WOOD STRUCTURE U #14 SMS 1 -3/4° 0.0. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL i i i i 2 X 2 X 1 /8° ALUM ANGLE ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE OIST. IN, EMBEDMENT WOOD 1° . 1 -3/B° BLOCK 2 -1/2" ' 1 -1/4" CONCRETE 2 -1/2° 1 -1/2° ANCHORS TYPE '8' PRODUCT REVISED as complying with dm Florida Coda AcCC NG n810 it&adoP •, Iro1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO RE PROTECTED WITH ALKALJ—RESISTANT COATINGS, SUCH AS BTNMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. 014 SMS 1 -3/4° 0.C. MIN. 2 PER ANGLE Engn AVM AWARD CAa1. FLA 0 70592 1' p�pR06viz 1 2 3. drawing no. M04 -04 (olleetSOf $ 1/4" DIA ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4 ". DIA ULTRACONS 1 PER ANGLE 1/4" CIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 914 SMS 1 -3/4" 0.C. MN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8 ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL 914 SUS 4 PER ANGLE • Ed. ALTERNATE ANCHOR LOCATION 1/4° CIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4" DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" j 1 -3/8" BLOCK 2 -1/2" i 1 -1/4" CONCRETE 2 -1/2" ' 1 -1/2" LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS PRODUCT RIMED av cotuptyloswith d19Piodd0 Building Cods 2 Acceptance No 1• ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYUITE LACQUER. ,r trot pa / `c` #/ Engr: JAVAD. AHMAD CNR FL/6 CAN PE 30892 NAR0(5 7012 drawing no. M04 -04 sheet 8 of 8 1 Ed 8/18" DW. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16° DIA• ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL 14 SMS 4 PER ANGLE 2 X 2 X 1 8' ALUM LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16° DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2° 1-3/4° ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. PRODUC'FRBMSED m complying wibL6D Pbx da BDIldaag Coda AcoePtanse 1/07 ri JAVAD AHMAD CN0. • FLA. PE $ CAN. 3038 70982 OR 06912 ALUMINUM TUBE MULLIONS J� AL- FAROOQ CORPORATION a E.S. WINDOWS, LW : ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 5220 N.W. 72 AVE. BAY #4 I MIAMI, FLORIDA 33174 C MIAMI, FL. 33166 : TEL (305)28441100 FAX (305) 2624978 ` l 7EL. (305) 624 -7775 FAX (305) 624 -7777 1 MUUJON \U04- 04ESW; Eggh a �1l 1 drawing no. M04-04 (sheet 7of 8 sheet $ of $ ) ®14 SMS SEE CHART FOR GUANTRIES TUBE MULUON #10 FH SMS 2/ SIDE I /B° THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULUON ®14 FH SMS 1 -1/2° O.C.} MIN. SEE T FOR THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION qP . 010 FH SMS 2 PER CLIP 1' 0.C. MIN. 1 -3/40 11 2° X 1/8° (FOR 2DY TUBE) 3/4° % 2' 11 1/B° FOR (1BY TUBE ALUM AN CUT TO FR SNUG 0190E TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION ANCHOR CHART TYPE A TYPE B TYPE C TYPE D NO, OF SCREWS 2 3 2 4 TYPE 5 4 PRODUCERIMSTID 118 comp1yinsw111d1e111srlda BuBdingCodo 2.-o308.37 AaoepienooN4 „xT7w,C X20/4 I tte z 0 gg 8� n Obi ALUMINUM TUBE MULLIONS c 8p g 0 D S 0 drowing no. M04 -04 ®14 SMS SUBSTRATE Ed. a MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM B /B' 1/2° ANCHOR CHART TYPE A TYPE B TYPE C TYPE D NO, OF SCREWS 2 3 2 4 TYPE 5 4 PRODUCERIMSTID 118 comp1yinsw111d1e111srlda BuBdingCodo 2.-o308.37 AaoepienooN4 „xT7w,C X20/4 I tte z 0 gg 8� n Obi ALUMINUM TUBE MULLIONS c 8p g 0 D S 0 drowing no. M04 -04