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WS-16-3408
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 445 NE 94 Street Miami Shores, FL Pei ■ Permit NO. WS -1.2-16-3408 Permit Type: WindowslShutters riIitoth Classification: WindowlDoor Replacers Permit Status: APPROVED Issue Date: 1212012016 Expiration: 06/18/2017 Parcel Number 1132060140520 Block: Lot: Applicant Darren Ockert Owner Information Address Phone Cell Darren Ockert 445 NE 94th Street Miami Shores FL 33138 917 573-9022 Contractor(s) Phone UNIQUE CONSTRUCTION INC (786)306-8049 Cell Phone Valuation: Total Sq Feet: $ 39,300.00 0 Type of Work: WINDOW & DOOR REPLACEMENT No of Openings: 17 Additional Info: WINDOW &'DOOR REPLACEMENT Classification: Residential Scanning: 7 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $24.00 $4.05 $4.05 $8.00 $5.00 $270.00 $21.00 $32.00 $368.10 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -12-16-62402 12/20/2016 Credit Card $ 368.10 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining the reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thi permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for E CTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF construction a AVIT: I ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futore, I aut size the above-named contractor to do the work stated. Auth rize ignature: Owner / Applicant / Contractor / Agent Buihdi g ' epartment Copy December 20, 2016 Date December 20, 2016 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED DE 0 2016 BY: FBC20I4Shy1 Master Permit No. VIC. t T I S I Sub Permit No. VAS It] - 3406 ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: 445 NE 94th STREET City: Miami Shores CONTRACTOR DRAWINGS County: Miami Dade Zip: Folio/Parcel#: 11320601 40520 Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): DARREN OCKERT Address:445 NE 94th STREET Flood Zone: BFE: FFE: Phone#: City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: AONDO@ME.COM Phone#: Zip: 33138 CONTRACTOR: Company Name: (jN t CSV CONST litiCl o» Address:.�YT5 s A) Afi ,F 7'3/�5 City: /1 Ai\ i State: Al --- Qualifier Name: CO S£J /7 A g T)A)2 Phone#: 9-86-306$0 l 9 Zip: -33/ S ©) Phone# C G C 151 / C l 7i State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: a/0 Value of Work for this Permit: $ 3 9, 3 p a Type of Work: ❑ Addition ❑ Alteration Description of Work: -'t" N 9pLti AP 0 owns AF -0 Square/Linear Footage of Work: aftepair/Replace ❑ Demolition New 3 w..NDO-LAJS Specify color of color thru tile: Submittal Fee $ Scanning Fee $ 21 Permit Fee $ 27 0 Radon Fee $ Technology Fee $ 3 2 Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ Z-4- Go CO/CC $ d DBPR$ l .as Notary$ rJ 8 04 Double Fee $ Bond $ TOTAL FEE NOW DUE$ 68 •'O Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 1 day of N0,20 CO ,by ►J arra —v who is personally known to me or who has produced L— 'tom ''r as identification and who did take an oath. NOTARY PUBLIC: 0011I110 Sign: Print: Seal: APPROVED BY (Revised02/24/2014) ** ************ _ C Signature CONTRACTOR The foregoing instrument was acknowledged before me this 9-A day of N ovE M f ' tL- , 20 it, , by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI : Sign: Print: Seal: Plans Examiner Structural Review tiO :6e Julio C. River'&, Commission # GG03TT7555 Expires: Octpber 11 2<�10 Zoning Clerk 3264 • Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6888011 BUSINESS NAME/LOCATION UNIQUE CONSTRUCTION INC 8171 NW8ST1 MIAMI FL 33126 OWNER UNIQUE CONSTRUCTION INC Worker(s) 1 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more iafonnation, visit www. miamidade.govitaxcollector RECEIPT NO. RENEWAL 7163439 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 t SEC. TYPE OP BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1511698 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 08/09/2016 CHECK21-16-111354 oungraturationSFWiththis 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 www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn 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! RICK SCOTT, GOVERNOR LATION STATE OF FLORIDA DEPARTME TQF,BUSINESS AND /.1 PROFESSI a . A a EGULATION • CGC1511698 - is +UED =08/14/2016trl (850) 487-1395 CERTIFIED GEN MARTINEZ,Ew UNIQUE CON R IS CERTIFIED under the, provisions or Ch.489 FS. _..- Expirationdate,. AUG31,2016... uso1- staaot6za DETACH HERE •KEN LAWSOW SECRETARY STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER Named .: t GC1511698° CGC1511698- Named below IS CERTIFIED Uncfer the "provisions of"Chapter489 FS. Expiration date: AUG`31;2018 • .K (QC i=n• AO PI A est- 4 n..nn. AN, ......- CERTIFICATE OF LIABILITY INSURANCE DATE "w°°""") 11/23/16 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe c.dBcate holder is an ADDITIONAL INSURED, the pollcypes) must be endorsed. If SUBROGATION IS WAIVED, subject to A statement on this certificate does not confer fights to the the tans and condlNoae tithe policy, cerWn policies may require an endorsement. certificate holder In Neu of such endorsernentiej. PRODUCER Global Insurance, Inc. 15414 NW 77 CtglobellreuranCeinoMbelisoutfi.net MIamI Lakes , FL 33016 Phone (305)828-3700 Fax (305)828-5201 NAMES OARLENY RODRIGUEZ (305)828-3700 M. Nat:(305)828-5201 air?, a SURERWt AFFORDING COVERAGE MAIC a mu A: INTERNATIONAL INSURANCE COMPANY *num is : INFINITY AUTO INSURANCE COMPANY 11738 lNssmw Unique Construction Inc 8171 NW 8St01 Miami, FL 33126• INSURER F : s 5,000.00 ersu_i_toto` INSURER E: S 1,000,000.00 INSURER F : GENERAL AGGREGATE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LMAIT'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. TYPE OF IN$UMNCEADDLAUSR Y POUCY NUMBER rMPMNO YYYY) 10/258016 (M OIYYYY) 1085/2017 UWTS EACH OCCURRENCE $ 1,000,000.00 A OHLlRAL LMaI<ITY ® COMMERCIAL GENERAL LIABILITY 1G06A013318-00 DAMAGE RENTED p 8 ) $ 100,000.00 MED EXP (Any ons pawn) s 5,000.00 0 0 CLAMS -MADE i accUR PERSONAL a ADV INJURY S 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEM AGGREGATE LRJIT APPLIES PER PRODUCTS - COMP/OP AGO 8 2,000,000.00 Loc 8•AUTOS AUTOMOBILE LIABILITY 509.80000.9165-001 088212016 0882!2017 fEe ahriduilSINGLE UNIT S BODILY INJURY (Pa parson) S 100,000.00 • ANY AUTO BODILY INJURY (Par wade'! 8 300,000,00 ALL GYWNED r SCIS A�/t r. ?�,1t4'E 8 50,000.00 NON OYVNED � HIRED AUTOS ® �� PIP s 10,000.00 ■ ❑ ❑ UMBRELLA Lµ0 1 occua EACH OCCURRENCE $ AGGREGATE 8 • EWESS LIMB 0 CLAIMS -MADE S ■ DED ■ RETENTIONSp� WORKERS TION AND EMPLOYE UABIUTY Y I N ANY PROPRIETORJPARTNERIEXEC� N J A 0 T ALWITS • ER E.L. EACH ACCIDENT S OFFICEXCW DED9 E (klandalaryyy I Et DISEASE - EA EMPLOYEE S E.L. DISEASE - POUCY WAIT S DESCRSPTIONbil OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VP,ISCLES (ANseh GENERAL CONTRACTOR SCHEDULED AUTO: 2012 HONDA PILOT LX 5FNYF3H24CB019939 THE GENERAL UABIUTY POUCY CONTAINS " BLANKET Remarks Schedule, N mons pea Is re f*nd) ENDORSMENT" ACORD 101, Additional ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POU CIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED BMJ ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REFRESENTATIYE ACORD 26 (2010/08) CIF ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • AE'ORUa CERTIFICATE OF LIABILITY INSURANCE 40.......---- DATE(MMIDOIYYYY) 09/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - PRODUCER TriGen Insurance Solutions, Inc. 315 8E Mizner Blvd Suite 213 Boca Raton FL 33432 CONTACT NAMNE E. FAX AC No. Ex0 (877) 987-4436 (Arc, Not: (954) 252-4426 ADDRESS:DCERTS@TRIOENGROUPINC.COM INSURERS) AFFORDING COVERAGE NAC It 11398 INSURER A:Guarantee Insurance Company INSURED (904) 731-9014 Convergence Employee Leasing, Inc. Convergence Employee Leasing II, Inc. Convergence Employee Leasing III, Inc 3951 Baymeadows Road Jacksonville FL 32217 INSURER B INSURER C: $ INSURER 0: $ INSURERE: CLAIMS -MADE INSURER F : OCCUR CERTIFICATE NUMBER: Cert ID 18171 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSO SUBR WVD POUCY NUMBER POUCY EFF (MMWD01YYYY1 POUCY EXPO (MM DDIYYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ RENTED PREM SESO(Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENA AGGREGATE POLICY OTHER: LIMIT APPLIES PER: JELOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE — _, _ UA80.nY ANY AUTO ALL ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per ecddent) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DEO 1 RETENTIONS A WORKERSDPLOYERCOMPENSATION IUT YIN AND EMPLOYERS' tJABiLtTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) II yes describe under DESCRIPTION OF OPERATIONS below N IA WCP500075002GIC 09/30/2016 09/30/2017 E PER ER" E.L. EACH ACCIDENT $ 1, 000,000 E.L. DISEASE - EA EMPLOYEE, $ 1,000,000 $ 1,000,000 E.L. DISEASE - POLICY LIMIT r $ $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached N more space is required) Coverage provided for all leased employees but not subcontractors of: Unique Construction, Inc. Location coverage effective: 9/30/16. CANCELLATION I Miami Shores Village Building Department 1005 ne 2nd av Miami Shore 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE > ACORD 25 (2013/04) ®1888-2013 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page I of 1 MCE www.yhengineering.com 99 NW 27 AVE Miami, FL 33125 Phone (305)969-9423 Fax (305)969-9453 Youssef Hachem Consulting Engineering July 28, 2017 Building Official City of Miami Shores 10050 NE 2 AVe Miami Shores, Florida 33138 RE: 445 NE 94 ST Miami Shores, FL. 33138 PERMIT NUMBER: WS -12-16-3408 Dear Official: I, Youssef Hachem, the engineer on record for the above mentioned permit number, have inspected all windows and doors installation I have approved these inspections, and I to the best of my knowledge and professional experience, these structural components are built according to the approved plans. This document is prepared on accordance with the Florida Building Code, and is to be submitted to the City of Miami Shores Building Department. If you have any questions, please do not hesitate to contact me at (305) 969-YHCE Sincei N. Fiq A/111• � � �5 GE N S e '•• �2����i O; � .2 • ♦ 0 • — r • : �.�•. Youss` =s•!ri �;k>r°.�., P.E. FL. Prof `�hgi :0'0'3302 FL. Sp ial Inspector 6985061 7 AL -FA ROOQ CORPORATION PECIFIC WINDLOAD CERTIFICATE 9360 Sunset Dr. 1 STE 220 1 Miami, FL 33173 1T. Project Number: 29812-2272 2.6978 1 www.afceng.com 1 alfarooq@afceng.com Date Requested: 11/22/2016 12:07:10 AM Client: ALEX PEREZ STRONGUARD 780 ne 69 st ph7 miami , FL 33138 Mailing Address: ALEX PEREZ STRONGUARD 780 ne 69 st ph7 miami , FL 33138 Project Address: 445 NE 94 ST MIAMI SHORES FL 33138 Job Name: OCKERT RESIDENCE Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind used to determine velocity pressure. Ultimate converted to design loads as per 1609.1.5 of the FBC multiplication factor. © 2016. , Copyright Al-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2014 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +40.1 -43.5 Zone 5 +40.1 -53.6 ZONE 4© ZONE 5 C d.i016 OF LEAST HORIZONTAL DIMENSION HEIGHT IV FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Valid Qnly with Etgineer's Seal • • • . •• • •4 2 29 • • CAN (EB) #3538 SUBJECT 10 CCMIPLVNICE WI rri ALL FEDERAL STATE ANS 01.1iN I ( 1UL=S_ AND R O U a MONS • MIAMI SHORES VILLAGE BUILDING, ZONING AND PLANING' DEPARTMENT WINDOWS AND DOOR PERMIT SUPLEMENT Product Approval Schedule/Comparison Chart Mark No Size (inches) I A 60" X 30" 60" X 56 A -AI 1X4X56" B 53" X 48" B1 I 53" X 22" fX4X53" EXISTING D 30" X 39" 30" X 39" E F 30" X 24" 111" X 63" H 7i;;X 36" 22" X 32" [ J 22" X 43" I -J L N L -N 1 X4 X 22 Type of unit Fixed Horizontal Roller 1 Mullion Fixed Casement Mullion Name / Model Notice Acceptance Number (N.O.A) Casement I Casement Casement Horizontal Roller Horizontal Roller Casement Casement Mullion I 22" X 43" Casement I 22" X 32" Casement 1 X 4 X 22 1 Mullion M 1 111" X 39" Horizontal Roller [12 1 37" x 80 ' Outswing Door 112" X 80 Sliding Door Sliding Door 235" X 80 72" X 80" Sliding Door 15-0715.10 i5-0728.05 14-0529.16 15-0715.10 ; 15-0406.10 14-0529.16 15-0406.10 15-0406.10 15-0406.10 15-0728.05 15-0728.05 15-0406.10 15-0406.10 14-0529.16 115-0406.10 15-0406.10 14-0529.16 15-0728.05 15-0603.13 15-0413.05 I 15-0413.05 ; 16-0303.01 o f 1 Approved(psf) Design Pressure (+)PSF(-)PSF 40.1 -53.6 40.1 -53.6 40.1 -53.6 40.1 -53.6 Opening Design Pressure (+)PSF(-)PSF 75 -80 70 -70 +- 105.6 75 -80 1 40.1 -53.6 70 -75 40.1 -53.6 f; +- 120 40.1 -53.6 40.1 -53.6 40.1 -53.6 40.1 -53.6 40.1 -53.6 70 -75 70 -75 70- 75 70 -70 70 -80 40.1 -53.6 ; 70 -75 40.1 -53.6 70 -75 40.1 -53.6 40.1 -53.6 40.1 -53.6 +- 120 70-25 70 -75 40.1 -53.6 +-120 40.1 -53.6 ;7�en 40.1 -53.6 ;1117 40.1 -53.6 , Str±813 SW* 1110 • 40.1 -53.6 %IA(' Mullions span • • • • • • • • • -•-•' • • • • • • • • 40.1 -53.6 ; evao ••••• j • • • • • • • e • „It • • • • , • • • • • • e* !!!•• • : • • J• •• • • • •rtr, • gi • • •r • • • • •• • or • ; • • • • •• • • BUILD'JG REVIE APR 1 �Olcvo: ione�l PLAN LEGEND meammomi XO NOTE: NO NEW WORK IN HATCHED AREA ADDITIONS AND ALTERATIONS TO THE OCKERT a ORTIZ RESIDENCE 445 NORTHEAST 94TH STREET MIAMI SHORES, FL 33138 THE ARCHITECTURE COLLECTIVE WYN BRADLEY FLORE2 LOPET ARCHITECTS STEVEN FEW ARCHITECTURE THE INGRAHAM BUILDING 25 SOUTHEAST 250 AVENUE SUTE 908 MIAMI. FL 33131 305373-9833 ARCOLLECTIVE.COM CONSULTANTS: DARREN OCKERT LANDSCAPE CONSULTANT ALE% ROCHELLE STRUCTURAL ENGINEER NATHALY PADRON M.E.P. ENGINEER REVISKINS X. FLOREL AR 94804 CONSTRUCTION DRAWINGS BID SET • Decarnbw 10. 2015 FIRST ROO8 PROPOSED SHEET A-1.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0410 • • • • • • • • • • • • • • • 13 • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / ADDITIONS AND ALTERATIONS TO THE OCKERT ORTIZ RESIDENCE 445 NORTHEAST 96TH STREET MIAMI SHORES. F133138 ,11 Witt 743337.090.7033-c, � a�RR ....•-'==.----, ` ...wa -:@ Nvc 6 J fl .. .�:..,_., ,,,: ,::� : .:.� .s.. ,...,,._. .._ �.� oe ©__ / • THE ARCHITECTURE COLLECTIVE WYN BRADLEY FLORID LOPE/ ARCHITECTS STEVEN FELT ARCHITECTURE THE INGRAHAM BUILDING 25 SOUTHEAST 2ND AVENUE STATE 90O MIAMI, FL 33131 305373-9833 ARCOUKIIVE.COM F • © ®F m ® 7 ,� - , A �� 0._ -�� a ..._..... - iii ® lo330270 -._ - //�J� (D-1! I�.. W �1 II•. s s.va } P...vrvo®rtou lna . �...... -^ h -.l _ _ __ rya:+- © j �gn Fo84als I 1 ) IR N .37,77373w¢ - - wfl u - urA raBul FL aAexa[ 10310113303. PROPOSED NORTH ELEVATION I"`I°a DECK 3c331•131,7 v 1 B 12 CONSULTANTS: DARREN OCKERT LANDSCAPE CONSULTANT ALD( ROCHELLE SIRUCIORAL ENGINEER N Y PADRON AIHAL M.E.P. ENGINEER lora _6 ., REVISIONS r-- a. 1Pr. 1,10,5 -- _.^ _ .- - wlxorlroF 1 S% - .......... O _ -4) F. IC • i 1 1 ` , :_s WJE X. F ORID AR 94806 '�- �_- • g Vii`" + 77,33 MAW 0.003 © ® Lo w -_ ea. f'. ®Z_ILF uxxw uwc L F ..__1 ` I a. swwx'.!' I FACIMMTICII ...mop,. PROPOSED SOUTH ELEVATION •• ••• • • • • • •• CONSTRUCOON DRAWINGS BID SET DBconbRrIO,2015 • s ••••• .• R • , 2 -• • • • M,VERIALSL4T • 2.3•MZWL FRMLING(yR SKYUGM ASSEMBLY. PAINTED BROMEFlNISH. 1 DOORS AND WINDOWS 59 TLE GVSS MOSAIC. ELEVATIONS Nom A swim • • • • • • • • 2A• O4L300414200 S151!FLASUING. 8413400. NOTE DRW EDGES 2' MA% 6 SPECIALTY 1 CONCRETE EX 5UR�• 4.1 DOSING ALUMINUM DOORS AND WINDOWS, BRONZE TO REMAIN. 2.5 STia CHANNEL FOR BENCH PAINTED BRONZE HNLSH. 4.2 RELOCATED ALUMINUM OOORS AND WINDOWS.BRONZE 6.1 GLASSSKYUGNT PANELS. APPROVED IMPACT GLASS. 1.1 CAST CONCRETE BLOCK B x 26 x 4 WITH 2" OFFSEL BY !EXPEL CAST STONE NOTE: ALL NEW DOORS ANDWINDOWS NOTED AS PER SCHEIN.. 6.2 GLASS PANELS, CLEAR. TYPE 2 SAFETY GLASS. COMANY. PAINTED RHINESTONE. 6.3 GLASS PANELS. WHITE. TYPE 2 SMETY GLASS. 1.2 CONCRETE SCREEN BLOCK B x Id x x. 'D05 EOUI5- BY CARROLLS BUILDING 3 WOODS 5 FINISHES 6.4 STAINLESS STEEL CHANNEL POLISHED. MATERIAL. INSIDE FACE PAINTED ELUE Wm. ••• 6.5 ALUMINUM SCREEN TILEWTIH CUTOUTS M SHOWN ON A-12 BRONZE FINISH. • ••• 3.1 WmlBKE Wit. 1.3 CONCRETE VENT BLOCK OUSTING. . CEDAR BARK IOCHREI. SI COAB1T ROOF ME'BERMUDA- FW. BY ENIEGR4. 6.6 BRONZE ADDRESS NUMBERS, PROJECTED FROM WALL SURFACE 1.4 CONCRETE VENTBLOCK NEW. • • • •• • 3.2 WOOD DiFK OUTWOR BENCH, SHORT FENCE: SPECIES 1.B.12. NATURAL 5.2 570.0OIH STUCCO.PAINTED- 1OI RHINESTONE lb) EWE GRAY I cI THUNDER • • • • • • FINISH GRAY 33 WOODnumAWAI*ANTED. MflNW1. 5.3 HARDSCAPE-STONE PAVER! 7 IIGNTfI%TURFS • • • • • • • 3,5 WSJD TRIM B, PIN 4%W1p. 5.4 RESERVED • • • • • • • 3.6 w00D B•ICWCAFI WRH LID, PAINTED. S.5 PORCELEIN TILE 2 METALS • • •- • • 3.6 WOO�OBKAND �I -IN SCREEN: SPECIE L.B.O., NATURAL FINISH. 5.6 PIASTER flNWI. PAINED. - 2.1 STEEL COLUMN, 6%6' 1', PAINTED BRONZE s.7 lltE-l.e.D. 22 STEEL TUBULAR FRAMING. PAINTED BRONZE SHEET ♦ -2 H L • • • • • • • • • • • • • 13 • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • / ADDmONS AND \ ALTERATIONS TO THE OCKERT ORTIZ13 RESIDENCE LIS NORTHEAST 7471 STREET MIAMI SHORES. FL 33138 d.,Fr b -.94X--T..f a3 `L �' :—JV—_ 3onoNa3Lsmcw ©'t =- � $ - 6 THE ARCHITECTURE COLLECTIVE WYN BRADLEY ARCHCTS LOPEZ FLOEZ FETA A CHITS LURE STEVEN FETE ARCMITECNRE STEVEN THE INGRAHAM BUILDING 25 SOUTHEAST 2ND AVENUE SUTE900 MIAMI. FL 33131 305-373-9833 ARCOLLECTIVE.COM o — I �. L LO • Q C? sml O – — .1 04201,1. LI E. e O >1 LO K..,,N�A ©♦ 7. a.RaNa a.a� 'OBJ Ir -� # SiaaMmmwa - — Z II _. ... -_ t --". ""-' y ^ 1RVL: YY Z --1 -+ - 1 �� • 1 ra T.a. raavvu� "X001'107"N"iC erwrn3s ...pp. 1.1.3x8Inwn� PROPOSED EAST ELEVATION v ' e 1R CONSULTANTS: DARREN OCKERI LANDSCAPE CONSULTANT nALEX ROCHELLE STRUCTURAL ENGINEER NATFIALYPADRON MEP. ENGINEER e:.G4s+- : pralaAr '=, ...: 4444... .. L _T..r .. 4444... 30 .. 4444 _: 4444 _ . - 4444 REVSIONS ____-_.___-..-_._ --__"_4444-._.�S 4444 _ _ ..__................. 44_44-_ -"_ :::..., 4444 :.. ......... ... _— aau * �N b b :aaR-1 r ® © Fl 6 ' ® 111 © ;~-i BX X. FLOREZ AR 9480/ njl, ',L� _, ll vaw•I,L LUQ I - -r :>—r--- PROPOSED WEST ELEVATION CONSTRUCTION DRAWINGS BID SET December 10" 2015 •• ••• • • • • • ••— • • • • • • • • • 8 - • - 2 12 • • • MATERIALS IST •• 2.3 NIR FRAMING FOR SOUGHT ASSEMBLY. PAINTED BRONZE FINISH. 4 DOORS AND WINDOWS 5.8 TILE GLASS MOSAIC. ELEVATIONS EAST & WEST • 2A• GAjNNIZED STE4LISHING. PAINTED. NOTE DRIP EDGES 7' MAX 6 SPECIALTY 1 CONCRETE • • • • • • • • • IXP�SURF� 41 EXISTINGALUMINUM DOORS AND WINDOWS, BRONZE TO REMAIN. 2.5 SLEET CHAAIRFOR BENCH. PAINTED BROIIIE FINISH. 4.2 RELOCATED ALUMINUM DOORS AND WINDOWS,BRONZE. 6.1 GLASS SKYLIGHT PANEIS,APPROVEDIMPACT GLASS. 1.1 CAST CONCRETE BLOCK 982431 WfTH 2" OFFSET. BY NERPEL CAST STONE NOTE: ALL NEW DOORS AND WINDOWS NOTED AS PER SCNEDULFS. 6.2 GLASS PANELS. CLEAR, TYPE 2 SAFETY GLASS. COMANY" PAINTED RHINESTONE. 6.3 GLASS PANELS. WHITE TYPE 2 SAFETY GLASS. 12 CONCRETE SCREEN BLOCK 831684.`DOS EQUIV. BY CARROT'S BUILDING 3 WOODS 3 HNSNES 6.4 STAINLESS STEEL CHANNEL, POLISHED. MATERIALS. INSIDE FACE PAINTED EWE GRAY. 63 ALUMINUM SCREEN TILES WITH CUTOUTS AS 5110415 ON A-12 BRONZE FINISH. 13 CONCRETE VENT BLOCK OWING. • ... • 3.1 W�5J CE. Pg)1 ED CEDAR BARK 'OCHRE,. • 5.1 CEMENT ROOF IRE "BERMUDA" RAI BY 2513080. 6.6 BRONZE ADDRESS NUMBERS, PROJECTED FROM WALL SURFACE 1.4 CONCRETE VENT BLOCK NEW. 32 W K071106 BENCH. SHORT FENCE: SPECIES TAD.. NATURAL" 5.2 SMOOTH STUCCO.PAINTED -Ia) RHINESTONE Ib} EWE GRAY ICI THUNDER • • • • •• •• FINISH. • • • • • • 3.3 W000IRIMAWA NATURAL FINISH. 58 HARDSCAPE- STONEPAVEIW 7 IJGSTHOMES 3,0 W 0 TRIM B. PINE AINTED" • • • • • • • 5.4 RESERVED 3S D BENCH/U F�INFILL LID. PAINTED. 2 METALS • •• • • • • 3.6 DDSK AND BRIM SCREEN:SPECIES TB.D:, NATURAL 115191. SS PORCEEW TRE ;.. 2.1 STEELCOLUM. 6 X 4"P" PAINTED BRIM 5.7 • • • • S7 TI 5.6 PLASTER N B:�•PARJTED. 22 STEL TUBUL4R FRAMING. PAINTED BROWN. SHEET —^ 1 1 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • MIAM1.DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 911.4 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docutnentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fail licable building code. This product is approved as described ly with the Florida Building Code, including the High Velocity H DESCRIPTION: Series "Eco -Gu MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.gov/economy s to meet t irements o he '. , and has been designed to co tcane Zone. 1 -19 rd 300" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawl (L.M.I.)", sheets 1 through 5 of 5, dated 03 Corporation, signed and sealed by Javad Ahmad, P.E., bear - - -+a$ - Revision stamp with the Notice of Acceptance number and expiration date by the Product Control Section. MISSILE IMPACT RATING: Large d Small Missile Impact Resistant o. W09-20, titled "Eco -Guard Series -3 th revisio + :: = = /08 t Alum Fixed Wdw. , prepared by Al-Farooq ounty Product Control mi -Dade County LABELING: Each unit shall bear a p-rmanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ' mi -Dade County Product Control Approve , 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 I1TOA..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-Dad'b• Cdunty, rIpritla, and •, followed by the expiration date may be displayed in advertising literature. If au.por!ion 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 •t,he• inanuf$ctucar or ____•• .. • distributors and shall be available for inspection at the job site at the request of the Mipg Offvial• •. • This NOA revises NOA# 14-0317.03 and consists of this page 1 and evidence pagt3S ' and E-2 %%•well . • approval document mentioned above. • • •• • •• • The submitted documentation was reviewed by Manuel Perez, P.E. • • • • . . • . MIAMI•DAOE COUNTY APPROVED . . . .. . •..• • NOA r4 .fly -4715.10 Ex ration Date: June 17, 2019 Approval t ate: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A,, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-219313, dated 01/15/0V, sigzled and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) • • • •'.•. • ' 5. Test reports on: 1) Large Missile Impact Test perzQ1�4 . FBC, TAS � • 2) Cyclic Wind Pressure Loading per FBC, TAS 2A3-94 .. . . along with installation diagram of a 47 5/8" wide x 96" high leo-Guard seriese00 aluminum triangular top fixed window, prepared by HurricanBF.zig*ieerir g It 'testing • • • • Inc., Test Report No; HETI-08-2194, dated 01/15/09, signed annealed b • Candido •. F. Font, P.E. (Submitted underNOA#09-0413.08)l��„4 • • • • ; Mansel Per • ' Et Prodit Con ral a er NOA Ner15-8715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. ,Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 8, 2015, issued by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1.. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LI.0 fog their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 047r P14 and expiring on 06/17/19. E-2 .. . .. . • • • • .. • • • . • . .... .. . • . ,. • . . .... . •. .. • . .... . . . . Manua c E.. • c'vetruel Control s er. . NOA No. rS-0 15.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 1.813 -r- 1.000 1.000 1.608 2.750 U FRAME HEAD/SILL/JAMB .875 _J FLUSH FRAME ADAPTER - .750 j- .813r - 8113 -f I .803 II _t .050 -.4-. GLAZING BEAD 050 ANCHOR COVER ECO—GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED 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 BUN DESIGNED:AND g.�TE1 TO CO PL' Wf�i THE '" REQUIREMENTS OF THE FLORIDA SW1501N6 CC�E�NC Dl CH LOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • WOOD BUCKS BY OTHERS MUST BE ANCIR)RED PROPERLY 11 TRAASFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE•MATE1444HALL BE•BEYOgIVIALL DRES•SIF QR, UCCO. OR TH S-AEF 20 A�ITION: NC:r S:OW: VitP THESE ••0•ET•ILS A• RE T • A LOAD DURATION INCI:CASE %•USED IM DBEIGII Of•A.NCHU'S WO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAI! COME INTO CONTACT WIm OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FALSE MUNTINS (SURFACE APPUED) OPTIONAL D.l OPG. 1 IN_ ,I I. FF tr II - 1 ' 41 --17- 6' MAX_ HEAD/SILL CORNERS 12" MAX. HEAD/SILL TYPICAL ELEVATION GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT - 3.625' D.L.O. WIDTH a WINDOW WIDTH - 3.625" • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. En9r: JAVAD ANMMD FRA. PE 70592 C.A.N.I' 38 10 2015 PRODUCT RRVISBD as coniptying with the Florid' Building Code 1;••, � Acceptance No Ex troika Date V`8 ,oxti ry_ a V 2 PS St • • •. • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • _• • drawing no. W09-20 sheet 1 of 5 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 V ---� DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS WINDOW 0111S. CLASS TYPE 'C' GLASS TYPE '0' 81119016 DIMS.. GLASS TYPE 'C' GLASS TYPE '5' 090' Interlayer 090' Interlayer WIDTH (W) LENGTH (1) EXT.(+) 114T.(-) EXT.(+) 1 NT.(-) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1 NT.(-) r AL-FAROOQ CORPORATION l ENGINEERS & PRODUCT DEVELOPMENT 12.35 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (905) 264-8100 FAX. (305) 262-6978 `-- Butacile PVB SantryGlaa 24" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 By 'Kuroray Americo. Inc.' By 'Kuraroy America, Inc.' 30" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/16' HEAT STREW°. GLASS 36' 75.0 80.0 80.0 90.0 53-1/8" 26 75.0 80.0 80.0 90.0 42"36• 75.0 80.0 80.0 90.0 74• 75.0 80.0 80.0 90.0 SIUCONE SILICONE 48' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 F 'DOW CORNING 899 EI GE SCS 2000 DOW CORNING 899 GE SCS 2000 54" 75.0 80.0 B0.0 90.0 37" 75.0 80.0 80.0 90.0 ffi .I 11 60" 75.0 80.0 80.0 90.0 53-1/8' 38-3/8" 75.0 80.0 80.0 90.0 72" 75.0 80.0 B0.0 90.0 74' 75.0 80.0 80.0 90.0 O I I I 72" 75.0 80.0 e0.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 m 11 © 24' 75.0 80.0 80.0 90.0 37' 50 75.0 80.0 80.0 90.0 ■ It 'I 11 �'Y�� AT 1/4 POINTS ON LRES WIDER _......... IIII``11 'Y■ ,. AT 1/4 POINTS ON LITES WEER �' 75.0 80.0 80.0 90.0 53-1/8' - 5/8• 71.3 76.0 80.0 90.0 'r- THAN 36' ONLY •IIr- THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74' 71.3 73,1 80.0 90.0 1I.{Ir ek G �1' ��rl�w S' I.,- , 42" . 75.0 80.0 80.0 90.0 26-1/2'75.0 80.0 80.0 90.0 J� ply 1V. .�' 75.0 0 80.0 90.0 37' 63" 75.0 80.0 80.0 90.0 1-1/4" SMS X 1-1/4' SMS COC 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 (ECO -GUARD SERIES -300 ALUM AXED WDW. (LMJ.)) j ECO WINDOW SYSTEMS, LLC. I 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 JJ� 9. "- AT 1/2" FROM ENDS - 98 AT 3-1/2" FROM ENDS 60" 75.0 80.0 80.0 80.0 26-1/2" 75.0 80.0 80.0 90.0 AND •' O.C. MAX. AND 10" O.C. MAX. 66' 75.0 80.0 80.0 90.0 37" 76' 75.0 50.0 80.0 90.0 GLASS TYPE 'C' GLASS TYPE 'D' 72" 75.0 76.5 80.0 90.0 53-1/8' 67.9 69.9 80.0 90.0 ZI G 0 ' y 24" 75.0 :. • 80.0 90.0 30 �� 60.• 80.0 90.0 75.0 80.0 80.0 90.0 WI 42'8O• 75.0 80.0 80.0 90.0 1�- I 48' 75.0 80.0 80.0 90.0 ' 54' 66.8 71.3 80.0 90.0 60' 60.2 64.2 80.0 90.0 L 68' 60.2 64.2 80.D 90.0 ' • ,Ar W. WI" 72" 60.2 64.2 80.0 90.0 'J WINDOW WIDTH WINDOW WIDTH 1 1 ' r 1 24' 75.0 80.0 80.0 90.0 - r1 1i 30' 75.0 80.0 80.0 90.0 3 4•A 36' 75.0 80.0 80.0 90.0 72" G { { 1 // I 42' 48' 75.0 750 80.0 76.8 80.0 80.0 90.0 90.0 NO E I 1 L iADR 0 'o e' O „, o N 3 p i j e .... o 3 g 3 { { ; v I 1 54' 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 60' 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY A5 SHOWN ABOVE. L _ _ J 24' 75.0 80.0 80.0 90.0 WINDOW WIDTH) WINDOW WIDTH WINDOW WIDTH 30' 75.0 80.0 50.0 90.0 1 I 38" 75.0 80.0 60.0 90.0 r..0..... 42" 84' 70.0 70.0 80.0 90.0 F I, I F I 48' 65.6 65.6 80.0 90.0 E� z G I I ,7, { j 54' 64.3 64.3 80.0 90.0 T '� I !f I ". I 24' 75.0 80.0 80.0 90.0 • • • • • • • • W WIDTH 30' 75.0 80.0 80.0 90.0 m 2 2 .v-+'o d m o g n :'-'. g c S 1 g • • • • • • • • • • L J • •NOTE. I 1 . 38' 98' .. 75.0 ,78.2 . 80.0 90.0 • • • • • • • • • • • 1 42' 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE 0 < " m a a 5 WINDOW WIDTH • MOM M0TM • • •WINDOW, WIDTH 1 1 I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). l�• �•• •• 11 • • •• 24" 75.0 80.0 80.0 90.0 ^,..000 a' �., o . ---------- $ r - 1----30' 75.0 80.0 80.0 90.0 En r. JAVIO AHMAO 9PRODUCT RHVLSBD _. T,I Wli /-\ / �\ I T3L 36" 74.5 74.5 80,0 90.0 CML 0592 a complying with lheFlal� � 1108' � 1 • • • 4: • { 42' 81,5 61.5 80.0 90.0 . N Building Code 1 O 15 ID 5' L JA.ceplenceToo 24" 75.0 80.0 80.0 90.0 Daro •• • • • • • • • • 30' 120' 75.0 80.0 80.0 90.0 / Ex,LrMLon ..11): r ' • • • • • ♦ ALLOWABLE !OROS F01lALTERNATESI4APES•AS SHOWN ABOVE OR SIMILAR CAN BE 38" 74.5 74.5 80.0 90.0 ✓/ Hy. ./10 _ ,/r I.Aloni adc cLCan drawing no. W09-20 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. .JU -' 2015 (sheet 2o 5 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING g k w A R Rm II li e s N 1- • • •0 • • t• S. ;4* •• • • • •. •• _ ° e(••+• ••• • • • • • • • •• TYPICA• ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE _TYPICAL ANCHORS SEE ELL'/. FOR SPACING Y N MIAMI—DAOE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. e 0, TYPCAL ANCHORS SEE ELEV. FOR SPACING 2= e.0 BUCK OR WOOD ST RE TYPICAL ANCHORS SEE ELEV. FOR SPACING z h TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu=177 KS1, 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 !114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr: JAVAD AH1AAD CML FIA. 70592 C.A �� 38 JUL ,I 2015 PRODUCT REVISED ns complying with**, Plaids Building Code �I•OTi✓. , Acceptance No Expiration Dote Wain,lR Miens Pada Product z °ap g 6 Q W C 8d ogivi ccgo awl aberyE 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 J gggn 010 t2221g 010 `0— ye R B Y 0 "d drowing no. W09-20 sheet 3 of 5 ITEM / PART / RECID. DESCRIPTION MATERIAL MAN)'./SUPPLER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS. REOD. GLAZING BEAD- 7/16" CLASS 6063-16 - 3 FY303 AS REOD. ANCHOR COVER 6063-75 - 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 F1B-50 1 GLASS SPACER - 1/8' HIGH SIUCONE FRANK LOWE 6 /10 x1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL 8 - 2/ UTE SETTING BLOCK EPDM DUROMETER 8515 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4' MAX. SHIM MIAMI-DADE COUNTY APPROVED MULUON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1111111E' 111 • • • • • • • • • • JJI •- • • • • • • • +'.�c c us im T,xaa.Y3 �i ' �• WOOD R WOOD STRUCTV COPima - Arm .• • • • • • • •• • 44 RECT. OR SQUARE WINDOWS 1/4' MAX. SHIMS • ••• ••• •• • • • • • • •EXiFRIOR • • • • • • • • • • • • • •• • • tLOPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS 1/8" THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS CORNER DE'T.AILS 1/4' MAX. SHIM TYPICAL ANCHORS -SEE ELEV. FOR SPACING METAL STRUCTURE 02015 MITER CORNERS PRODUCT RP.VISED ni complying with the FIoiWA Building Code Acceptance NoI • 0 15s1C) Ex •halm Date Iq By Mi i 1ado Product Coq 6 Jg m _J la PS 3�Ma Oo 1 Z 3Z6La o ,* R Lai a) p ••• • • • • ••• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• •.- • _ • ••,• • • "al 0 CI drawing no. W09-20 sheet 4of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING ®• • ••• • ALT. • • •• •• • • • • • •• • • • • • • • • ^ • • • • • • • • . it ••• ;�+� • • r411F-1-1111.BJi I • • • SII ▪ • • • . • • • •.•p• • ••A. .. r • .• • • •• • • •• • • • • TiPIC•A.A•NCHO• SEE ELEV. FOR iPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ui rim MN MIAMI—DADE COUNTY APPROVED MULLION d< MULLION ANCHORS SEE SEPARATE NOA Au No TYPICAL ANCHORS_„ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSII FRAME ADAPTER 0 Engr: JAVAO AHMAD CML FLA. P i 70592 CAX539 .1U 1 0 2015 PRODUCT REVISED as complying svlth ea Florida Building Cafe Acceptance No I'7"‘' 15,10 Cx•iratica Date fiat/ •t Miami ado Product ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ih nw0 N u Oi G g� rc a p 2 T 0 u 9 c 5 011 k drawing no. W09-20 sheet 5of 5 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is' being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suchtesting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance •eterrnined by Miami—Dade County Product Control Section that this product or material.fails to meet the require] - . oldie applicable building code. This product is approved as des ' • • • herein, and has been designed to co with the Florida Building Code, including the High Vel• ity Hurricane Zone.. DESCRIPTION: Series " iMIAAII-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786)315-2599, www. miamid ade.aov/econ om y CO—Guard Clipped" Aluminum Tube Mullion — L.M. APPROVAL DOCUMEN . R raving No. M14-01, Series titled "Aluminum Tube union", sheets 01 through 09 of 09, dated 05/1 with the latest revision dated 05/23/1 . epared by Al—Farooq Corporation, signed and sealed by Java ' earing-th • tam—Dade County Product Control Section Approval stamp with the No ' nd Approval date by the Miami—Dade County Product Control Section MISSILE IMPACT RAT G: Large and Small Missile Impact Resista LABELING: Each unit sh. 1 bear a permanent label with the manufacturer's e or logo, city, state, series, and following statemen "Miami—Dade County Product Control Approved", mless otherwise noted herein. RENEWAL of this NOA shall be considered a ` • : • 1 • val a•plication 1 . en 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 b;en a „revisionasnge in the materials, use, and/ or manufacture of the product or process. Misuse of this NAA as an evglor§pment of any product, for sales, advertising or any other purposes shall automatically terminate this NOIC.Xttiture to comply with any section of this NOA shall be cause for termination and removal .1/44A. • . • ADVERTISEMENT: The NOA number preceded by the words Miami---Dade',tdlmty, 1 b;id9, and • followed by the expiration date may be displayed in advertising literature. If anx» Tion of ?Ir. 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:xanufacturar or its distributors and shall be available for inspection at the job site at the request of the Building Offrgip 1.4• • This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as appr t . :.. ' • - tin ed above. . The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMFDADE COUNTY APPROVED .. ••• . . . .. . NOA No. 14-0529.16 piratiou Date: October 23, 2019 proval Date: October 23, 2014 Page 1 . .• • . . . a • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14—01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-941 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test - Report No. HETI-082166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complXitigwith.tBC 2010 •• and FBC 5th Edition (2014), prepared by Al—Farooq Corporation dated 05145/14, signed and sealed by Javad Ahmad, P. E.•• .... .. . • D. QUA.I..ITY ASSURANCE • . . .... . •. •.•.. . . .•. • 1. Miami—Dade Department of Regulatory and Economic Resources CUER).*••••• .• E. MATERIAL CERTIFICATIONS 1. None. E--1 • .. • • • • • i Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5th Edition (2014), issued by Al Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-21660, all issued by Hurricane Engineering & Testing, Inc.,. dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-2 • • • • • ..• • • . • • .. • •... •. • • • ., ••..• • •. .. .•1.•• •..• •. .. • • •••• . • . . .. • , yr • '•..... Jaime D. Gascon,`. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS . USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINC CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (1-6.0112). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 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 WITN OTHER OISSIMUAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS' • • • USE CHARTS AND GOA H� AS FO=L.O4 • • • • • STEP t STEP 2 STEP 3 STEP 4 STEP 5 •• • • • 400 • • • • DETERMINE DESIGN LOW REOURF. PAR ASCE i • • • • FOR PARTICULAR OPENIN*. • • • • • • • USE MIAMI-DADE CANNY nPlittl,t4t0 GLRMC PRODUCT', • • MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS OS SHEFJ •T iFELECT MUSLION it jWTH • • • • • • DESIGN RATING•M0NIE THAS DESIGN LOAD jPECIFI % • • IN STEP 1 ABWE. • • • • • • • USING ANCHOR 11PCS ON SHEETA 5 SHRIMP 9 AND ANCI 3R !HARTS • ON SHEET 4. SELEef ANCACA TYPE AITH OESIEN RING • • • • MORE THAN TFR DESIGN LOADS SPECIFILFD W STIIP 1 ABOVE. • • 7C 7C 4.000 � I I l-7 _ _J * - TYPICAL -"' _ ; GLAZING PRODUCT TYPICAL WINDOW FRAME 6.000 D TUBULAR SHAPES 2,000--I ALLOY a 6063-T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR 000R APPROVAL FOR FASTENERS SIZES AND SPACING Approved fit complying 114314:c 1'Iolide HililUii n Cn NDA:' 11,c0,xv 0,m00 Eng.: ,IAVAD AMMO CML AA. PE Y 70592 C.A.N. 3539 MAZY',3204 4.000 1.000 Z 0 1 ALUMINUM TUBE MULLIONS 0 J J W 8 1— CD O o 1'1 '„ Z •ELJ 2 zr o Us}Jv o W C) 1, p'1 u 0 v 0 1 —1 drowing no, M14-01 (sheet 1 of 9_) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • I 1.000 r F.125 3.000 -.125 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 1 1.000 125 - .125 4.000 Ix = 2.0374 I6\4 Sx _ 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 ,.000. .375 3.000 .375 x.125 IX = 1.538 IN\4 Sx - 1.0254 16\3 1 X 3 CUSTOM MULLION 6063-T6 -.1 1.000 }-- .375 4.000 .375 -.125 Ix = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 4.000 p--2.000 ��,25 I f. -.125 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2 X 4 STD. MULLION 6063-56 - .125 2.000 I --2.000---I 4 •, • • •• ANGLE CLIP 6063-T6 • 1/•I' • MIM • •. • •. TyP125 . -i.718r- �f 5.500 • • • • • • • • • • • ,• • • epiOT 1i• • •• •/ • ON• • ���= ••• • •• • • • • • • •6 1, • • • • • . AiY'1• •• • • • • • • • • •• • • • • • • •• • • • MULLION CLIP 6063-56 I 2.125 11 J _.125 1.718-^I NOTCH OPTIONAL i�- 1/2' 919. 5.500 I 2.125 11 J 2' MIN. MULLION CLIP 6063-56 6.000 2.000 ---1.125 --.125 Ix = 8.2757 I11\4 SX = 2.7586 IN\3 2 X 6 STD. MULLION 6063-16 6.000 Appmtt‘f re complyiml %eel lee rifeid3 I1N111lb0C I)1l0 _; NOAII_ M9Swi� d" le • '.oats Engr:.18060 AHMAD CML FIA PE + 70592 C.A.N. 3538 MAY `1'01011 r w Ix - 15.2031 IN\4 Sx = 5.0677 I6\3 2 X 6 HEAVY MULLION 6063-56 0 9 N drawing no. M14-01 sheet 2 of 9D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i It tVj .� o a DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X4 1 X3 1X4 2X4 2X6 2X6 WINDOW DIMS. 1X3 1 X4 1X3 1X4 2X4 2X8 2X6 WINDOWDLMS. 1X3 1X4 1X3 1 X4 2X4 2X6 2X6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (Iv) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 2626978 j 3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120,0 120.0 120.0 120.0 120.0 120.0 19-1/8° - - - 59.3 55.3 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 37 120.0 X20.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 46" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48' 120" - - - 23.6 22.0 61.3 112.6 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66' - - - - - 44.6 81.9 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0. 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 118.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28,4 26.5 73.7 120.0 37' 120.0 C2-07)120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 i 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 98.7 T 1 48' ,' a2t 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. l 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 60' 103.3 120.0 120.0 120.0 120,0 120.0 120.0 60" - 35.2 28.6 55.1 51.4 112.6 120.0 60" - - - - - 38.8 67.7 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 86" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' -- - - 34.3 32.0 89.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2" 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" . - - - 24.8 23.1 64.3 118.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0. 120.0 30" - - - 21.9 20.4 56.8 104.3 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - -- 46.0 84.5 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 66" -. 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - - - 35.5 65.2 54" 79.0 120,0 120.0 120.0 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9 60' 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - - 28.4 52.1 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 4.3.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED C.._ _................ _.1 IIIIII 11111 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30" - - - 51.8 48.4 120.0 120.0 HORIZONTAL MUWON INSIDE RECTANGULAR SHAPE ' 63.1 11 9 102.1 120.0 120.0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 - -61.A2 42' 55.6 005.6 00.0 120.0 120.0 120.0 120.0 42' - - - J7.0 34.8 ..............._._._. 96.1 120.0 �/ NG 4 63• 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' (08" ____.._.___-.._.._-........_....._____..__.______ - - - 32.4 30.2 84.1 120.0 VERTICAL / ' PRODUCT 54' 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 LIULUON 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60" - - - 25.9 24.2 67.3 120.0 z 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING PRODUCT GLAZING PRODUCT a 72" 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 � rn 5111;1 011 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• GLAZING PRODUCT GLAZING PRODUCT • • • • • •• •_ •_ • •M• • • • - 'NOTE: • ^• •• •• WI W2 MULLION SPAN " nL99..... • •• • • • MULLIONS RATED IN THESE•CHAnS VA: B IRI D • • VERTICALLY OR HORIZONTALLY.• • • • • • • • • • 0 8 8 �l� o 1'` a TYPICAL MULLION ARRANGEMENTS Engr: JAVAD AMA,/w CML FIA. PE ! 70592 ••• ••• WLV��f�1 1I (Wu11� W1 + W2 0./.9.3538 ••• ••• ApprovedlnSNK'O.hiN011' o 2 ••• •••• '•., • • • • • • • • Florida LUIild' - • •• •• • ••• ••• •• • •• • - C$ drowin no. M14-01 ' MULLIONS'"`' • NO•�'1 MAI . E,t 14 (sheet 3 of j -,, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP I` `-------- p < WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 132 B4a Bob WIDTH (W) MULL SPAN A2 A4 AB 132 B4a Bob WIDTH (W) MULL SPAN A2 A4 AB B2 B4a 84b AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2645100 FAX. (305) 2626978 J 'g 19-1/8" 120.0 1200 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 87.9 120.0 120.0 62.7 90.4 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 68.2 120.0 32.4 48.7 64.9 ,ST 42" 120.0 • � 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 86.5 92.4 42' 44.6 77.7 116.6 28.6 41.1 57.1 48" (3'8.1‘368* 120.0 120.0 120.0 78.2 112.6 120.0 48' 74-1/4' 63.0 109.9 120.0 40.4 5B.2 80.8 48' 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 68" 88.7 120.0 120.0 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 72" 83.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72' 26.0 45.3 68.0 - 24.0 33.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30" 120.0 t • 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 37 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 120.0 • • 120.0 81.6 117.6 120.0 42' 63.7 311.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 28.0 37.4 51.9 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 48" / -.yam 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48, 132" 35.5 61.8 92.7 22.7 32.7 45.5 54' 99.0 120_.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.3 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 66" 81.0 120.0 120.0 51.9 74.8 103.9 66' 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 72" 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8' 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48' 96" 48.8 85.0 120.0 31.3 45.0 62.5 48' 144' 32.5 58.7 85.0 20.8 30.0 41.7 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.8 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 66" .............1..1.... 67.2 .. 117.22 .... 120.0 _ 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.8 41.2 81.8 - 21.8 30.3 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8' 108.8 120.0 120.0 69.7 100.4 120.0 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 ARCHES TO BE INSCRIBE° _TYPICAL TYPICAL -INSIDE RECTANGULAR SHAPE jai(revisions: ) 11 (:[nondate f byidscnpton 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 µCfiORS ANCHORS 96.4 1 •.0 120.0 61.6 89.0 _ 120.0. 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL IIULUON 42" 84.9 120.E 120.0 54.4 78.4 108.8. 42" 49.5 86.3 120.0 31.7 45.7 63.5 [+ MULLION '� GIAZ NG r -��. �s�� 63" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 �ROCAL ii' PRODUCT 61.0 84.7 38.5 67.2 100.7 24.7 35.6 49.4 MULLION �-GLAZING 54" 60" 66.0 59.4 115.1 103.6 120.0 120.0 42.3 38.1 54.9 76.2 54" 60" 34.7 60.4 90.7 22.2 32.0 44.4 a .5..1 ANCHOR ` �O�A0. 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31,5 54.9 82.4 20.2 29.1 40.4 GLAZING PRODUCT PRODUCT rn /i 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 28.7 37.0 3 1111111jANCHORS 11111• ....i GLAD PRODUCT GLAZING PRODUCT TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). \_TYPICAL • • • • • • • • • • • • • • • • • • •. • =s.: WI ANCHORS W2 MULLION SPAN ANYAANCHOR CONDITION SHOWN MEIEIFS M1Y :COLLI: • • LOCATIONS AT HEAD, SIu. I5R B 'gyp S! • : •• • TYPICAL MULLION ARRANGEMENTS '� _ 11 8 I g 3P. 3 .E •Ja • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Wt + W2 WIDTH W En9r: JAVA° AHMAD CML (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)(� - 2 M. PE / 70592 A uovrd as complying with ••• • • • • • • • • • • • • 19o�idn Buil ii • • • • • • . • oM6_�4 vi teal • • • • • • • • • • CAN. 3538 \; ` drawingno. M14-01 .. •... • . .. ••ANCHORS IA `Ar "rod C.on1 r ate" I,Y_.:_-1:'s,,, 1 .,---.,•,; ^ r�nY ; > 1ot� (sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • •• •• ••• • • • ••• • • T- 0 I1 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 114 SMS 1-3/4" O.C. MIN. 4 PER CLIP V U I 1 I I ANCHORS TYPE 'A2' TYPICAL ANCHORS 1 PER ANGLE LN AN QV CONCRETE\ OR M A[. ST E FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE rr II II U LI I 1 I 1 I 2 X 2 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CUP (2 ON EACH WINO) aN ET\\ NNNSSS` 5 1 1U TYPICAL ANCHORS 2 PER ANGLE CONCRETE\ OR M AL ST UG 'E (1) 114 SMS 1-3/4" 0.C. MIN. 4 PER CUP •• ••• • • • TYPICAL • •___• •u ---'• •• • • • :• FLOATING CLIP SNUG FIT INSIDE MULL • • •• • • •-• • • • • •• •• • ••• ••• ••• ae • • • • • • • • • : TYPE 'A•4' • •• • • • • • • •• •• • • • • • 114 WAS 1-3/4" O.C. 411N. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved m complying will Oic Florida C tnJ.• , 3 Date NOAH TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS 8Y 'RM. (Fu -177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2_1/2" 1/4" DIA. SELF DRILUNG SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = 1'c = 3000 PSI MIN. METAL = I/8" MIN. THK, STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-15 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Eng: JAVAD *WAD CML FLA PE 170592 CAN. 538 t y• 13; .ov z �G Q d a�v ego 0. o � oto o.< Q�.0 45 Er c 0 ai n drawing no. M14-01 sheet 5 of 9 ) ••• • • • ••• • • • • • • �•_ • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) TYPICAL ANCHORS 3 PER ANGLE It. V LIR' AA Si. 11 I E FLOATING CUP SNUG FIT INSIDE MULL #14 SMS #14 SUS 1-3/4" 0.C. MIN. 1-3/4" O.C. MIN. 6 PER CUP -- -L 3 PER ANGLE 24111.12:(0118" ALU%M AN2%GLE1/8" ANCHORS TYPE 'A6' •• ••• • • • • • •• • OOOOO • • • ,• • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• AFFmywlroomsplyy80Il*8 • • • • • • • • IRmidn Build ({lit�r }_4 • • • • • • • • 1OC�1 �r ii 4 • • • • • • • • • • N0AQ • •• - • • • • • • •• M J'Pm •'^'�,onNO •• • • • • • ( a TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu®177 K51, Fy-155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = re = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy m 36 KSI MIN. 1/8" MIN. TI -K. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HE% OR FLAT HEAD. 1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 1 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1 Engr: JAYAD AHMAD CML FLA. PE !} 70592 CAN. 3538. MAY 2 '3 7,014 (sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS_ 2 PER CLIP (1 ON EACH WING) Re ODS U"(R j14 SMS 1-3/ 4 PER CUP L41 ANCHORS TYPE `B2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) fIRl,i\ Q\ � 0D:U to TYPICAL ANCHORS 1 PER ANGLE LEO 9LOCK OR W..0 ST UC FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE fi 'errs l 114 SMS 1-3/4" 0.C. MIN.-' 4 PER CUP •• ••• • • • • • •• • • ,, • • , •" • • • • ••" • • • • • • • • FLOATINC CLIP SNUG FR INSIDE MULI. ••• •• • • • •• •• • ••• ••• ••• • • • • • • • 3/8" MIN. 2 7/8" • r • A TTP. TYPCA ltCHO2t1 TIPS• `8.40 • . •• • • . • • • •. •• • • • • • 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE 11,`` 1- ST C ©LOC\ '.-111x—" /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE _2 X 2 X 1/8" ALUM ANGLE Approved m wmply818 Watt gee ateili)AI Il Florida0 x y'fgfir 819A1 Mferu'll paduvI Cun110 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA ULTRACONS 8Y 'ELCO' (Fu=177 KSI. Fy={55 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1' W000 = 28Y W000 BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-•90 HOLLOW/FILLED BLOCK Pm = 2000 PSI MIN. IBY OR 28Y WOOD BUCKS NOT 8Y ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY 8E HEX OR FLAT HEAD. Engr: JAYA0 AMMO CML F1A. PE j 70592 C.A.N. 3538 fktY1320 z 0 gg Ed eg Q 81 o �Qa i s 0611 ALUMINUM TUBE MULLIONS 0 0 3 "• drowing no. M14-01 sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) F �D ` I' \ \ � T�R h`` L TYPICAL ANCHORS 2 PER ANGLE R` d 00 S -U FLOATING CLIP SNUG 1T7 INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 6 PER CUP 114 SMS 1-3/4" O.C. 1,11N. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu -177 KSI. Fy=155 K51) MASONRY 1-3/4" 2-1/2" W00D 1-1/2" 1" 4" TYPICAL ANCHORS TYPE `B4b' •• ••• • • • • • •• • • • • • • • • • • '• • • • • • • • • • • • •• ••• •• • • • •• • • • • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • • Sr • • • • •• • • • • • • •• •• • • • • • ••• • •'• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved a+mmplylug w di @t Florida Budd tg Date NOANDT I t WOOD = 2BY WOOD BUCKS OR W000 STRUCTURE S.G. = 0.55 MIN. MASONRY a C-90 HOLLOW/FILLED BLOCK I'm = 2000 P51 MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO 611110190 STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr. JAVAD AHMAD CML FLA. PE i 70592 C.A.N. 3538 Mo\ 2 3 20 drowing no. M14-01 (sheet 8 of 9 pta SMS SEE CHART FOR QUANTITIES TUBE MULLION p14 FH SUS 2/ SIOE 1 /8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE —TUBE MULLION p14 FH SMS 1-1/2" 0.C. MIN. _ SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . •• ••• • • • • • •• • •• • • • •• ••• •• • • • •• • • A—I p14 FH SIAS 2 PER CLIP 1' 0.C. MIN. 1-3/4' X 2' X 1/8" (FOR 28Y TUBE) X 2' X 1/8- FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. a MIN. EDGE 01ST. L11N. CL TO CL SPACING ALUMINUM 5/8' 1/2' ANCHOR CHART ttPE A2 TYPE A4 TYPE A6 NO. OF SCREWS 2 3 4 ANIiDYod as complYMg 101) *11 • • • • • • • • 1)910„ • • • • • • • 140.0A 1 • • • • • •• •• • • •• • . L Y1 • •• • • • • • • •• . •• • • . . • Engr..1K/AD AHMAD CML A. PE 170592 C.A.N. 5.338 MAY•ni 7.014 z 0 �o et 0 oo 4 & a r; 2 et W i zL F 3 0 to Z 0 LUMINUM TUBE MU 0 0 ••• • • • • ••• • • • • • • • • • • • • s ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ro I •. . drawing no. M14-01 j sheet 9 of 9 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Mianii 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 . - 'thin their jurisdiction. RER reserves the right to revoke this acceptance, if it is dete -mined by Miami. -Dade ' : my Product Control Section that this product or material fails e t e requirements of the applicable buildin_ ode. This product is approved as descr. ed herein, and has been designed to comply with the Fl. 'da Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Gu. d 200" Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing Wdw. (L.M.L)" sheets 1 through 7 of 7, dated Farooq Corporation, signed and sealed by Javad Ahmad, ' ., iearmg tli Control Revision stamp with the Notice of : stance number and expiration County Product Control Section. MISSILE IMPACT RATING: W09-12, titled "Eco -Guard Series -200 Alum. + lz. Rolling /09, with revision E dated 07/15/ .repared by Al- mi- ade County Product e by the Miami -Dade arge and Small Missile Impact Resistant LABELING: Each unit shall bear model/series, and following statement: noted herein. permanent label with the manufactur s name or logo, city, state, ni-Dade County Product rol Approved", unless otherwise 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 at;gt�dt>sement of any product, for sales, advertising or any other purposes shall automatically tarmiol e this NOA. Failur. 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,• Flgrtda, an? followed by the expiration date may be displayed in advertising literature. If y.po. ion of.the.NOA displayed then it shall be done in its entirety. ••.• • •. INSPECTION: A copy of this entire NOA shall be provided to the user U •the•manufldtttifcr or Ago ••• • • distributors and shall be available for inspection at the job site at the request of thgatiii4ing Officlat This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence prlitest-j, E-2 nd 3, as •• • • well as approval, document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED - 1'5 • • • . • .. • Exp Approva .... • . .._ • • • .•• • NOA No. 15-0728.05 ration Date: May 27, 2019 Date: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. lloriz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FB(.1,, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted wider previous NOA#14-0317.01) 2. Test reports on: 1) Air Infiltratidn Test, per FBC, TAS 202-94 2) Unifonn Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and .installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, .Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. 1IETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. • (Submitted under NOA#09-0312.08) • • • • 4. Test reports on: 1) Uniform Static Air Pressure Test, .I.,oading,pe T C TIS .2V2-94 along with marked -up drawings and installation diagram of a XQX aluminum • horizontal sliding window, prepared by Hurricane Engineerin •&.Testing, Inc., Test • Report No. IIETI-08-2227, dated 01/15/09, signed and sealedtyCandide 1;.•Font, •... • • (Submitted under NOA#09-0312.08) • • • • . . • • • P.E. • • • • • • • Mamie re , F.E. Product Cone 81 Et: iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-1 • • ..•. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) t 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure I.,oading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-;h1• • • 2) Cyclic Wind Pressure Loading per FBC, TA•S 203-94 :•. •. •• along with marked -up drawings and installation diagram of a X aluminum • • horizontal sliding window, prepared by Hurricane Engineerin.&Testing.Inc, Test • Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by tandito•F. Font, . • • P.E. (Submitted under NOA#09-0312.08) • • • • • • • • • • • • MantPt' P.H. Product Contt8l iner NOANo. 15-1728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 0000 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 1.4-0916.11 issued to Kuraray America, Inc. for their "SentiyGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. E-3 . • 1 • • •. . .• .... •.•• • . .._ •. .. . • • • • .. .. • • . • • .. •... • • • • • • ....ill• ' • • / .• .. • �t ManjQT . z, P.110. • Product Contl aminer NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 3 1/2' MAX HEAD/SILL CORNERS 72• 3 WINDOW WIDTH 4• I mE N O J O E }_ 4 FALSE MUNTINS (SURFACE APPUEO) MAY BE USED 31 1/4' 32 3/4" D.L OPG. 35 3/8" VENT WIDTH D.L. OPG. L(THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. cn 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" lnlerloyer 090" Interlayer Butacite PVB Sank -Moe 8y 'Kuroroy Americo, Inc.' By 'Kuroroy Americo, Inc.' \1/8' HEAT STREN'D. CUSS 1/8" HEAT STREN'D. GLASS 3 1/2' MAX. HEAD/SILL CORNERS 111• WINDOW WIDTH 10 MAX. HEAD/SILL CORNERS (4 1 4 I I—, 7— (2) ANCHORS AT MTG. STILE ENDS TYP. L—(4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '✓ ON SHEET 2 ONLY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS SIUCONE -DOW COQ4{LNG �1�9• GE 5i5 26600 • • "" • i • ••3 • •! •• ••• • ••• •/• • • •• • • • • TS Elf UTES • • • • • • THAN ONLY SILICONE DOW CORNING 899 •GE S1512000 • • _ WIDER GLASS TYPE 'A' • • ••• • • • AT 6I/4•P01NT• !N LITES WIDEI! THAN ;S' ONLY GLASS TYPE 'B' • • GLAZJNG 0TP IONS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS —5/18" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" interlayer Butacite PVB By 'Kuroroy Americo, Inc.' 1/8' HEAT STREN'D. CLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 899 Al' 1/4 POINTS AU. SIZES GLASS TYPE 'C' ECO—GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN 014 SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS 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 (FIVFIZ). WOOD BUCKS 8Y OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Ener. JAVA° MIAMI CML FLA. PE 8 70 C.A.N.534 2015 PRODUCT REVISED as complying with the Florin Building Code Acceptance No I •0 " QHS 0n lnation Date i/FF V,4I O)9 DyMj Miam Dade Product (.ontr V.V 0 -3 O 4, 0 8 n 7. O o m y q N • S Browing no. W09-12 .._....._...--- (sheet 1 of 7- • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (60, OX OR XX SIZES) WINDOW DIMS. A IVO HEINE. wrof REIM'. A CUSS TyPE GLASS TYPE GLASS TYPE WIDTH HEIGHT INT.(-) EXT.(+) INT.(-) EXT.(*) INT.(-) EXT.(+) INT,(-) 76-1/2" 37" 53.-1/8" 74" - 26" (3) 4 4 6 8 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 70,0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 80.0 26-1/2" 37" 53.-1/8- 74" 36-3/Er (4) 4 4 70.0 80.0 80.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 70.0 .6 70.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 8 70.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 4 6 8 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70,0 70.0 70.0 26-1/2" 37" 53-1/8" 74" 63 0) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90 0 . 70.0 80.0 6 8 70.0 70.0 70.0 70.0 80.0 90.0 80.4 * 70.0 70.0 80.0 80.0 50.0 24" 36" 48" 60" 72" 24" (3) 4 70.0 80.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 4 6 6 8 70.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 900 70.0 70.0 70.0 80.0 80.0 80.0 70.0 80.0 24" 36" 48" 50" C7.) g 4 70.0 80.0 80.0 900 70.0 80.0 80.0 80.0 4 . . . 6 6 8 70.0 70 70.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 70.0 70.0 70.0 80.0 70.0 80.0 . 80.0 90.0 70.0 80.0 24" .„. 36" 48" <6.0.5 72" ' (5) 4 4 6 6 8 70.0 70.0 70.0 ___ .... 70.0 70.0 800 80.0 . 80.0 80.0 80.0 80.0 80.0 80.0 ______. 80.0 80.0 90.0 90.0 90.0 70.0 70.0 700 80.0 80.0 80.0 80.0 80.0 _ 90.0 90.0 700 70.0 24" 36" 48" (5) 1/4............) 4 4"70. 6 6 8 70.0 80.0 80.0 , 90.0 70.0 80.0 70.0 70.0 (,,.....2.....7...0. 700 80.0 70.0 80.0 80.0 80.0 80.0 90.0 90,0 90.0 87.6 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 70.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF W141,(4).AiliHOIS A; MTG. STILE0900 • •• • • • •-- • • • • • • • 000000 • 7, • • • • • • • • • • ; • • 111.1.=4 • • • • • • • • • • • • • • LEFT AND RIGHT VENt.T: BE :/F EOUALOGLAISS 010 WIDTHS • • • • • • • • • • • • • • • • • • • • • • • DESIGN 1.0AD CAPACITY - PSF' (XOX SIZES) WINDOW DIMS. A 3/0 REINF. 5IT11 REIM,. GLASS TYPE GLASS TYPE GIASS TYPE 319003 DIMS. A EXT.(+) INT.(-) 'C' WIDTH HEIGHT INT.(-) EXT.(*) INT.( -) EX1.(4-) IST.(-) EXT,(+) iNT.(-) 74"9 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 12 111" 80.0 70.0 80.0 80.0 90.0 70.0 80.0 74" /7..3/8. 9 70.0 80.0 80.0 90.0 700 80.0 106-1/4" 70.0 12 70.0 80.0 80.0 90.0 70.0 80.0 <1 rin 70.0 12 677.717310. 50-5/r 80.0 90.0 70.0 80.0 74" 70.0 9 70.0 80.0 80.0 90.0 70.0 80.0 109-1/4" 50-5/8" (5) 12 70.0 80.0 80.0 90.0 700 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 74" 9 70.0 70.0 80.0 90.0 700 80.0 106-1/4" 63 12 70.0 70.0 80.0 82,66 70.0 80.0 90.0 (6)C 12 ;7676"-7M (3) 80.0 80.4 * 70.0 80.0 72" 70.0 9 70.0 80.0 80.0 90.0 70.0 80.0 54" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 70.0 12 70,0 80.0 80.0 90.0 70.0 80.0 72" 70.0 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 700 80.0 80.0 90.0 70.0 80.0 108" 70.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 70.0 9 700 80.0 80.0 90.0 70.0 80.0 84" 43" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9' 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. 0 ) NO. or F ANCHORS PER HEAD & SILL ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1 /3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 3/0 MINH. 31011. HEINE GLASS TYPE GIASS TYPE '9' CLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 26" 9 70.0 80.0 800 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 111" 12 70.0 80.0 80.0 90.0 '70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90 0 70.0 80.0 106-1/4" (4) 12 -- 80.0 90.0 70.0 80.0 1 1 1 " 12 - - 80.0 90.0 70.0 80.0 74" 50-5/r 9 700 80.0 80.0 90.0 70.0 800 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84: 24" 9 700 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 800 900 70.0 80.0 84" 36" 9 70.0 800 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 109" - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 60.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( -7-) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANC/ ORS PER JAMO OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVaAHMAD 99nouer REVISED as complying with the FloridaC.A. FLA. PE # 70592 C.A. . 3535 (Wilding Codc Acceptance No 20. 40 Ex Dation Date ,0 20 5B, Min 1 bdo Product ArL z .:)C)_jC24 i ec a u. 14 1 9 o • a a. GUARD SERIES-200 ALUM HORQ. ROILING WDV "" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10Y WOOD BUCK e ° ^ • n TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE, DIST:_ EXTERIOR I EDGE DIST. ."•• -I N METAL STRUCTURE \_,Ti'l. CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST IYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. rc o N . 18Y WOOD BUCK DIST. J TYPICAL ANCHORS SEE ELEV. FOR SPACING IYPICAL ANCHORS -SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. (MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T ANCHORS: SEE ELEV. FOR SP•. (Fu=177 K51, Fy=1 SI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ECTLY INTO CONC. OR MASONRY 4" MIN. EMBED INTO CONCRETE (HEAD/SILL) " MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 :I 14, (CRAOE 2 CRS) INTO MIAMI-OADE C. . • APPROVED MULLIO IN. THK. = 1/8") 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 8E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS t'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS t'm = 2000 PSI MIN. Eng: AVAO AHMAD PRODUCT REVISED CML 592 FLA as complying with IncIFlorida CAN. 3538Building Code Acceptance No I V ,` 7OI1: Go Inc! ,Date Dy Mi n )ado Product Can 0 0 0 drawing no. W09-12 (sheet (sheet 3 of 7 Ir • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIM -c TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM 1114 - - - SCREEN OPT 20) (D) 1111111111111." 7 STEIL REINFORCING AS REQD. - SEE SHEET 2 FOR CAPACITY WINDOW WIDTH AY! 25 1 3 i ii 72...A -7.-• 1 l/e MAX. SHIMS I 00 4 0 1.11131M9Ellie XO LAYOUT VENT WIDTH D.L. OPG. (13) -- -SCREEN OPT 7 L„,11 ..411 4,Ak EXTERIOR D.L. OPG. WINDOW WIDTH 18Y WOOD BUCKS TYPICAL ANCHORS --544 ELEV. FOR SPACING I 1/4" VENT MOTH 01. OPG. lir -SCREEN OP 1/4" MAX. SHIMS STEEL REINFORCING AS RECD. SEE SHEET 2 FOR CAPACITY 5TY4PEICiALLE \I„‘NCHORS FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA • • • • • • • • • • • • • •,. • • OO ** • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • s-L..._22ile.. 1; „... • • • ' -..' ' " 4' csf • . . • • • • • • • • • • WINDOW WIDTH XO.X. _LA yOU_T TYPICAL ANCHORS -SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH 18Y W000 BUCKS TYPICAL ANCHORS • -547 ELEN. FOR SPACING 1 1/4" 04 o (nor: JAVA° AHMAD CML FLA. PE # 70592 CAN. 3538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No • iralion Date MA/ rly dMjwn f4d, 0 Ict ) z O g f. `;1 re 9 Odeto Ot vi o 0 g 3 rg g .004 • r4 4, 0 94 1?3 0 0 2 a. 0 - Fi r. r drowing no I W09— 1 2 Csheei-4 of 73 • • • • a. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING CC) • • ALT. • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• • • • • • • • • • • •., • • • t • • v •• S• •.\ • EDGE DIST. • ••• • • •• • • • •.,•• • • • \t• • • • • •• •P. •-. • • METAL _. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING %RAM1--DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAY.. SHIMS TYPICAL ANCHORS SEE ELEV.-• FOR SPACING 0) ALT, 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAO AHMAO CML FU. PE # 20592 CA . 3538 PRODUCT REVISED as complying with the Florida Building Calc Acceplanco No _ 0 E.' ilmtion Dale By ,k Y 0 2015 Miaau -412 a U o J N J [n � w yew tn� o� Z • t72 ZM o .1' 3 I! w:.o l_= drowing no.1 W09 -12J ........... sheet 5 of 7 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • e • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .115 1.067 1 d { ITEM PART N QUANTITY DESCRIPTION MATERIAL MANF /SOPPLIER/REMARKS AL-FAROOQ CORPORATION a 1 c S ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 I ar /�' X. TEL (305) 26 -8100 FAX (305) 2826978 j`. COMP—ANL\W09-12ECO __ 7 - A 750 - --- 11 .500 3/16'1• 1 7 .... FY201 FY202 .._..- 1 1 FRAME 11FAD FRAME SILL _......_..____-... 6063-76 .. 6063-76 I 3 fY203 SIL TRACK INSERT f 6063-76 i_ ;, (o) VENT 1 062 J -7.140 --1 TOP/BOTTOM 1.434 I 813 I 7t ._} _.... RAR_ ' -- w I • T- a 4 FY205 AS REQU MOV FRAME JAMB 6063-T6 3.249 --4'� .813 } _---062 A____ _- 1.718 \ .-J /; 1 i �Q ...... � 1111 5 6 7 FY101 _ ...... FYI04 FYI05 AS RE00 _. ... 1/ VENT 7/ VENT FIXED FRAME JAMB _..... ___. ...... ._....... FIXED MTC RAIL VENT INTERLOCK 6063-10 .. 6063-T6 6063 !6 .._._.. ___. ..... .. _. lJ J STEEL REINFORCING s - 60206 Fr107 I/ VENC 2/ VENT 35670 STILE TOP ANO BOTTOM RAIL 6063-06 6053-T6 1.250' - .130 �� 10 TOA FYIOB FYI tU AS REQU AS REQ0. GLAZIt4G BEAD LAM CLASS) GLAZING BEAD (INSUL. LAM. CLASS) 6063-T6 6063-T6 - _ ___________ _ 0 -1- FRAME """'1.610-�• HEAD t1 - AS REQD. REINFORCING BAR STEEL - .719 _*. •...045 .803 .803 12 - AS REQD. REINFORCING 8677 STEEL .045 � 13 FY204 A�RTEQO. A00 -ON SILL RISER 6063-T6 USE AS REQ0. �'r- _ _ _ I--- r l4 FY208 4 VENT ROLLER HOUSING & GUIDE CFLCON 1.140 .2 9 � l'% 1''' L. ci, J -- �I .____._.........._.. JAL78 STILE _ .062_..- 2.246 3.876 --1---1--- .813 -- _ 1.140-• " TIF --'078 'y - -1.610 --- - ---� 1.05821 -LA22 1 ��- Jjjj��� Li l(( JJJ1.340 ill 2.501 .500 1.047 "� "l GLAZING BEADS 15 16 FY209 FY210 2/ VENT 2/ VENT ---- ROVER ROLLER PIN BRASS - T STEEL .... _.._. _ --5 1 (t J '�T? 17 N8 X 1 AS REQD. FRAME/VENT ASSEMBLY SCREWS ...... CRS .. P.H. SMS i1 ECO WINDOW ' SYSTEMS, LLC. I li 9114 N.W. 106 STREET i MEDLEY. FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 il 18 19 #8 0 3" W23181 2/ VENT AS R100 r1% RAIL SILL SCREWS (SILL END) 06 SEAL W'STRIPPING CRS - --._..... PM. SMS ULTRAFAB 20 03007190 0207 AS REQD AS RM. BULB SEAL BULB SFAL 0 ION SANTOPRENE SCHIEGEL ULTRAFAB DUROMETER 65±5 1.250-� r 23 E203 FLA -50 AS 9E00 AS REQD. GLAZING BEAD BULB GLASS SPACER SAN TOPRENE SILICONE ULTRAFAB DUROMETER 65±5 FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH SULLIVAN & ASSOC. U 1.140 .062 � 1 '-- ,- cam 25 26 27 28 #8 X 1/8 Wg21 FY120 �2/ LATCH 2/ WOW 1/ VENT - LATCH INST. SCREW WEEP VALVE 5/16 BOX SCREEN FLUSH FRAME ADAPTER ST STEEL __ 6063-T6 OH SMS .._. PREFERRED ENG.PRODUCTS OPTIONAL OPTIONAL U MEETING '�'-'""" ---1.344-«- RAIL 999 C) I F---- 2. /50 --..._.. _... FRAME SILL 29 - 2/ LITE SETTING BLOCK EPOM DUROMETER 8035 SHORE A • -1.314- - L }1 �Q [mai dote rby descnpbod 1 I A I04.17.C9I I REV. VER ECCO COMMENTS 1 ' OE: P:Oz 02 0314Cdf1 ; ISLS,'LO 3 (— C)CC9 v9..1d0 ST010 102 I ZIT O � t,�-�?] ( C -( 1 1.202 -.062 C .3a0_) i r___ .3121.azz 062 J SILL TRACK e O --- 1.375- FIXED MTG. I RAIL .500 ---r 87-i •• •• . ••• • • 7 •7� • • • • • .•• 2.812 ••*62• __I•• ••♦.••- 2.750 i___. 2.750 J l 062 _ r ••• • 2.812 • • • • • • • i o .. - L _ $ _ �- I o` J r �' e 2.688 -..._..._.. Engr. JAVAD ANMAO PRODUCT REVISED • t -.062 CML FIA. PE Y 70592 C N. 3538 73 complying the Flock!' Building Lbde Q . Acceptance NO 5" - O 4� • ...�.._. J • • • •• FIXED • Y ......� •' h---1.688 FRAME • • „ _ d • : lJ6a X11 •••• JAMB • • • • • .Sty (`� 1T 7} 789 EN nation Date ,./F.1174 : ' 7��-�1� •I • �n} `.._-}- . / • v Dy _ _. i b:cu� 1 Dade Product Cent t� < r- 1 droWtng no. II 1 W09 -12J . ......... .. O MOV. �. ..._..__}..•_ I•I .874 4- -1.687 FRAME JAMB . • • • • • • • ..__.._...._...- 2.611 I 28 FLUSH FRAME ADAPTER Aft. 1 (sheet 6 of 71 ••• • • • • ••• • • • • • • • • • e • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT TOP/BOTTOM CORNERS • ••• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • FIXED MTG. RAIL CQRNER FRAME BOTTOM CORNER Engr: JAVA() AMMO CIVIL M E N 70592 C.A. . 3538 0 2015 PRODUCT RRVlSCD A9 complying with the Florida Building Code Accepla ce No -o 4.8,09 ExiathMDew •F Viii/ o19 Z w w O 0 rc N v N as oa II5 J _JET, 5_ .__. -- = drawing no.1 W09-121 (heet 7 of 7 ) • .. . • • • ••• • 0 • • • 0 • • • • • • • ••• • • • • • • • • • • 0 • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOR) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (En 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 AID may immediately revoke, modify, or suspend the usproduct or material within their jurisdiction. RER reserves the right to revoke this acceptan if it it is det by Miami -Dade County Product Control Section that this product or material fails o meet the ret • 'the applicable building code. This product is approved as describe herein, anas been designed te omply with the Florida Building Code, including the High Velocity Hut icane Zone. DESCRIPTION: Series "Eco -Guar MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy "00" Outswing Aluminum Casement APPROVAL DOCUMENT: Drawing (L.M.I.)", sheets 1 through 6 of 6, dated 02/ Corporation, signed and sealed by J Ahmad, Revision stamp with the Notice .f Acceptance num Product Control Section. o. W11-05, titled "S-500 Alum. 1, with revision E dated .i1 i.1! 911. t. indow — L.M.I. Outswing Casement Wdw. 23/15, prepared by Al-Farooq rami --Dade County Product Control er and expiratio date by the Miami -Dade County MISSILE IMPACT RATING: arge and Small Missile Impact Resist nt LABELING: Each unit shall bear permanent label with the manufa urer's name or logo, city, state, series, and following statement: "Miainade County Product Control pproved", 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 thisproduct. 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 gndorsernent of any product, for sales, advertising or any other purposes shall automatically terminate this I10A' Failure to comply with any section of this NOA shall be cause for termination and removalo#'OA. • ..• .• .•' ADVERTISEMENT: The NOA number preceded by the words Miami-Dael anty, 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 b). 41. anufacr or its • distributors and shall be available for inspection at the job site at the request of the Raittleng Officia'1, •' • This NOA revises and renews NOA No. 13-0206.07 and consists of this page ): am alviden ce pa • ges E.1 • • and E-2, as well as approval document mentioned above.. The submitted docurnentation was reviewed by Manuel Perez, P. E. MIAMI•DADE COUNTY APPROVED . • • . •• \ •• • NOA No. 15-0406.10 xpiration Date: May 19, 2021 Approval Date: July 02, 2015. Page 1 • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE:- EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.1.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry "fest, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and 11E1'1-1.0-31.51, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, rxpjripg on;TI1716. E-1 • .. . .. • • . . • • .. • • • .... .. . • . . . . .... • . .. . • .. .. • • . • Product C . . . .... • • • to/, P. E. rxajniner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 . { Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement 'Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. • • • . . .. . . . .. . •• • .. .... .. . • . . ....• . •. .. • .... . • .... • • . • . • . .. . lLIanuelE.• Product Conte• • finer NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-2 . . • ECO GUARD- SE,RI.ES-50.0 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE. COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DEIAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SIIIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING 8UT NOT LIMITE0 TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. I THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. LSHUTTERS ARE NOT REQUIRED. --1/8" HEAT STREN'D. GLASS 090" Interlayer DuPont Butocite PVB By 'Kuraroy America, Inc.' -1/8" HEAT STREN'0. GLASS SILICONE d DOW CORNING 899 •• ••• • • •z • •• • • •• • • • 19. • • • • • •• • • •• GLASS TYPE 'A' • /8" TEMP. GLASS 3/8" AIR SPACE I/8" HEAT STREN'D. CI. ASS .090" Inlerloyer -DuPont Oulocilo PVO By 'Kuroroy Americo, Inc.' ,- 1/8" HEAT STREN'0. GLASS FALSE MUNTINS (SURFACE APPLIED) -\ MAY BE USED 37" _ WINDOW WIDTH wftiri "-- ss' VENT WIDTH 29 3/8" /A1 �z1 L M• 'MUM DESIGN LOAD RATING _+ 70,0 PSF (FOR 7E5 SHO'NN OR SMALLER) -- 75.0 PSF o \\ ii \ 6 POINT LOCK 7" MAO. '\ LOCKING POINTS 0/SI11 SEE CHART NERS_._o..___.._ OF WOW. 1101600 NO. UPTO KEEPERS AT SASH m• • 0• • SILICONE DOW CORNING 899 0 • • • • • • • • • • • • •• • • ?LASS •TYPE. 'AA' AT /4 POINTS ALL 517ES SETTING BLOCKS AT INSUL. LAN. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING OPTIONS 3/16" HEAT 51REN'D. GLASS .090" Interloycr DuPont Butucile PVB By •Kuroray Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'B' PRODUCT REVISED ns complying with the Florida Building Code Acceptance No • Itetlon Data 39-18 3 50-5/8 I. 4 63 1 5 76" L 6 NO : GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr, JAVA() AHMAO CML FLA. PE 9 70592 C.A.N.{ 3538 ,111 2 3 2015 V COMP-ANL\W11-05ECO • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • EDGE GIST. TYPICAL ANCHORS -.9 SEE EI EV. _ 18Y I7\ „/ FOR SPACING l WOOD BUCK d I IVa AI' -0 U • • •a i• 7, ' i• ,I EOGE DIST. Ae • • • Y • • • • • • •• TYPICAL ANCHORS SEE ELEV.-- FOR SPACING • ••S .••• ••• • • • • • f • e' • • • • ••STCAL ANCtt0R: • SIEPAC�J. ING • • • • FOR ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • •• • • • • • • • • • • • • • • •• •• MIAMI -DADS COUNTY APPROVED .1 MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE 1 t W000 BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN 1.OADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 BY WOOD BUCK PRODUCT REVISED v e • e • az comy W116a Florida TYPICAL ANCHORS. EulldlnBCoplyfndsw 20 \I. --FOR SPACINGLEV. ,• VV FOR E roti,, Dare ,2 f. EDGE DIST, i IYPICAL ANCHORS SFE ELEV.-- FOR SPACING .A.I._ANCHORS SIE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 %SI. Fy=155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN" PENE1RATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) • AC k :•. (GRADE 2 CRS) INTO TAI. STRUCTURES STEEL : IK. MIN. (Fy 36 KSI MI ALUMINUM : 1/8" 1". T . .. - MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREW5 (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 1/8") WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. - 'dianil r;dc Product Con roI Engr JAVAD AHMAD CML FLA FE / 70592 4./C.! `J. 3538 N z s za15 0 0 C14 0 d -U t.3 U wi r 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV.- FOR SPACING METAL _1 STRUCTURE CI) SCREEN OPT • EXTERIOR D.L. OPG. VENT WIDTH WINDOW WIDTH CJ t/4• MAX. SHIMS WOOD BUCK P TYPICAL ANCHORS SEE ELEV. o / FOR SPACING MIAMI--DADE COUNT( APPROVED MULLION -A SEE SEPARATE NOA �ful r4/ 1 _TYPICAL ANCHORS —SEE ELEV. FOR SPACING -1t • • • • • • • • WINOSW •DTH • • • •� • • •—•- 1 • • • • • • • • • • •• ••• •• • • • •• WINDOW WIDTH • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • •..••...• . • •• • • • • • • •• •• • • • • • 0 PRODUCTRBVISRD as complying with the Florida d$ BuilAccept9 code // L" 041-061..10 O� • A ^ Accding co WO /1,S 10 Ex mon Delo i BY Him ode ProductCon(rol 2l"-...----' /4" MAX. SHIM 28Y WOOD RUC 0 WOOD STRUC, URE TYPICAL ANCHORS SEE ELEV. roll SPACING Engr: JAYAD AHMAO CML FIA. PF. IT 70592 C..4N. 3535 J' J 1.232010 0 LA 0 V 2 0l OF W 2< I a z O O O A (y V Obi c Oai�ecac 14 N Qu. W W N cc LTA J W n 6 } W Z nn r 5Oo w 0 0 d c LI ta1 IU =w_ LI ••• • • • • ••• • • • • • • • • • • • • • ••• • • •' • • • • • •.. • • • • • •• •• • • • •• •• ••• • • • ••• • • •• ••• • • • 4 • •• • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • al .• . • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • PRODUCT REVISED o complying withdwFlorida ltuilding Code o4.o64l0 Anllan No Dal _ — •lOZ1 a Allan Dere 4-7yL� J!...._ Air Miami 9 Produce Engr. JAVAO AMMO CML FLA PE. / 70592 C.A.N. .38 (AU 2.3 2015 c...... — _.... jS; ' II n Ido L � drawing no. 1W11-051 sheet 6 of 6 __EDGE DIST. TYPICAL ANCHORS NSEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• •• ••.• B� • •• •. • . ALT. • • • • • • • • • • In • 4. t• • \.a :. �hniiTYat1�l • ••• •: •r>. • . • • • • •• ••_ • 4� .0 o •. • • •, •..•• • • • . •.•T' •. • • • • • • •• • .• . Jii _• • - • • EDGE DIST. 1 SEE. ELEV. \'TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -MADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS 1 SEE ELEV.-- FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 u 0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Building Codc ""04 4 O0 L w v Awcptanco No _ a•/�c+ i ptrcdon Dam --•L /2021. BY .ic4.._�.1t ABM .41. Pr. uct COn rnl Engr. JAVAD MMAO CMI. IIA. PE 1 70592 CAM. 3538 drawing no. W11-05 .sheet 4 of 6 ) ...................................... ♦•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L (J .078 -• —J .500 1 2.821 1.893 tl . ..........1 FRAME HEAD/SWI./JAMB 2.094 I .062 .719 — 2.354 .372. —( .896 .590 VENT 2.813 L. .000 2.688 ----_.i 062 .769 -�--2.611 r1 (t..5% FLUSH FRAME ADAPTER _ I 'jjII 519 .803 —.{-.045 ! ,.047 (3) GLAZING BEAD (5/16" LAM. GLASS) 1.750 I, 1 .493 CORNER KEY II ., 30 1 ----� .803 045 Lin -;,•• ••• • • • OA) GLAZING BEAD (INSUL. LfAM. GLA1* • • .803 L • • • • •• • • • • •• ••. •• -1 394 1-,-t • ••• • D •• • •• • • • • • �• • • • • • •• • •• • • D#• • • (6) GLAZING BEAD (7/16" LAM. GLASS) 1 .780 d • • • •• • SOI R %FRAME • • • • • • •••. • • • r..._ • .780 • L • • • I .• • • •.,I ty20 ia• • • •' • .245 ••• 120 •.._..d. .120 SNUBBER — VENT SEALANT: ITEM 2 3 JA 38 4 4A 5 7 9 10 11 12 13 14 15 16 17 PART # E501 1502_ FY108 1.505 FY109 E506 E509_ --__F506 1110 X 1-1/4'. E203_ E203 35.12 00 400._ 13096 92 P5340- SS FY120 _-... /f 10 x 1-1/4" A8 X 3/4 018 50_._-_ QUANTITY 4 A5 REGD. AS REQD. AS REQD. AS REQD. AS REQD. OPTIONAL AS REGD. AS RE00. AS 6E0D. 2/ VENT 6/ VENT 1/ VENT 2/ CORNER AS REQD. ..................... 3 2/ SKATL.. AS REGD. 2/ LITE DESCRIPTION FRAME HEAD/SILL/JAMB VENT GLAZING READ (5/16" UM GLASS) GLAZING BEAD (INSUL. LAM. GLASS) GLAZING BEAD (7/16" LAM GLASS) SNUBBER- VENT, FULL LENGTH SNUBBER - FRAME, FUL LENGTH SCREEN FRAME_ __.--....—._.._..___—. 1 NAME AND VENT ASSEMBLY SCREWS BULB WEATHERSTRIPPING, OUROMEIER 65 GLAZING BEAD BULB, DUROMETER 65 4 BAR HINGE, AT TOP AND 601100 MULTI POINT LOCK 5951E4 KEEPER R010 OPERATOR FRAME/VENT CORNER KEY FLUSH FRAME ADAPTER ANTI SAG SKATE 199 SOS SKATE. SCREWS 16 SMS SNUBBER SCREWS SETTING BLOCK 3/16' X 3/4' X 4' LONG CLASS SPACER 1/8HICK INSUL. GLASS EDGE SPACER MATERIAL 6063-T6 6063-10 6063-16 6063-16 6063-16 6063-T6 6063-16 6063-15 586000RENE SAN IOPRENE STEEL ZA6LA0 51EE1. ZAMAK/511. 51 STEEL L _ 6063-36 ... NYLON EPDM SILICONE ST. STELE MANE./SUPPLIER/REMARKS H WH SMS ULTRAFAH ._. ULTRAFAB TRUTH, INSTALLED WITH (2) #10 X 5/8' 505 TRUTH TRUTH OPTIONAL 92.461 PLASTICS IN PAIRS 2' APART, PAIRS SPACED Al 7-3/4' 0.C. OUROMLT£R 801SHORE A FRANK LOWE CARDINAL XL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS_: MUD IPOINT LOCK SYSTEM #13096.92 13Y 'TRUTH' Al FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK OAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" 0.C. MAX. EACH GUIDE FASTENED WITH (2) 9)10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) (j10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES {{35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 1110 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) X10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI—SAG SKATES: VINYL ANTI—SAC SKATES 8Y 'M&M PLASTICS' (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WI EH (2) 1110 X 1-1/4" P FH SDS. PRODUCT RBVISED w cornplyln9 with the Maids ww ^^ 190114188 Code 5'e 406 Acccpinnco No E. i9eu. Dale • 'V //Zee '.4iam' bid 4 e PToducl 0 1901 Engr: JAVAD AHMAO CML FLA. PE Y 70592 C.A.N. ,3538 / / JN Q3Z015 500 ALUM OUTSWU;G CASEMENT WDW. 5 o< m 0 0 w nlr drawing Ro ( W11 -05J fsheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 'Phis 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 y Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofth applicable building c This product is approved a described herein, and has been des' _• ned to comply with the Florida Building Code, including the High Veloci Hurricane Zone. DESCRIPTION: Series 60 luminum Outswing Doors -L. .1. APPROVAL DOCUMENT: DraN ' o. W12-08 ', titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Athe Miami -Dade County Product Control Revision stamp with the Notice of Acceptan t umber and expiration date b he Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Largetnd Small Missile impact Resistant Limitation: 1. See Single or Double Door Design Pressure atings ' _ . • e Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_l. 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB and glassotype G3 is,U4i ted to • Insulated laminated glass w/ .090" Solutia interlayer. • •. ••••• •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. m i a m idade.eov/eeonomv LABELING: Each unit shall bear a permanent label with the manufacturer's name or low‘ty, stat allil Aries attd • • ••• following statement: "Miami -Dade County Product Control Approved", noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed there has: Nett so change in the applicable building code negatively affecting the performance of this prodjrg .,• • • ••••• • • TERMINATION of this NOA will occur after the expiration date or if there has been a rewis on or Chang 'in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an :ndQrslment of airy product, . for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to tomply.v i l3 t ny • 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, andiojlowed byte • 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 #12-0402.03 and consists of this page 1 and evidence pages E-1, a ell as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • . . • . MIAMI DADE COUNTY APPROVED NOA No. 15-0603.13 E 'ration Date: March 20, 2019 A i royal Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., `fest Report No. HETI-12-3357, IIETI-12-3358, IIETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5«' Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS l . Notice of Acceptance No. 11-0624.0.1. issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc. for the "Butacite PVB interlayer", expiringAn 12/11/1fz 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Com any (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expniOron 05 2t'1. . 3. XL Edge seal System 201 SS spacer by Cardinal IG. • .... •. . • • • . . • • . . . F. STATEMENTS •••• • •• . • 1. Statement letter of conformance to FBC 2014 (511' Edition) and letter of irb:fiirdncial.ihte t, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by:J4aKa 1 Ahmad: 1 .E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Tbsting, sealed by .Rafael E. Droz-Seda, P. E.• 3. Lab compliance as part of the above referenced test report. • • ••• • • •• •••. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/1.4/11 and 02-21-12 approved by PERA. E-1 jyLa 1 . t. �.•..,� 'shag I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 . • SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SKEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTEC•TO COMPLY•WIT• TIE • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE 'INCLUDING HIGH V81.*IT1• • • • • HURRICANE ZONE (HVHZ). • • • • • • • • • • • 18Y OR 28Y WOOD BUCKS BY OTHERS. MUST 8G ANCHORFE•PROPiI Y • • • • • • • • • TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT Sti1O14 IN•VE DETV OE. •: • • • • • • NOT PART OF THIS APPROVAL. • • • • • • • • A LOAD DURATION INCREASE IS USED IN OESIQMOF ARCHORS IIA0 *O09 ONLY. • • • • •• • • • • • • •• MATERIALS INCLUDING BUT NOT LIMITED TO ITIFEL/METH. SCREWS, SI -IAT • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. m 1/8" HEAT STREN'D. GLASS --3/16" HEAT STREN'D. GLASS 26 .090" Interlayer —Butacite PVB Dy 'Kuroroy America, Inc.' -.1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS 1'YEI '01' /8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer -SafIcc Clear And Color Gloss By 'Eastman Chemical Co,' -1/8" HEAT STREN'D. GLASS .090" Interloyer Butocite PVB Dy 'Kuroray America, Inc.' -.3/16" IIEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G2' SILICONE DOW CORNING 899 2 5 SETTING BLOCKS AT LAM. GLASS REDD, FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL /-METAL SPACER GLASS TYPE !_02:. SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS LTHESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVA0 AHMA0 CML FLA PE g 70592 CNN. 3538 4 2015 PRODUC f REVISED ein•PIfte[ wI& t►c Florida Raiding Code AreeOtance No 5.-5 43.13 f0Fk••ee INN,NtAA2dl 2b19 tcL,.1.�1A..�y M•.IJ Iltrefr cdeet Central 4. 0 m N o'o OW 11. ce o 4 0 0 CfRO. g3 ea.1 O a W IA G JZr�d d3 F . U J m ce J v 2 Lil ,91 o v4c5.,0 tn� Oo', !7 Z • LT! m 3Z�n 0"P JWmi 12-1 A 2 drawing no. W12-08 (sheet 1 of 9-) ••• •' ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" (' OMAx. SURFACE APPLIED FALSE MUNTINS OR, DECORATIVE GRILL lAAY 8E USED 26 15/16"..., D.L. OPG. 37" MAX. LEAF WIDTH ( LOCK OPTIONS M1 OR B2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - P50 SINGLE DOORS (X) 000R DIMS. LAMINATED GLASS 11 LEAF WIDTH D.L. OPG. 5 1 1 1 I I f EXT.(+) INT. -) • •• • / 37" 11 11 / 70.0 • 75.0 • 11 / ---n7 41. I / I I / //. / ,i \ \1 �,\ i \ � \ . \ 1 ACTNEI l.6 SURFACE APPLIED FALSE MUNTINS OR, DECORATIVE GRILL lAAY 8E USED 26 15/16"..., D.L. OPG. 37" MAX. LEAF WIDTH ( LOCK OPTIONS M1 OR B2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - P50 SINGLE DOORS (X) 000R DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME 6 016140• EXT.(+) INT. -) • •• • 19-3/4" 37" 98' 70.0 • 75.0 • • • 76" MAX. 5" MAX. HEAD/SILL CORNERS FRAME WIDTII HEA!) & SILL ANCHORS AT STILE ENDS (4) AT 3"- O.C. Ar 12" MAX. HEAD SILL ro 0 x � x L w x O / INACTIVE \ LOCK OPTIONS Al OR (I2 \ (OPTION 2 SHQW11 SEE SHEET 7.T FOR DESCRIPTIO! / / / / / / ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY 130 USED • • • •• • • • •• • • • • • ' • • • ••• • •• ••• •• • • • •• .0. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" • • �l.0. WI Tl1 (XX•I7RS)=•(PwM0•# H - 22.125")/2 •• D•• • • • • • • • • ••••••• •• • • • • • • • • • • • • • • • NOTE: • • • • EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 26 15/16" D.L. OPG. 1 26 15/16" O.L. OPG. 37" MAX. (XX) LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37' 98" 70,0 75.0 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 .................. 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY MIME i' REVISE» no complying with the Mai. hawaieg Acceptance NoI-046.13 D.h-_EILS. Mrrl Control COMP-ANL\W12-08EC 0 c, N 0 U o J uiw l- n } L'1 1,, (1) F5.03 Io o ") Lol z•e 0 O 7 w T:LLI H 5 fi 8 0 L no.] sheet 2 o1 9_) ••• •' •'• 0 ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • 0019 • • • • • • • • • •• •• D.L. OPG. 11 1 _ 1 I _-ir ' SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 .................. 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY MIME i' REVISE» no complying with the Mai. hawaieg Acceptance NoI-046.13 D.h-_EILS. Mrrl Control COMP-ANL\W12-08EC 0 c, N 0 U o J uiw l- n } L'1 1,, (1) F5.03 Io o ") Lol z•e 0 O 7 w T:LLI H 5 fi 8 0 L no.] sheet 2 o1 9_) ••• •' •'• 0 ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • 0019 • • • • • • • • • •• •• DESIPN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 INT.(-) 70.0 75.0 30 •N DL. OPG., - 9 70.0 75.0 36 82 70.0 75.0 37 75.0 70.0........ ......75,0.. _ 42 82 61.7 66.1 24 75.0 70.0 75.0 30 75.0 70.0 75,0 36 86 70.0 66.1 37 66.1 70.0 .75.0 51--;.5 42 75.0 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 75.0 64.1 64.1 37 63.3 63.3 24 75.0 63.3 63.3 30 66.1 57.8 57.8 35 98 53,1 53.1 37 , 52.4 52.4 DESIGN LOAD CAPACITY - PSF 510ELITE5 WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE 06108) SIDELITE SIDELITE WIT} OUT 9110 FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES 101.(1-) INT.(-) EXT.(+) INT.(-) 24 •N DL. OPG., - 9 70.0 75.0 70.0 75.0.. 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70,0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 57.8 57.8 70.0 75.0 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS 6000. SEE CHART SINGLE SIDELITE WIDTH SIDELITE WIDTH 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLAS Q,L.0. DIMS •• ••• • • • • • •• 0.1.0. HEIGHT (SIDELITE) = FRAME HEIGgf - 11.00 D.L.O. WIDTH (SIDELITE) = FRAME WIDTH -; 4.438; • • • •• ••• •• 0 • • •• 0 5" MAX. HEAD/SILL CORNERS r 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. CLUSTER OF (4) ANCHORS AT HEAD/SILL 12" ``` MAX. SILL i-it:46` SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L.OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT , 1I 26 15/16" D.L. OPG. 26 15/16" D.L. OPG, 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 0 036 g,g PROMIC f REVISE') U complyInc i45 ik110,1th WWI.% Cock Atavism.: NolITC. 6milraftwe Dee 9 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER IBC 2014 • 666 • 066 • • • • • • • • • • • • 6 • • • • • • • • • NOTE: • • • • • • s • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD 40I10A0 CML . PE # 70592 .AN. 3538 0 4 2015 03 z 2 Lu ga % 0 d g o CC 0 t 0 E opougo OE1 ccg_ot, z 1" a6;12 40 SERIES 600 ALUM OUTSWIN 0 2 0 w -, (i) (r) o 061)) 02- Z oz ,1-8 o _to d w 0 g ) n drawing no. W 1 2-08 666 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D.L OPG. I I I I 1 If, 4 44 2 ..-L-L,' \!I t--1-4'- . ,., -- - .- • ) - T 1, - --_, 1 v \ \ (.0 / , / 1 / i ... ,„ • // % \l 1 \ , \ \ \ \ \ 6 ,/, T LO 1 (0 SE FiCn / / \ <5. / , '00 1=s: ' 2 ..., / 0 OP,DOM1 OR/#2 (aN 1 5 .7 SHEET DESCRIF •N DL. OPG., - 9 ././ i '..V( .. t 11\ 1 : 1 (9 INACTIVE 4 'I=.- 4---- -I-- ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L.OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT , 1I 26 15/16" D.L. OPG. 26 15/16" D.L. OPG, 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 0 036 g,g PROMIC f REVISE') U complyInc i45 ik110,1th WWI.% Cock Atavism.: NolITC. 6milraftwe Dee 9 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER IBC 2014 • 666 • 066 • • • • • • • • • • • • 6 • • • • • • • • • NOTE: • • • • • • s • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD 40I10A0 CML . PE # 70592 .AN. 3538 0 4 2015 03 z 2 Lu ga % 0 d g o CC 0 t 0 E opougo OE1 ccg_ot, z 1" a6;12 40 SERIES 600 ALUM OUTSWIN 0 2 0 w -, (i) (r) o 061)) 02- Z oz ,1-8 o _to d w 0 g ) n drawing no. W 1 2-08 666 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 9/16" MIN. THROW BOLT-"\ PENETRATION 4 1/2" MIN. THROW BOLT - PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING d O 0 W w Jul GLAZING OPTIONS 7... SEE SHEET 1 EDGE DIST. PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 4 N 286 WOOD BUCK OR �- W000 STRUCTURE „i" SEE NOTE SHEET 1 EDGE 91ST_ 1 , 11L? 11 L c ' TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING [WY OR 2BY WOOD BUCKS AN: METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rx /' AL ANCHORS: SEE ELEV. FO SPACI T: • • :Y (Fu=172 KSI, Fy= 5 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAM THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO, CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAM DIRECTLY INTO CONC. OR MASONRY 1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1- 4" MIN. EMBED INTO CONC. OR MASONRY ( „ 1sT ti a • • • • • • • • INTO •MIAMI -D INTO METAL STRUCTURES • • • TEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEL INUM 1/8" THK. MIN. (6063-75 MIN.) • • • • • • 061IEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) UNTY APPROVE (GRAD S) MBS) CRS) ONS (MIN. THK. = 1/8") • • •„•i • • • • • • • 1PICAL•ANCHt!RS • • SEE ELRAlRONS • • • •FOR SPACING • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • • • • At1T( ID STRUCTURE = 1" MIN. • • •INTO fiETAL STRUCTURE = 3/4" MIN. • • • • • • • 1000 S'I HEAD OR JAMBS SG = 0.55 MIN. • • CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. EDGE DIST. METAL - STRUCTURE 8 Rl 2 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I MIAMI -DA0E COUNTY APPROVED•• CLIPPED 4111.1101,1 I SEE SEPARATE N.A TYPICAL ANCHORS --5EE ELEVATIONS FOR SPACING Engr. JAVAD AHMAD CML PE B 70592 N. 3538 U4M U N PRODUC F REVISED sett s(I ywith the FI,rlds od. Amylasce No IS -0603.11. 16yUatim Dor -4.12• 11 •{_ ll�oll� �re/r� Cset..J� DOOR DETAILS U COMP-ANL\W12- O 8 zW K O e n g. a drowing no. W1 2-08 sheet 4 o! 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 11110 • • 1/4" MAX. TYPICAI. ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS DJ \) 1/4" MAX. LEVERS AT STILE. FACE 1 SHIM 180 WOOD BUCK ACTIVE LEAF EXTE.IRIOR METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM ` TYPICAL ANCHORS EE ELEV` FOR SPACING 0 a 37 MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS_ LEVERS AT INSIDE FACE OFSTILE (E ) TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR A2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS _ LEVERS AT STILE FACE 1 /4" MAX. SHIM 2BY WOOD 8 CK OR WOOD STRU&URE EE NOTE SHEET 1 INACTIVE LEAF ACTIVE LEAF O.L.O. D.L.O. LEAF WIDTH LOCK OPTION in EXTERIOR •• ••. • • • • • • • • •• • •• • • • • • • •• ••• •• • • •• •. •. • •. • • •. •. ••. • • • • 2 POINT LOCK ASSEMBLY -- 76" MAX. DOUBLE DOOR FRAME WIDTH LEAF WIDTH 4 POINT LOCK ASSEMBLY • • . .• NATIVE USAF • ACTIVE LEAF •• • • --- • (• • • • ■ I 1M il O.L.O. D.L.O. LEAF WIDTH LOCK OPTION in EXTERIOR •• ••. • • • • • • • • •• • •• • • • • • • •• ••• •• • • •• •. •. • •. • • •. •. ••. • • • • 2 POINT LOCK ASSEMBLY -- 76" MAX. DOUBLE DOOR FRAME WIDTH LEAF WIDTH 4 POINT LOCK ASSEMBLY • • . .• NATIVE USAF • ACTIVE LEAF •• • • --- • (• • • • ■ I MB=• �.s i 4 l� L I .��� • .�. • LOCK OPTION 11 DOOR DETAILS Engr: JAVAD AI4MAD CML FLA. PE N 70592 A.N. 3538 2b5 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 L 0 0 J J FAX (305) 885-5902 600 ALUM OUT G 0 0 PRODUC F REVISED - U to•plylel wNk the FImld8 ' wNellC.de AcctUylaece Ne li-06e3•1;o °: u � E>,pkalle. Dale 3"/}za� ' o « 11. l. 8 1 drawing no. W12-08 sheet 5 of 9j •.• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• .•• • • • ••• • • TYPICAL ANCHORS EDGE 01ST. 1/4" MAX. SI OM 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV.- FOR SPACING IBY W000 DUCK a ' \TYPICAL ANCHORS SEE ELEV. v FOR SPACING 0 EXTERIOR D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" 11T. MAX. SINGLE SIDELITE WIDTH I/4" MAX. - #12 SMS AT 5" FROM ENO5--- ANO 11" 0.C. MAX. PRODUC f REVISED u complying with the Florida Wailing Cods Accepuece Nom -O Loa • 3 VaMkMMa a Date '' Zeit 7 tr Mlr+t,Orar C+tia$ TYPICAL ANCHORS SEE ELEV. FOR SPACING 0.L.0. EXTERIOR SIDELITE WIDTH LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH -. MAX. UNIT FRAME WIDTH �--SEE ELEVATIONS FOR SPACING • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SIDELITE DETAILS Engr: JAVAO AHMAO CML FLA. PE # 70592 C.A.N. 353B Sf 64 2015 EDGE DIST. . J tn 5C` '' \ Z SIDELITE FRAME HEIGHT D.L. OPG. EXTERIOR O GLAZING OPl /-f SEE SHEET ----- // d A/ 00 zx •• •t • • • c 00 0 • ••I. • • • EDGE 01ST. 1/4" MAX. SI OM 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV.- FOR SPACING IBY W000 DUCK a ' \TYPICAL ANCHORS SEE ELEV. v FOR SPACING 0 EXTERIOR D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" 11T. MAX. SINGLE SIDELITE WIDTH I/4" MAX. - #12 SMS AT 5" FROM ENO5--- ANO 11" 0.C. MAX. PRODUC f REVISED u complying with the Florida Wailing Cods Accepuece Nom -O Loa • 3 VaMkMMa a Date '' Zeit 7 tr Mlr+t,Orar C+tia$ TYPICAL ANCHORS SEE ELEV. FOR SPACING 0.L.0. EXTERIOR SIDELITE WIDTH LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH -. MAX. UNIT FRAME WIDTH �--SEE ELEVATIONS FOR SPACING • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SIDELITE DETAILS Engr: JAVAO AHMAO CML FLA. PE # 70592 C.A.N. 353B Sf 64 2015 •• ••• • • • • • •• • • • • • • • • • • • • ' • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ITEM 1 PART 9Rg5. DESCRIPTION MATERIAI. MANP./SUPPLIER/REMARKS 2 E601 E602 - - DOOR FRAME HEAD/SILL FRAME COVER 6063-06 6063-T6 - - 3 E603 - DOOR FRAME JAMB 6063-16 - 4 4A (604 0626 - - 0100111E TOP & BOTTOM FRAME SIDELITE 9' BOTTOM FRAME 6063-16 - 6063-16 - 5 0605 - SIDELITE FRAME JAMB 6063-T6 .- 6 6 E606 (607 - - SIDELITE SLIP ON JAMB 6063-T6 6063-T6 - LEAF TOP & BOTTOM RAL - 7A (625 6606 0609 - - - LEAF 9" BOTTOM RAIL __...6063-T6 0063-T6 6063-T6 - 8 9 10 11 LEAF W'STRIP ADAPTER - - LEAF ITINGE STILE E610 0611 - LEAF LOCK STILE LEAF ASTRAGAL STILE 6063-96 6063-T6 - - - 12 (612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-06 4-1/4" LONG 13A 0513 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 6614 - GLAZING BEAD (5/16" LAM. GLASS) 6053-T6 - 14A 15 6109 - - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - E615 GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 17 E616 - - AS RE00. 3/ LEAF SNAP COVER 6583-76 - E613 BOLT SUPPORT 6063-16 NOT SHOWN 18 19 - F0-107 SIDELITE MULLION REINFORCING 6063-T6 BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 FBI202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 68991456 - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 112 SMS AS REDD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FN SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W1 1323 - PILE W'STRIPPING WOOL ULTRAFAB 26 27 (20618-K4-3020 - BULB W'STRIPPING SANTOPRENE EPGM E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 29 - E622 -GLASS SPACER SILICONE NYLON FRANK LOWE RUBBER CO. - _....._.....—_..—_—_._..._..__—__.. FLUSH BOLT CUP - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIW8 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 j10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG 0609 AT 6" FROM EACH END, 06909(TER 60±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPGM AT 6' 6601A EACH END, 05506 TER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SEALANT. SEALED WITH Engr: JAVAD AHMAO CML FLA. PE Y 70592 C N. 3538 �t 14 2015 w 0 13 a 0 0 8 0 0 8 J m -J 1/) M w n } w (n ' 00 ,0 0 0M 0 Z3w m m Z} o o BOJ `h U ,- w rn� Y n t (drawing no. W12-08 sheet 7 of 9 000 • • • • • • • • • •• •• •• •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • 000 • • • 000 • • LOCKS. OPTION r1• WIVE LEAF. 4 POINT LOCK ASSEMBLY OL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCH t1ANOLE LOCATED AT 42-I/2" FROM BOTTOM INACTIVE I FAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM / / / / \ \ \ \4 AMC HINGES: / / / / / / \ \ \ \ \ \ / / \ /. ' /i \ ./ \ / \ / \ / \ / / INACTIVE I‘ti. ACTIVE OPTION N2: ACITIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME. AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" Ftl MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITTI (2) g8-32 X 1/2" FH MS •• ••• • • • • • •• • •. • . • • • • • • • .•" • • • • • •• ••• •• • • • •• 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #F0-107 BY SULIWAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.0. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB • ••• • • • • • • •• • • •• •• • • ••• ••• • • • • • • • • • '• • • • • • • • • • • • • • • ••• • • • •• / / / / / INACTIVE \ \ Enpr: JAVA) AMMO CML 1IA PE / 70592 C.A. 3538 PAODUC f REVISED u evwpl3N 3 wll► Oe Florid& bolohliode Aeaept.«eNo 15-oLo3.13 syttw« Date ' 12a) Iq 68aL11Krk I ttC,slo I Z wm 0 H 18i W12 -08J sheet 7.19.f 9 ) • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000_------,-. 1...-1.750 ___.� -1 .__ 1 -.519 i -1 x--.394 j '�'j I r-.130 AL-FAROOQ CORPORATION ra ENGINEERS 84 PRODUCT DEVELOPMENT !.c. 1235 S.W. 87 AVE f MIAMI, FLORIDA 33174 'i C TEL (305) 2645 6 1 . 100 FAX. (305) 262978 -/` COMP-ANL\W12-OBECOJ i E 11. .078 4. 4. (7) .078 31 LEAF .-04_..._ r1.5074-1 TOP/BOTTOM 4.750 ___ RAIL .4 .803 045 1.047 r �i) GLAZING BEAD 5/16" GLASS7/I6' .803--IF9-.050 .._ 1.04'1 _\ (Tv) GLAZING BEAD GLASS 1--- .803 -45 1_ _ ..._� - 1.172 .- 15 GLAZING BEAD 11,10111_GLASS ., .625 =_11 1 F F"..--2.062....... (i) DOOR FRAME HEAD/SILL 1.625 - '-'- 1.507-'. J, 4.000--..._.._� 4.781 (4) -4-.078 s �,, i .507.01 TOP -� � 1 . 1.625 II & BOTTOM FRAME _ - -.078 078 v3.719 CI I 1.750 i v----'�T 1.507 1 I I 8.250 1.500 ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 7.531 312 } .062 (8) LEAF W'STRIP ADAPTER AIiOPI!C f REVISED u eonituylop 4.111‘ Ole F14riAa bodin8Ci104 Ateeptao<e NoJ$-..O.41&i3 1141r441%,a Deft Z l`9 (9) LEAF HINGESTILE ..5.344 4.000 (31 Abd tc.a.+ 2.081 I 1,750 Jl� y 7 1. .094 (I�y SIDELITE --- - '3�12 .442 329 078 1 4 (in ,7501 9" BOTTOM RAIL 584 V o.o� LEAF 078 LOCK STILE �.-1.812-�1 II (z) FRAME COVER 1.507 "I . LEAF ALIGNMENT BRACKET 750 - a u V z 2 g - __ 281 I_- LL. '-5344 -.078 -- 14 3.79 .078 -- 1.5 1__ ® LEAF 375 125 CLAMP 3.781 -...0..'125 I - I �{ .050 1s SNAP COVER 1-.687 1.97 I LC H- 1. 107 d 1.750 2,0181 a154 - F _ a.00o --- ASTRAGAL STILE yvg , r a t- ' < o 0 m 0 --- HINGE BACK-UP PLATE .' • . • • 9000 r 1.250 �'"� -`i .719 18 SIDELITE MULLION REINFORCING rtsoo'j "1 '.625 :r I. •• ••• 1.500 4y� -iii• • • • •••♦ • • •719 • • 4,000 .078 -- 2.097 f 4.000 • .078 - • • • • • •• • • • • • •• • • • • • • • • I • r • • Y?O� • • ` • ^"^ n j o r m n • • • • • • • • 1,625 Y G 4.188 Enyr. JAVAO A10AAO CML FC.A.PN. 533708592 U. E • • • • • •....._.._._ .078 ' O� \ ZO, J 1-- drawing no. W12-08 _-• 4.000 4A 5 SIDELITE FRAME JAMB 3 DOOR FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB -7 sheet $ of 9 • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• DOOR FRAME CORNER SIDELITE FRAME CORNER SIDEUTE MULLION SUP ON JAMB CORNER IP IV • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• •• • • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISiON NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 N.W. 251h Street Doral, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this ac nce, if it is determined by Miami -Dade County Product Control Section that this product or sn. - ial fails to rneet"the requires .f the applicable building code. This product is approved . described herein, and has been designso comply with the Florida Building Code, including the High elocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy DESCRIPTION: Serie "560" Aluminum Sliding Glass Door (3-1 ack) w/ wo Reinforcements — L,M.I. • APPROVAL DOCUMENT: sheets 1 through 13 of 13, including with latest revised "D" dated 12/23/15, sign County Product Control Revision s s with the ntrol Sect; n. awing No. W09-58, titled "Series 56 ets 2.1 and 9.1, dated 11/ ,• Miami—Dade County Product Notice o Alum Sliding Glass Door — LMI", , prepared by AI—Farooq Corporation, avad Ahmad, P. E., bearing the Miami—Dade ce tance number and Expiration date by the MISSILE IMPACT RAT G: Large and Small Missile Impact Ra ing. LABELING: Each unit sh bear a permanent label with the man .acturer's name or logo, city, state, model/series, and following staten : "u iami-Dade County Prodt Control Approved", unless otherwise noted herein. ••. •• . • RENEWAL of this NOA shall be considered after a renewal application has been Thed 'and thhft3 h'as: been no change in the applicable building code negatively affecting the performance of tiliF roauct. • TERMINATION of this NOA will occur after the expiration date or if there has bean a revision or•• change. . in the materials, use, and/or manufacture of the product or process. Misuse of this A14A as an ;nae>'sement of any product, for sales, advertising or any other purposes shall automatically tellrtipatC;this TOA••F•ailure to comply with any section of this NOA shall be cause for termination and removal'tif Nt)A. •"' ADVERTISEMENT: The NOA number preceded by the words Miami -Date Colinty, 'lorei4a, and • • followed by the expiration date may be displayed in advertising literature. If arty pogtion of;titt;•.NOA ism • displayed, then it shall be done in its entirety. • • • • • • • • • • • e INSPECTION: A copy of this entire NOA shall be provided to the user by the rnanufachher or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0416.05 and consists of page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • .• . . • MJAMI•DADE COUNTY APPROVED App NOA -ration‘Date: rr 1 Date: Jan o. 15-04 .05 lie 12,20 ary 7,201 Page CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1209.07) 2. Drawing No. W09-58, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9.1, dated 11/10/09, prepared by AI—Farooq Corporation, with Latest revised "D" dated 12/23/15, 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) Small. Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked --up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Test Laboratory, inc., Test Report No. HTL-0080-0707-09, dated 11/10/09, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09-1209.07) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08--2070, HETI-07-4427, HETI-07-4405, HETI-07-4418 and HETI-07-4428, . dated 02/29/08, signed and sealed by Candido F. Font, P. E. •, • . • (Submitted under previous NOA No. 08-0304.05) • • • ••• •• •• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cominfinewith FBG.2014, 501 edition, dated 03/20/15 and 12/09/15, prepared by Al Farc xx Otrporati.onvs}gned and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 •• •••• .• • . . .... •. . • •. .. ..•• D. QUALITY ASSURANCE 1. Miami -Dade Department of .Regulatory and Economic Resources (RER) • • • . • . . • • • .. .. . .•.• • . . • . E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0413.05 Expiration Date: June 12, 2017 Approval Date: January 7, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (cont.) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/2014, expiring on 12/11/2018. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Glass Interlayers" dated 06/25/2015, expiring on 07/04/2018. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2014, 5'h edition, dated 03/20/15, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0707-09, issued by Hurricane Test Laboratory, Inc., dated November 10, 2009, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09-1209.07) 3. Laboratory compliance letters for Test Reports No.'s HETI-07-4405, HETI-07- 4409, HETI-07-4416, HETI-07-4418, HETI-07-4424, HETI-07-4425 and IIETI- 07-4426, issued by Hurricane Engineering Testing, Inc., dated December 27, 2007, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0304.05) G. OTHERS 1. Notice of Acceptance No. 12-0416.05, issued to CGI Windows & Doors, for their Series "560 Aluin Sliding Glass Door (3 -Track)— L.M.I.", approved on 08/02/12 and expiring on 06/12/17. • • • • • ... .. . •. • .. • . . • • .... .. . . .. . .... . • .. . . • . ..• .. .... • . . • .. . • • .. . • . .. . .... • . . • • E-2 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0413.05 Expiration Date: June 12, 2017 Approval Date: January 7, 2016 1 JAMB ANCHORS FALSE MUNTIN_ OPTIONAL PAIR OF ANCHORS._. AT JAMBS i 0 0 ri MAX. JAMB ANCHOR SPACINGS ANCHOR TYPE SHIM SPACE 'A' k 'B' 'C' 'D' & 'E' 1/4" 1a-1/2" 18-1/2" 18-1/2' 3/8' I8-1/2" - 18-1/2' I/2" I/2' -._ 9-1/4' - 9-1/4" PAIR OF ANCHORS _ Al HEAD/SILL 280 1/2" MAX. 0008 FRAME WIDTH (6 PANEL DOOR) HEAO ANCHORS IN PAIRS 2,3,4085 AT STILE ENDS SEE CHART ON SHEETS 5 & 6 FOR CAPACITY �LTYP. II --- D REINF. % AS READ. SEE SHEET 3 D) SERIES 560 ALUM SLIDING GLASS DOOR (3 TRACK) DESIGN LOAD RATING FOR DOORS TO 8E AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FOC TO BE REVIEWED BY BUILDING OFFICIAL. •• ••• • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED•I0 COMPL0 WITNS TAE • • REQUIREMENTS OF THE 2014 (5014 EDITION) FLORIDA BUILD: CFD! S •- • • INCLUDING HIGH VELOCITY HURRICANE 7ONE (HVHZR. • • • • • • 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BA INCHORIO•PROPUlY • TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SIjDW1S 114T1ESE DETAjI_S TRE • NOT PART OF THIS APPROVAL. • • • • • • A LOAD DURATION INCREASE IS USED IN DESICN:OF ALtlORt IIO:OOg 041.Y ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. TYP. e\ SILL ANCHORS IN PAIRS 2, 3, 40R5 AT STILE ENDS SEE CHART ON SHEETS 5 & 6 FOR CAPACITY 18" MAX. HEAD/SILL -SEE SHEET 8 4" TYP. 6" MAX, HEAD/SILL. CORNERS 1--(irtll...=i i" , — 40 14 I 40 1/4" I 0.1, OPG. D.L. OPG. -�-I 48 1/4" L 48 1/4" PANEL WIDTH PANEL. WIDTH TYPICAI"`EI FVATION ALTERNATE SIZE UNITS: MAX. FRAME AREA OF 000RS WITHOUT POCKETS NOT TO EXCEED 350.6 SQ. FT. • NSTrUCTIONS' • • • USE CHARTS AS FOLLOWS. • • •STEF11 DETERMINE DESIGN WIND LOAD REOUIREMENT BASED • • • ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE • • • • USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE 000R CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. *SHIP o •USING CHARTS ON SHEET 5 & 6 SELECT ANCHOR OPTION .WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • •IN STEP 1 ABOVE. .• STP 4:Fgi SIDE BY SIDE DOORS WITH VERTICAL MULLION OF REOUIREOr1 TITECK TUBE CAPACITY FROM CHART ON SHEET 13. SELECT ANCHORS AS PER STEP 3. ,STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. OF -H'S NOA 0 4S OPE_N! 10 D.L.0 HEIGHT = DOOR HEIGHT - 13 5/16" D.1.0. WIDTH = PANEL WIDTH - 8" i'. I'I I! it I LzI- POCKET JAMB ANCHORS !THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. [S1iUTTERS ARE NOT REQUIRED. 3 TRACK DOORS LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL. MISSILE IMPACT Env: JAVAO AHMAD CML 0LAC. .A.NPE. c57308"2 J1S PRODUCT RGV ISI.D es °emptying wish the Florida Building Code Acceptance Nu ATI WEplistion Data Lj, �y�' Rodud Cumrol W09 -58l Lsheet. 1 of 13_ •IV • • • • • • • • • • •• •• • • • ••• • • ••• ..r . • • • • • • • • • • • • •• •• ••• • • MAX FRAME WIOTH_ ti XXX (SHOW OXX XXO C.. MAX. FRAME. WIDTH XXXXXX (SHOWN) OXXXXO MAX. FRAME WIDTH `D r II L i L F' Yom_ r II ,F� ( 2J 1l i ( 1 L i; (D) REINF. AS REDD. S E St CET 3 (D) 1EXT _ REINr. AS REOD. SEE SHEET 3 REINF. AS REDD. (2 ( / I SEE SHEET 3 \F� 14111—ILL� I /D) 1_, II _III r, r -T all Door Frame Width based on Panel Width an! • 3 •ane•Door' • Pond, Doh • • I Width - Fr•ne Wdll FArne•Widr • 24 1/41 • 69 1y4" • 107 61r14 • r/ • 36 1/4" 105 1/4" 209 l/2" 42 1/4" i 123 1/4" 245 1/2" • LW.1 j4" 141.1/4" •.431 I/2"•_�1• • • • I 54.1/4" 1'9 :4"X17 I/2" • • • • '. 60.1/e .1 117 114"• • 353 •/2"• • •-• • • • • •- • • • MA2IMUM DOOR HEIGHT = 120" • Formula to convert Door Width to Panel Width For 3 Panel Doors: (Door Width + 3 1/2")/3 = Panel Width For 6' Panel Doors: (Door Width + 8")/6 = Ponel Width Formula to convert Panel Width to Door Width For 3 Panel Doors: Ponel Width x 3 - 3 1/2" = Door Width For 6 Ponel Doors: Panel Width x 6 - 8" = Door Width ••• • Ponel Height Formula Door Height - 2 9/16" =Panel Height • • •• • 0 L OPENINQ D.L.0 HEIGHT = DOOR HEIGHT - 13 5/16" D.L.O. WIDTH = PANEL WIDTH - 8" Engr: JA5A0 AMMO CME RA. PE 70592 C.A.N. 3538 i s I-1; 0Ir; PRODUCT REVISED es complying with the Fonds whelk* MP �' roduu C,nnral Mttpn 0 ( drawing no. l W09-58� `sheet 20113 TT—•1 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -S.• I b -0 6 `D r II L i L F' Yom_ r II ,F� ( 2J 1l i ( 1 L i; (D) REINF. AS REDD. S E St CET 3 (D) 1EXT _ REINr. AS REOD. SEE SHEET 3 REINF. AS REDD. (2 ( / I SEE SHEET 3 \F� 14111—ILL� I /D) 1_, II _III r, r -T all Door Frame Width based on Panel Width an! • 3 •ane•Door' • Pond, Doh • • I Width - Fr•ne Wdll FArne•Widr • 24 1/41 • 69 1y4" • 107 61r14 • r/ • 36 1/4" 105 1/4" 209 l/2" 42 1/4" i 123 1/4" 245 1/2" • LW.1 j4" 141.1/4" •.431 I/2"•_�1• • • • I 54.1/4" 1'9 :4"X17 I/2" • • • • '. 60.1/e .1 117 114"• • 353 •/2"• • •-• • • • • •- • • • MA2IMUM DOOR HEIGHT = 120" • Formula to convert Door Width to Panel Width For 3 Panel Doors: (Door Width + 3 1/2")/3 = Panel Width For 6' Panel Doors: (Door Width + 8")/6 = Ponel Width Formula to convert Panel Width to Door Width For 3 Panel Doors: Ponel Width x 3 - 3 1/2" = Door Width For 6 Ponel Doors: Panel Width x 6 - 8" = Door Width ••• • Ponel Height Formula Door Height - 2 9/16" =Panel Height • • •• • 0 L OPENINQ D.L.0 HEIGHT = DOOR HEIGHT - 13 5/16" D.L.O. WIDTH = PANEL WIDTH - 8" Engr: JA5A0 AMMO CME RA. PE 70592 C.A.N. 3538 i s I-1; 0Ir; PRODUCT REVISED es complying with the Fonds whelk* MP �' roduu C,nnral Mttpn 0 ( drawing no. l W09-58� `sheet 20113 TT—•1 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. FRAME WIDTH PX XX(SHowN) XXXP MAX. FRAME WIDTH 7 (off ("J.-. (E) �D1> (p)` - (.1.'].)-. o 31 .o- PXXXXXXP (SHOWN) MAX. FRAME WIDTH i D,- - CO) `E; ry �D1> - "Th.... o d= .o- PXXXXXX(SIIOWN) PXXXXXO XXXXXXP OXXXXXP [• , •. •� POCKETED DOORS •• • •• ••• • • • • • •• • •• _REINF. AS RE00. SEE SHEET 3 000R FRAME WIDTH /E ` REINF. AS RE00. SEE SHEET 3 () `1 J i\- ) 6 L 7t It t a L -.JI_. -1 fP> b1j ( L -11F, p [ ..1 1—r? I DOOR FRAME WIDTH _REINF. AS REOD. SE E SHEET 3 1E (F) 1 •.' C o_ — n O m 0 19 trt 0 off, p 4.1CP 8.x - N o 0 0 N 6 N) 0, rt n;nq O a • • • OYer , II poor :idlh based on Panel Width • 11.041 PxKit k1xe• rixxxxxe 1 Pxxxxxx • wet* • Do* With 011,r Width Door Width • •._—• r—•— O. • --111,—.-------- • • ------ • NI 11114 •5 1/4" 129 178" 133 7/16" • • • 301'174" ._• ._. ... y 83 174° lit? 3/8'• 169 7/16" 36 1/4" 1 101 1/4" 201 3/8" 1205 7/16" 02 1/4" 119 1/4" 237 3/8" 241 7/16" iipr ...�k4." _... LID 1/4........ • 1'J • 1 4 •155 i 4" • 309 375" 313 7/16" 13 Ifo° 1•3 1/4" • 145 3/11"• 349 7/16" • • 7 0 MAXIMUM DOOR HEIGHT = 120" ••• • • • •• • Formulo to convert Door Width to Panel Width For PXXX: (Door Width + 7 1/2")/3 = Ponel Width For PXXXXXXP: (Door Width + 16 1/8")/6 = Ponel Width For PXXXXXX: (Door Width + 12 1/16")/6 = Panel Width Formulo toconvert Panel Width to Door Width For PXXX: Ponel Width x 3 - 7 1/2" = Door Width For PXXXXXXP: Ponel Width x 6 -- 16 1/8" = Door Width For PXXXXXX: Portal Width x 6 - 12 1/16" = Door Width Panel Height Formulo Door Height - 2 9/16" = Ponel Height D.L. OPENING D.L.0 HEIGHT = DOOR HEIGHT - 13 5/16" 0.1.0. WIDTH = PANEI. WIDTH - 8" LXT. Engr: JAVAD AHVAD CML FLA. PE / 7C592 C.A. . 3538 EC 232015 PRODUCT 1111.1511) !i ttnnplyiug with the I"KAIds Building Code ot- Accepta[ceNo S"_. Expiration T)me r1 Dy � y Cartrol Miamt drawing no. W09-58 (sheet 2.10f 13. ••• • • • • • • • • • •• • ••• • • • ••• • • • ••• • • • • • • • • ••• i • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E Bl(': • RESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) I GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES '2' '2A• GLASS CAPACITY CHARTS 1' A 'IA' '2' & '2A' 1 34 IA 2 34 2A ppp8 MAK & 'IA' & DOOR iWJAE W/0 REINF. H/0 REINF. KITH REINF. DOOR Mut HEIGHT 14/0 REIN?. 14/0 RE1NF. KITH REINF. .6.60_ 81094 HD6111 A/0 REINF. R/0 REINE NITPI REINF, PAVE. 4/10114'. 1664E5 (10661 416409 EXT,(4) IN1.(-) EXT.(4) INT.(-) EXT.(+) INT.(-) PANEL WIDTH INC4E5 I461rt5 EXT.( +) 16T.(-) 662,(4) ! INT.(-) 091.(4) I INT.(-) INCHES 140065 EXT(4) 1141.(-) EXT.(+-) INT.(-) EXT.( +) INT,(-) 120.0 130.5 120,0 170.0 24-1/4 80.0 80.0 80.0 80.0 120.0 140.0 24-1/4 80.0 80.0 80.0 80.0 1200 140.0 24-1/4 1 120.0 130.5 109.3 109.3 1200 170.0 30-1/4 80.0 800 80.0 60.0 120.0 , 1400 30-1/4 80.0 80.0 800 80.0 1200 140.0 30-1/4 i 1093 ._... I 1.6 109.3 . ._... 4 6 _ ..... 101,66 ._ 101.6 120.0 1/0.0 33-1/4 800 80.0 80.0 800 1200 10.0- 33-1/4 80.0 80.0 80.0 80.0 120.0 140,0 J - Sb 4 93.2 93.2 120.0 1701 36-1/4 80.0 • 80.0 80.0 80.0 1700 140.0 36-1/4 80.0 800 _ " - 800 800 - 1200 - 140.0 ---- NOTE: SILL RISEf2 TO 8E 19-1/4 86.1 86.7 86.1 86.1 --.- 1200 170.0 39-1/4 60.0 80.0 ...... 80.0 80.0 _.._ 1200 140.0 39-1/4 80.0 80.0 • 80.0 800 1200 140.0 APPROPRIATE R MAX. POSITIVE SELECTED FOR 02-1 4 / 79.9 799 739 799 1200 _i_1591 67-1/4 799 799 79.9 799 -- 1200 09 1400 --- 42-1/6 789 789 '98.7 7 789 78.9 1200 140.0 DESIGN PRESSURE SEE DETAILS 44-1/4 99 763 _ 769 - 763 763 _ ._._ /200 110.0 ---- 44-1/1 111 762 _ - 76,2 - -- 76.2 79.0 120.0 120.0 110.0 1400 ON SHEET 4. 46-1/4 BO 730 730 71.0 730 1200 146.1 46-1/1 730 730 7___- 73.0 730 1700 110.0 46-1/4 73 730 73.0 r 79.0 OBTAIN ANCHOR TYPE AND ----- _-„ 700 73.0 1200 146.0 48-1/4 700 700 70.0 701 1200 1401 48-1/4 710 710 700 710 1200 1400 USE FROM 46-1/4 / 73.0 700 67.2 672 1152 134.4 50-1/4 671 672 672 67.2 115.2 134,4 50-1/4 671 672 67.2 672 1152 134.4 CONFIGURATION i0 ANCHOR CHAR IS ON SHEET 5 50-1/4 52-1/4 67.2 64.6 697 641 64.fi 641 110.8 129.3 52-1/4 64,6 641 64.6 641 110.8 129.3 52-1/4 - I - 900 900 MULLION SIZE AND CAPACITY TO 62.3 106.7 124.5 54-I/4 62.3 62.3 62.3 62.9 106.7 121.5 54-1/4 - 900 900 BE OBTAINED FROM CHARTS ON 54-1/4 56-1/4 ', 62.3 60.0 62.3 60.0 62.3 60.0 60.0 102.9 120.1 56-1/4 60.0 60.0 69.0 102.9 120.1 56-1/4 - - 900 90.0_. SHEET 43. 58-1/4 j 58.0 58.0 58.0 560 994 1161 58-1/4 .60.0 58.0 58.0 58.0 X58.0 99.4 116.0 58-1/4 - - - _ 900 • 90,0 LOWEST APPLICABLE VALUE FROM 60-1/4 56.1 56.1 56.1 56.1 96.1 112.1 60-1/4 - - 900 1 90.0 60-1/4 - 900 90.0 E WILL THE ABOVE APPLY TO 130.0 120.0 170.0 24-4/4 800 80.0 800 80.0 1900 4 1400 24-1/4 80.0 800 80.0 80.0 120.0 1_140.0 CONDITION RLVIEWEO. 24-1/4 30-1/4 1200 1088 130.0 108.8 120.0 108.8 108.8 1200 ' 170.0 30-1/4 800 800 80.0 80.0 1200 140.0 30-1/4 800 800 60.0 80.0 80.0 1200 140.0 120.0 140.0 33-1/4 101.2 - 101.2 ._- 101.2 .__ 93.2 101.2 __.. 93.2 120.0 1, 170.0 ._._. 120.0 1700.0 33-1/4 36�-1 /1 80.0 80.0 80.0 80.0 80,0 j 80.0 80.0 ( 80.0 120.0 140.0 1200 140.0 33-1/4 36-1/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 120.0 140.0 36-1/4 932 53.2 e66.1 86.1 120.0 170.0 39-I/4 .... 80.0 80,0 80.0 80.0 120.0 140.0 39-1/4 80.0 80.0 80.0 80.0 120.0 140.0 PRODUCT REVI0C:D 39-1/4 42-1/4 861 861 79.9 79,9 79.9 79.9 1200 159.9 42-1/4 80.0 I 79.9 80.0 79.9 120.0 140.0 42-1/4 784 784 78.4 784 1200 : 140.0 4A complying Nih-flWl+{d Coge SERIES -560 ALUM SLIDING GLASS DC CGI Windows and Doors, 110100 N.W. 25TH STREET uIt,UM FI _ 33172 76.3 76.3 120.0 1 152.1 44-1/4 80.0 ` 76.3 80.0 76.3 120.0 i 140.0 44-1/4 /5.7 757 75.7 757 1200 140.0 poildinn84ae190 IS-o413o9C- 44-1/4713 763 76.3 730 73.0 •446-1/4 73.0 73.0 1200 146.1 45-1/4 102 73.0 1--/3.0 730 73.0 1200 140.0 46-1/4 114 730 730 73.0 730 1200 140.0 (pODlac I ExpirVL 48- 4/4 700 700 700 I 70.0 1200 440.0 48-1/4 70.0 [ 700 70.0 700 1200 1400 48-1/4 700 1 700 700 700 1200 140.0 _ -_ 67.2 67.2 115.213 1344 50-1/4 67.2 67.2 67.2 67.2 1152 134A 50-1/4 67.2 692 672 67.2 1152 4.4 By-1 01101 50-1/4 52-1/4 -. 54-1/4 672 67.2 64.6 64.6 62.3 62.3 64.6 ) 62.3 64.6 62.3 110.8 429.3 106.7 J 124.5 52-1/4 54-4/4 64.6 64.6 623 62.3 64.6 64.6 62.3 1 62.3 110.8 1 4293 106.7 C 1245 52-7/4 54-4/4 - - - - 90.0 900 90.0 90.0 +Y- 56-1/4 60.0 60.0 60.0 60.0 102.9 120.1 56-1/4 600 j 60.0 600 60.0 102.9 ? 120.1 56-1/4 - - - 90.0 90.0 58.0 580 99.4 116.0 58-1/4 - 1-- - - - 90.0 i 90.0 58-1/4 - - - 900 1 90.0 (n 58-4/4 60-1/4 I 580 590 56.1 561 56.1 561 961 112.1 GO-1/4 - - - 90.0 90.0 60-1/4 - - - 900 90.0 f- 01 1201 1286 1200 170.0 24-1/4 80.0 80.0 80.0 80.0 4200 140.0 24-1/4 80.0 I 80.0 800 80.0 1200 140.0 D N 24-I/4 1200 1286 107.2 107.2 107,2 420.0 170.0 30-1/4 800 1 800 800 80.0 1200 1400 30-1/4 80.0 80.0 80.0 80.0 1200 I 140.0 K U • 30-1/4 33-1/4 407.2 905 99.5 99.5 99.5 120.0 170.0 33-1/4 80.0 I 800 80.0 800 1200 140.0 33-4/4 80.0 80.0 80.0 80.0 1200 140.0 a0Z4.0 2 36-1/4 91.2. I 93.2 93.2 93.2 120.0 170.0 36-1/4 801 i 80.0 80.0 80.0 1200 140.0 36-1/4 80.0 800 800 800 1200 140.0 frl I 39-1/4 r 86,1 86.1 86.1 86.1 1200 170.0 39-1/4 80.0 800 800 800 1200 140.0 39-1/4 80.0 800 800 800. 1200 !140.0 117 Vl p U �l03203 2 C3 Z in OZ141 0 W � W 56- j- _ Q Q O K ¢ Z C) 0 0 0 Q ..0 0�`- 4-- N 0 U Q Z 10 Z 0 5 Q 0 120.0 159.9 47-1/4 799 799 1 799 799 1200 ! 1400 42-1/4 779 779 779 1 77.9 190.0 440.0 42-1/4 799 799 79.9 76.3 799 763 120.0 !. 152.7 44-1/4 .......... _ 763 1 76,3 _ 76.3 76.3 _I 1210 _ ......_ .._. 1400 44-1/4 75.2 .- -.._ !. 75.2. 75.2 75.2 120,0 140,0 44-4/4 j 46-1/4 OU 76.3 76.3 _..730 73.0 700 70.0 73.0 79.0 73.0 70.0 1200 146.1 120_0_ 140.0 46..1/4 48-1/4 105 730 i 73.0 70.0 70.0 73.0 79.0 70.0 700 1200 120.0 1400 1400 46-1/4 48-1/4 117 023 70.0 717 70.0 77.7 70.0 72.7 700 120.0 700.0 120.0 . 140.0 t 48-1/4 ! --- 67.2 - 755.2 1344 50-1/4 87.3 6/.2 1 67.2 67.2 1152 i 31.4 50-1/4 - - - 900 90.0 50-1i4 52-1/4 672 672 646 04.664.6 61,2 646 710.8 129.3 52-1/4 64.6 64.6 64.6 64.6 110.8 129.3 52-1/4 - - - - 90.0 900 54-1/4 62.3 62.3 62.3 623 1087 1245 54-4/4 62.3 623 62.3 106.71245 54-1/4 _ 900 900 ... I ..1....... 702.9 56-III - .,._.62.3 "' - - 90.0 90.0 56-1/4- - - - 90.0 90.0 56-1/4 60.0 60.0 ____........_.._ 60.0 .__..__.._._ 60.0 ..__1220_1 99.4 j 116.0 58-1/4 - - - - 90.0 I 90.0 58-I/4 - - - - -90.0 90.0 58-1/4 60-1/4 58.0 58SBO 56.1 56.1 58.0 56.1 58.0 56.1 96.1 112.1 60-1/4- ! - - - 90.0 900 60-1/4 - - - - 90.0 90.0 120.0 127.4 1200 127.4••120••y 24-W4 Q._-j._.80:0..._......80.0._._..._80:0......._120_0 1400 24-1/4 80.0 80.0 80.0 80.0 120.0 140.0 24-1/4 I 105.9 105.9 •170, 1054 120.0 1.170• • / 3011/• • • • • • 80.0 60.0 80.0 80.0 120.0 140.0 30-1/4 800 80.0 80.0 80.0 120.0 140.0 30-1/4 105.9 • 120,0 •170 • • 3}•-1/£ • • 4O 118_/0 I 80.0 80.0 80.0 1200 1400 33-1/4 80.0 ' 60.0 801 80.0 120.0 140.0 33-1/4 989 _ ..__. 98.9 989 68.9 _.{I ....• .._. •...i- • • •.._....._ 80.0 800 800 120,0 140.0 36-1/4 91.8 91,8 918 91.8 •120.0 9.170• _ • 120G• 1170.0• • 3F•1/` • 39-y4 • • • • 84 L 80.0 • 00.0 1 80.0 80.0 i 60.0 80.0 80.0 1200 120.0 140.0 140.0 36-1/4 39-1/4 80.0 80.0 80.0 800 80.0 120.0 140.0 r _. 1 '- 1 39-1/4 86.1 86 1 86.1 861 42- 1/4 77.5 775 77.5 77.5 1200 140.0 i 42-1/4 ! 79.9 79,9 79.9 79.9 120.0 159.9 42-1/4 794 1 79.4 79.4 79.4 1200 1400 Engr. JAVAD MAW, o 76.3 76.3 76.3 120.0 152.7 44-1/4 76.3 r76.3 76.3 /6,3..... 1200 140.0 44-1/4 120 74.8 74.8 74.8 74,81200 1400 CIVIL jl 96 76,3 73.0 120.0 146.4 48-1/4 108 /30 73.0 73.0 73.0 120.0 1 140.0 46-1/4 72.3 723 72.3 723 1200 1400 FIA PE 0592 1 46-1/4 73.0 73.0 70.0 •73.0 48:0180i I4 • Jilt: • • • 70�•r 70.0 70.0 70.0 120.0 140.0 48-1/4 70.0 70.0 70.0 70.0 120.0 140.0 I,1 Y 48-1/4 50-1/4 700 67.2 70.0 67.2 67.2 •70 670 1.5.2 134•i • • 50-W4 • 67.2.1 67.2 67.2 67.2 145.2 134.4 50-1/4 - - - - 90.0 90.0 , 64.6 141 10.8 I2*3 1 50-1/4 • • 64.6•i 64.6 64.6 64.6 110.8 129.3 52-1/4 - - - - 90.0 90.0 #4/1 52-1/4 64.6 64.6 1245• 54- - - - 910 900 54-1/4 - - - - 910 900 thawing 00. dFO 5/-I /4! 623 873 62.3 •(23 W67 1029 1201 56-1/4 • (at - - - - 90.0 90.0 56-1/4 - - - 90.0 90.0 9_58 6-(1 51/4 60.0 80.0 60. 60.0 - 90.0 901 58-1/4 - - - - 90.0 90.0 OEC 3 2141. - 58-1/4 580 580 580 58.0 99.4 116.0 58-1/4 - -' (sheet 30( 13 60-1/4 56.1 1 56.1 56.1 56.1 96,1 112.1 60-1/4 - - - - 90.0 90.0 60-1/4 4 - -' - - 90.0 90.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" ANN. GLASS .090" Interlayer SentryGlas By 'Kuroroy Americo, Inc.' - OR .075" Interlayer Soflex CP With PET Core 09 'Eastman Chemical Co.' _ 3/16" ANN. GLASS SILICONE DOW CORNING 995 GE 1200 " Xie) N 3/16" TEMP. CLASS 5/I6" AIR SPACE I/4" ANN. GLASS 090" Interlayer SentryGloS By 'Kuroroy Americo, Inc: - OR .075" Interlayer Soflex CP With PET Core By 'Eastmon Chemicol Co.' 3/16" ANN. GLASS SILICONE -DOW CORNING 995 GE 1200 r., -;\AT 1/4 POINTS ON LITES ` WIDER THAN 36" ONLY GLASS TYPE '1' LOAD CAPACITY DUE TO WATER EXT.(+) = 60 PSF • GLASS TYPF_'1A' •• ••• • • • XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR '"DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' 34") AT 1/4 POINTS ALL SIZES GLAZING OPTIONS _1/4" BEAT STREN'D CLASS .090" Interlayer SentryGlas By 'Kuroroy America, Inc.' OR 075" Inlerloyer Soflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 GE 1200 3/16" TEMP. GLASS 5/16" AIR SPACE __ 1/4" HEAT STREN'D GLASS .090" Inlerloyer SentryGlas By 'Kuroroy America, Inc.' . OR .015" Interlayer Sollex CP MTh PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS C z , o .• a w k _l W V2510 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY NOTE: 3/16" AND 1/4" PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16" 4 1/4" OR 1/4" + 3/16") • • • • -9 • •---• •• ••• LOAD CAPACITY DUE TO WATER EXT.(4) = BO P5F • ••3-- •,,• • • • r— r • •• • • • • • • • • of. LOA r CAPACITY 011 TO WATER E I (4) - 10065F • • •J —= • • • • • •• LOAD CAPACI FOR 000RS USING •• • • • • • SHOWN IN CHART • • rtn • • •• •• • SHEET 3 ARE FOR DOORS USING 4-1/4" SILL HEIGHTS HEIGHTS LIMIT EXTERIOR(+) LOADS AS SHOWN ABOVE. GLASS TYPE '2' LOAD CAPACITY DUE TO WATER EXT.(+) - 120 PSF SILICONE DOW CORNING 995 CE 1200 \ ✓ XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR r',I—OURASE.AL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' .J AT 1/4 POINTS ALL SIZES GLASS TYPE '2A' Enyr: JAVAD AHMAD C>VIL FLA. PE # 70592 CAN. 536 PRODUCT REV 'SRO conylytai with the Fkno* DuddLll4Code Magoon 01° EC 232015 im �.0 t-, V I�� -J V 0'' O o 1 z1 'o !C O N o 40 - h N � I 0 • z' O rn ( C Z • 7▪ i O _ E (• 5 T J I o' z 0 FAX. (305) 593-6592 3 rdrawinq no. W09-58 {sheet 4of 13_ • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I" rzi DESIGN LOAD CAPACITY - PSI.' (ANCHORS AT HEAD/SILL) �� 141 N I ANCHORS TYPE 'A ANCHORS TYPE 'D' ANCHORS TYPE 'A' k 'D' ANCHORS TYPE 'C' FRAME PANEL WIOTMI QO09 900/9 1/4" SIIIM SPACE 1/4" SIIIM SPACE 3/8" SHIM SPACE 1/2' SHIM SPACE 1/4" SIIIM SPACE: AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TEL. (305) 266S1OO FAX. (305) 2626978) INafES WCHE5 2 PAIRS 3 PAIRS 4 PAIRS 2 PAIRS 13 PAIRS 4 FAIRS 2 PAIRS 3 PAIRS 4 PAIRS 3 PAIRS 4 PAIRS 15 PAIRS 2 PAIRS 3 PAIRS 4 PAIRS 24-1/4 148.3 170.0 170.0 170.0 1 170,0 1/0.0 100.5 120.6 160.8 94.1 125.5 41 156.9 1/0.0 170.0 170.0 30-3/4 118.9 170.0 170.0 1 70.0 170,0 170.0 80.6 95.7 128 9 75 4 100.6 125.7 170.0 1 70 0 5 170.0 36-3/4 124.0 170.0 170.0 170.0 170.0 1700 I 80.7 94.1 121.0 73.5 944 1154 170.0 170.0 170.0 42-1/4 80 106.4 149.0 170.0 157.1 170.0 170 0 69.2 80.8 103.8 63.0 81.0 99.0 162.5 170.0 170.0 48-1/4 93.2 130,4 140.0 137.6 140.0 140.0 60.6 70.7 90.9 55.2 70.9 86.7 140.0 140.0 140.0 54-1/4 99.4 124.5 124.5 124.5 124.5 124.5 62.9 71.9 , 89.9 56.1 70.1 84.1 724.5 124.5 124.5 60-3/4 89.5 112.1 112.1 112.1 112.1 112.1 56.6 64.7 80.9 50.5 63.1 75.8 112.1 112.1 112.1 24-1/4 144.8 170.0 1 170.0 170,0 170.0 170.0 98.1 117.7 157.0 91.9 I 122.5 153.1 170.0 170.0 170.0 30-1/4 1 116.1 170,0 j 1700 170,0 170,0 170.0 78.7 94.4 125.9 73.6 98.2 122.7 170.0 170.0 170.0 36-1/4 121.1 169.5 170.0 170.0 170.0 170,0 78.B 91.9 I 118.2 71.7 92,2 112.7 170a 170a 170a 42-3/4 84 103.9 145.4 I 159.9 1534 1599 159,9 67.6 78.8 L101.4 61.5 791 96.7 158.6 1599 159,9 48-1/4 91.0 127,3 140.0 134.3 L 140.0 ' 140.0 59.2 69.0 688 53.9 69.3 84.7 138.9 1400 140.0 54-3/4 97.1 124.5) 124.5 124.5 124.5 124.5 61.4 70.2 87.7 54.8 68.4 82.1 124.5 124.5 124.5 60-1/4 87,4 112.1 112.1 112.1 112.1 112.1 55.3 63.2 79.0 49.3 61.6 74.0 112.1 112.1 112.1 24-1/4 135.1 170.0 ' 170.0 170.0 170.0 170,0 91.6 109.9 146.5 85.7 L 114.3 142.9 170a 170.0 170.0 30- 1 /4 108.3 162.5 L 170.0 159,9 170 0 170.0 73.4 88.1 ; 117.5 68,7 91.7 114.6 165.4 170.0 170.0 36-1/4 113.0 158.2 ' 170.0 166.8 170.0 170.0 73.5 85.8 i 130.3 66.9 85.0 105.2 170.0 170 0 170.0 42-1/4 90 96.9 135.7 159.9 /43.1 159.9 159.9 63.1 73.6 LT 94,6 57.4 . 73 8 90 2 148.1 159 9 159.9 39 948-1/4 NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. 48-1/4 84.9 118.8 1400 125.3 140.0 140.0 55.2 64.4 1 82.8 50,3 64,6 79.0 129.7 140.0 140.0 54-1/4 90.6 120.8 124.5 124,5 12415 + 124.5 57.3 65.5 I 81.9 51.1 63.9 76.7 124.5 124.5 124.5 60-1/4 81.6 108.8 1 112.1 112.1 112.1 ! 112,1 51.6 , 59.0 73.7 46.0 57.5 69.0 112.1 112.1 1121 24-1/4 1 30-1/4 126.7 101.6 170.0 IL170.0 152.3 170,0 770.0 150.0 170.0 j 170.0 170.0 170.0 85.9 103.0 137.4 68.8 62.6 110 1 80.4 64.4 1 107.2 859 134.0 107 M1 170.0 155.1 170.0 170 0 170 0 170 0 3ERIES-560 ALUM SLIDING GU CGI Windows and DI 10100 N.W. 25TH STREE NA I A,AI GI i711 77 36-1/4 105.9 148-3 170.0 156.4 170.0 170.0 68.9 80.4 , 103.4 62.7 80.7 9a6 161.8 3700 170.0 42-1/4 96 90.9 127.2 159.9 134.2 159.9 , 159.9 59.1 I 69.0 88.7 53.8 69.2 84.6 138.8 159.9 1599 48-1/4 79.6 111.4 140.0 117.5 140.0 140.0 51.8 60.4 77.7 47.1 60.6 74.1 121.6 140.0 140.0 54-1/4 84.9 113.3 124.5 124.5 124.5 124.5 53.7 61.4 76.8 47.9 59.9 719 124.5 124.5 124.5 60-1/4 76.5 102.0 112.1 112.1 112.1 112.1 48.4 55.3 69.1 43.1 53.9 64.7 112.1 112.1 1 112,1 24-1/4 119-2 140,0 140.0 140.0 140.0 740.0 80.8 97.0 1293 75.7 100.9 126.1 140.0 140.0 140.0 30-1/4 95.8 140.0 140.0 140.0 140.0 140.0 64.8 77.7 , 103.6 60.7 80.9 101.1 140.0 140.0 140.0 36-1/4 99.7 139.6 140.0 140.0 140.0 140.0 64.9 75.7 973 59.0 75.9 92.8 140.0 140.0 140.0 42-1/4 102 85.5 119.8 140.0 126.3 140.0 1 140.0 55.7 64.9 83.5 50.7 65.1 79.6 130.7 1400 140.0 ANCHOR CAPACITIES LISTED ON THIS - 48-1/4 74.9 104.9 134.8 110.6 140.0 f 140.0 48.7 56.9 73.1 44.4 ~ 57.0 69.7 114.4 140,0 140 0 IN SHEET TO DE USED CONJUNCTION 54-1/4 79.9 106.6 124.5 8.0 124.5 11_ 124.5 50.6 57,8 -- '/2.2 - - 45.1 -- 56.4 - 67.6 122.1 124.5 124.5 WITH GLASS/REINFORCING AND MULLION 6o-t/a 72.0 90.0 .._ .._.._. _._. ... _ 90.0 soo 90.0 - 90,0 45,5 52.0. 1 65.0 40.6 soa 60.9 90.0 90.0 90.0 CHARTS IN THIS DOCUMENT. 24--1/4 112.6 140.0 140.0 140.0 140.0 140-0 76.3 91.6 122.1 71.5 1 95.3 1161 140.0 140.0 1400 3.33LOWER APPLICABLE VALUES CONTROL. 30-1/4 90.3 135.4 140.0 133.3 140.0 140.0 61.2 73.4 97.9 57.3 76.4 95.5 140:0 1401.0 .140.0 m 36-1/4 94.2 131.8 . 140.0 139.0 140.0 140.0 61.3 71.5 91.9 55.8 71.7 87.6 140.0 140.0 1400 EL 42-1/4 308 80.8 113.1 140.0 119.3 140.0 140.0 52.6 61.3 78.8 47.8 I 67.5 75.2 123.4 140,0 140.0 U 48-1/4 70.7 99.0 127.3 104.5 140.0 140.0 460 53.7 L 69,0 47,9 539 65.8 108.0 140.0 140.0 N e URDA' 5RDOC 151 i REV. 54- 1/4 75.5 90.0 90.0 90.0 90.0 90.0 47.8 54.6 68.2 42.6 53.2 63,9 90.0 90,0 90 0 11- 60-1/4 68.0 90.0 90.0 90.0 90.0 90.0 43.0 49.1 61.4 38,3 47,9 57.5 90.0 90.0 90.0 w 24-1/4 106.7 140.0 140.0 140.0 140.0 140.0 72.3 86.8 115.7 67.7 90.3 112,8 140.0 140.0 140.0 1 L] 30-1/4 85.5 128.3 140.0 • 12616 14• .0 • 14.0 058• •E•.6 92.7 543 72.4 90.4 130.6 140.0 140.0 36-1/4 89.2 124.9 140.0131-/,..6140.�•._`M10.(1_ 158: 67.7 87,1 52.8 679 830 136.2 140.0 1400 1n PRODUCT REVISED 42-1/4 114 76.5 107.2 1378 • 113.0• 14•.0 •_110.4 •�& •58.1 74.7 45.3 58.3 71.2 116.9 140.0 140.0 ? gcglylyily lvilJ>111�FIwlda 48-1/4 67.0 .._ 93.8 .__... •1206 •99.i.. i} 5-• 1•40.1• _ •43% `lt-9 65.4 __...... 39.7 .. 51.0 624 _ 102.4 ... 140.0 _ - 1400 - 3 Duitdf�C� 3,0C A 54-1/4 71.5 -. ... 90.0 •• ••---••-•�•_ 90.0 90.0 90.0 •90 O 45.2 51.7 64.6 40.3 _.... 50.4 - 60.5 90.0 90.0 90.0 _ Z 60-1/4 64.4 85.9 90.0 90.0 90.0 90.0 40.7 46.6 58.2 36.3 45.4 54.5 90.0 90.0 90.0 INTERPOLATION fBEIWEE En90 JAVAO ARMAD iti dOtG: 11-1C. FF—is --_ .I C Cy 94M9 ,72cy: 24-1/4 101.3 140.0 140.0 140.0 140.0 140.0 68.7 82.4 109.9 64.3 65.7 107.2 140.0 140.0 -- 140.0 --- CS1L FLA. PE 70592 040191101 30-1/4 81.2 121.9 1440 •111003 1400 040.0 5511• • ,• • 88.1 51.6 68.7 85.9 124.1 140.0 140.0 C.538 36-1/4 84.7 118.6 1`0.11 1 5.1 1 .0: 14.8 55.1• 644t 82.7 50.2 64,5 78.9 129.4 140.0 140.0 i 42-1/4 120 72.7 101.8 13.9) 1.7.4 4 143.04 440.0 • 47 55i 71.0 43.1 55.4 67.7 111.1 140.0 140.0 48-1/4 63.7 89.1 1 1 At 1ft.6• *40.9 411••1 481 • 62.1 37.7 48.5 59.3 97.2 136.1 140.0 {,U15 54--1/4 68.0 90.6 . 90.0 90.0 90.0 90.0 43.0 49,1 61.4 38.3 47.9 57.5 90.0 90.0 90.0 /,EC 2 3 60-1/4 61.2 81.6 90.0 90.0 90.0 90.0 38.7 44.2 55.3 34.5 43.1 51.8 90.0 90.0 90.0 ••► • • • • - ,sneer 001 1J • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN I,OAI) CAPACITY - PSF (ANCHORS AT HEAD/SILL) ANCHORS TYPE 'D' ANCIIORS TYPE 'D' & 'E' ANCHORS TYPE 'D' & 'E' ANCUORS TYPE '8 PANEL WIDTH DOOR FRAME HEIGHT 1/ 4 SHIM SPACE 3/8' SIIIM SPACE 1/2" 5111M SPACE 1/4" SNIA1 SPACE INCHES INCHES 2 PAIRS 3 PAIRS 4 PAIRS 2 PAIRS 3 PAIRS 4 PAIRS 2 PAIRS 3 PAIRS 4 PAIRS 2 PAIRS 3 PAIRS 4 YAMS 24-1/4 163.4 170.0 170.0 110.3__..,-..132.3 1700 87.0 104.5 139.3....._,..170.0 170.0__t 170.0 30-1/4 131.0 170.0 170.0 88.4 106.1 141.5 69.8 83.7 111,6 170.0 170.0 1 170.0 36-1/4136.6 170.0 170.0 88.5 103-3 132.8 69.9 81,5 104.8 170,0 170.0 170.0 42-1/4 BO 117.2 164.1 170.0 76.0 88.6 113.9 60.0 69.9 89.9 170.0 170.0 I 170.0 48-1/4 102.6 140.0 140.0 665 77.6 99.8 52.5 61.2 78.7 140.0 140.0 140.0 54-1/4 109.5 124.5 124.5 69.0 78 9 1 98.G 54.5 62.3 77.8 124.5 174.5 _124.5 60-1/4 98,6 112.1 112.1 62.1 71.0 88.8 49.0 56.1 70.1 112.1 112.1 112.1 24-1/4 159.5 170.0 170.0 107,7 129.2 170.0 85.0 102.0 136.0 170.0 170.0 170.0 30-1/4 177.8 170.0 170.0 86,3 103.6 138.1 68.1 81.7 109.0 170.0 170.0 170.0 36-1/4 133.4 170.0 170.0 86.4 100.8 129.6 68.2 79.6 102.3 170.0 170.0 170.0 42-1/4 84 114.4 159.9 159.9 74.2 86,5 111.2 58.5 68.3 87.8 159.9 159,9 , 159.9 48-1/4 100.2 140.0 140.0 64.9 75.8 97.4 51.2 59.8 76.9 140.0 140.0 140.0 54-1/4 106.9 124.5 124.5 67.4 77,0 96.3 53.2 60.8 76.0 124.5 124.5 1.4.5 60-1/4 96.3 112.1 112.1 60.7 _ 69,3 86.7 47.9 54.7 68.4 112.1 112.1 172.1 24-1/4 148.8 170,0 170.0 100.5 120.6 160.8 79.3 95.2 126.9 170.0 1 70.0 170.0 30-1/4 119.3 170.0 170.0 80.6 96,7 128,9 63.6 76.3 101.7 170.0 170.0 170.0 36-1/4 1 124.5 170.0 170.0 80.7 94.1 121,0 63.7 74.3 95.5 170.0 170.0 170.0 42-1/4 90 106.8 149.5 159.9 69.2 80.7 103,8 54,6 63.7 81.9 159.9 159.9 159.9 48-1/4 93.5 130.9 140.0 60.6 70.7 90.9 47.8 55.8 71.7 140.0 140.0 140.0 54-1/4 99.8 124,5 124.5 62,9 71.9 89.8 49.6 56.7 70.9 124.5 1 124.5 124.5 60-1/4 89.9 1 112,1 112.1 56.6 64.7 80,9 44.7 51,1 63,8 112.1 112.1 117.1 24-1/4 139.5 170.0 170.0 94.2 113.0 150.7 74.4 89.2 119.0 170.0 I 170.0 170.0 30-1/4 111,9 167,8 170.0 75.5 90.6 120.8 59.6 71.5 ____.__...,_......... 95.4 170.0 1 170.0 ...._ 170.0 36-1/4 116.7 164 170.0 3. 75.F> 88.2 113.4 59.7 69.6 8 89.55 170.0 � 170.0 -._-170.0 170.0 42-1/4 96 100.1 140.2 159.9 64.9 75,7 97.351.2 1 59.7 76.8 155.1 159.9 159.9 48-1/4 87.7 122.7 140.0 56.8 66.3 85.2 44.8 1 52.3 67.3 135.8 140,0 140,0 54-1/4 93.6 124.5 124,5 59.0 67,4 84.2 46.5 53,2 66,5 124.5 ' 124.5 124.5 60-1/4 84.2 1 1 2.1 1 1 1 2. 1 53,1 60.7 75.8 41.9 47.9 . 59.9 112.1 1 12.1 112.1 24-1/4 131.3 140.0 140.0 88.7 106.4 140.0 70.0 84,0 112.0 140.0 1 140.0 140.0 30-1/4 105.3 140,0 140.0 71.1 85-3 113.7 56.1 67.3 89,8 140,0 140,0 140.0 36-1/4 109.8 140.0 140.0 71.2 83.0 106,5 56.2 65.5 84.3 140.0 1_140.0 140.0 42-1/4 102 94.2 131.9 140.0 61,1 71.2 91.6 48.2 55.2 72.3 140.0 I 140.0 140.0 48-1/4 82.5 115,5 140.0 53.5 62.4 80.2 42.2 49.2 63.3 727,8 i 740.0140_0_.__ 54-1/4 88.1 1 17,4 124.5 55.5 63.4 79.3 43.8 50.0 62.6 124.5 L124.5 124.5 60-1/4 79.3 90.0 90.0 50.0 57.1 71.4 39.4 45.1 56.3 90.0 I 90.0 90.0 24-1/4 124.0 140,0 140.0 83.7 100.5 134.0 66.1 79.3 105.7 140.0 1 140.0 140.0 30-1/4 99.4 140.0 140.0 67.1 806 1074 53,0 63.E 84.8 140.0 140.0 740.0 36-1/4 103.7 140.0 140.0 67,2 78.4 100.8 53.1 61,9 79.6 140.0 140.0 140.0 42-1/4 108 89.0 124.6 140.0 57.7 67.3 86.5 45,5 53.1 68.3 137.8 I 140.0 140.0 48-1/4 77.9 109.1 740.0 __._...._.....__......_...75_.. 50.5 96. 58. 75 9 .8 39.9 46.5 59.8 120.7 140.0 140.0 54-1/4 83.2 90.0 90.0 52.4 59.9 74.9 41.4 47.3 59.1 90.0 90.0 90.0 60-1/4 74,9 90.0 90.0 47.2 53.9 1 67.4 37.2 42.6 53.2 90.0 90.0 90.0 24-1/4 117.2 140.0 140.0 79.3 95,2 126.9 62.6 75.1 100.2. 140.0 140.0 140.0 30-1/4 94.2 140.0 140.% • • 63.5• i.3 • 11 •• 5:2 80.3 140.0 1 140.0 140.0 36-1/4 98.3 137.6 140.. .:8 •Il -•.3.2 63.7 744• •95.i,,, 5,3 • 58.6 75.4 140.0 1 140.0 140.0 42-1/4 114 84.3 1 18.0 140.0 • 54.6• 641.7 • 492.• • 43111 • 50.3 64,7 130.6 1 1400 140.0 48-1/4 73.8 103.4 132.%••47.13•• Ai:67j1H-• 48..•._ 56.6 114.4 ' 133.4 140.0 54-1/4 78.8 90.0 90.0 49.6 56.7 70.9 39.2 44.8 56.0 90.0 90.0 90.0 60--1/4 70.9 90,0 90,0 44.7 51.1 63.9 35.3 40.3 50.4 90.0 90.0 90.0 24-1/4 111.6 140.0 140.0 75.4 90.4 120.6 59.5 71.4 95.2 140.0 140.0 1400 30-1/4 89.5 134.2 1 4!.8 • 411.4 7" •941.7 4S • • •X2• 76.3 140.0 140.0 140.0 36-1/4 93.4 130.7 44 0.Q -• `O.5 • • •• ; •S 47. • 4i3.6._ VI S••7 71.6 140.0-F 140.0 140.0 42--1/4 120 80.1 112.1 1441.41 411,9 • 077.9 • 4•.0 47.1 61,5 124.1 1 140.0 140.0 48-1/4 70.1 98.2 42 • 2 5 ::?.5- x•.66• S3� Will JS.a• 4.9• 53.8 108.6 j 126.7 140.0 54-1/4 74.9 90.0 90.0 47.2 53.9 87.4 37.2 42.5 53.2 90.0 90.0 90.0 60-1/4 67.4 89.9 90.0 42.5 48.5 60.7 33.5 38.3 I 47.9 90.0 190.0 90.0 NOTE: SEE SHEET 8 FOR ANCIIOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. Env: JAVAD AHMAO CML RA. PE 70592 CAN. 538 DCC 2 3 PRODUCT REVISED as complYU1• w16 the I1on' it A444 No C- ot" 1ltplINIOn Daae j3.1.++ --i7 BY -447- Odltcl COnu Aum1 2015 • • • 4 • • • •-•-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • (A' J SEE SHEET 8 FOR ANCHOR-, PROPERLY SECURED IBY OR 2RY WOOD BUCH SEE NOTE SHEET 1 O W6 W4 — W1" W5 V SILL WITH RISER _APPROVED FOR WATER RESISTANCE SEE SHEET 4 FOR CAPACITY POURED & HARDENED C HIGH STRENGTH GROUT I'c = 5000 PSI MIN. / • -- (NON METALLIC) • • WITH BONDING AGENT • •/ NOT BY CGI • • / • MUST TRANSFER SHEAR "•f --' • LOADS TO STRUCTURE • f !. EDGE. DIST. 4 Ai 2 • i' 41'41!• •• • • • - • • • • • • A • • • • • • • • • • •.4►••�• • • • ' • • • • • • • • • • SEE SHEET B FOR ANCHORS ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • WEEPS: W1 .30" X 1-5/8" WEEP SLOTS AT 9" FROM EACH END AND W2 = 1/4 X 2" WEEP SLOTS AT 4" FROM EACH END AND W3 = 1/4" X 5/8" WEEP HOLES AT 9" FROM EACH END AND Wh = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND W5 = .35" X 5/8" WEEP HOLES AT ±18" O.C. W6 = 1/4" X 5/8" WEEP HOLES AT ±18" O.C. SILL WITHOUT RISER 905 APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 14AX. DESIGN LOAD FOR THIS SILI. IS THE SAME A5 4-1 / 4" RISER. Engr: JAVA!) AHMAO CML FLA. PE / 70592 CAN. /,1538 WITH PLASTIC COVER ±48" 0.C. ±12" 0.C. ±48" O.C. ±12" O.C. Oxo cempiyittt "46"b8 rem° 8Vi1GTn{ a s_Q.//3.4 AcceptanominutenDlee Ny udua Gmrre% iisml 2015 TYPICAL ANCHORS IN CLUSTERS AT MTC. STILE & INTERLOCK ENDS 5EE SHEETS 5 & 6 F05T'000NTITIES WOOD STRUCTURE EDGE -0400 TYPICAL ANCHORS IN CLUSTERS AT MTC. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES EOCE OIST.: . PROPERLY SECURED IX OR 2% CUSTOM 8-3/8" MIN. WIDTH WOOD BUCKS EDGE DIST.: TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES ANCHORS TYPES A AND D INTO WOOD STRUCTURES 8" 8" ANCHORS TYPES A ANO D THRU PROPERLY SECURED 1BY OR 2BY WOOD BUCKS INTO 3 KSI CONCRETE 2 OR 4 ANCHORS TYPE. A & 8 2 ANCHORS ALL OTHER TYPES HEAD ANCHORS IN PAIRS 2, 3, 4 OR 5 AT STILE ENDS SEE CHART ON SHEETS 5 & 6 FOR CAPACITY 8" 18" MAX. HEAD/SILL ANCHORS TYPES 8 & E DIRECTLY INTO 3 KSI CONCRETE kEOCE DIST. TYP CAL ANCHORS IN CLUSTERS AT MTC. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES • - • • �• , . P 4 .1j2" • • •,, . TYP. . • „•'�►1.• •' •: •. • •• •• • • • • • • •• • • • t Y • • • •• • • • ••• • • • • • • •• { 6" MAX. v I HEAD/SILL I CORNERS INTERMEDIATE HEAD ANCHORS USE TYPICAL ANCHOR SPACING (2) ANCHORS IN PAIR 114415 LOADS TO 80 PSF FOR TYPES A & 8 LIMIT LOADS TO 170 PSF FOR ALL OTHER TYPES (4) ANCHORS IN CLUSTER LIMIT LOADS TO 170 PSE FOR TYPES A & 8 .'ItOIUC'I' RR81580 11, "' 4 I)'j!1p'64 4 the Muth Outldlggco& Aaxptdla Nu 1' u• ti:pUatIO6 D. • 7 ANCHORS TYPES B AND E DIRECTLY INTO 3 KSI CONCRETE METAL _STRUCTURES SEE SPEC BELOW EDGE OIST. L:. ANCHORS TYPES C INTO METAL STRUCTURES OR APPROVED MULLIONS TYPICAL ANCHORS: SEE ELEv. FOR SPACING TY E ' 1/4' DIA. UI TRACON BY 'ELCO' (Fu -1 77 40, Fy-155 K51) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU IBY OR 2BY WOOD BUCKS INTO 00140. OR MASONRY WITH 1 -1/4" MIN. EMBED INTO CONCRETE. (HEAD/JAMBS) WITH 1-. 1/4" MIN. EMBED INTO MASONRY (JAMBS) TYPE '8' - TYPE 'C' - TYPE '0' - TYPE '5' - • 11P • • • • • ••S • • • :41atr.ln Contr.d' ' •• • • • • • • •• • • • HIM S•2EN•TH GRO•T • • f'c•= 11100C•PSI•MIN. • • •.• —NOT eV C.0.1.1MUST TRANSFER SHEAR • WAD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS I LOADS TO STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •-fi • 1 • • • • • • • • • • • •• •• ••• • • • • ••• • - • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • J (Fu=177 K5I, Fy=155 K DIRECTLY • .f INC. OR MASONRY 2" 4416. EMBED INTO 2" MIN. EMBED INTO GROUT FILLED AD/SILL/JAMBS) BLOCKS (JAMBS) (CRA05 2 CRS) 1650 METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 K51 MIN.) (Fu = 58 KSI) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (Fu = 22 K51) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) 1/4" DIA HII51 KWIK-CON 11 (Fu=178 K51, Fy=1 37 K51) INTO WOOD STRUCTURES WITH 2" 4416. PENETRATION INTO W000 (HEAD/JAMBS) THRU 1BY OR 2BY W000 BUCKS INTO CONC. OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" 5AI6. EMBED INTO MASONRY (JAMBS) 1/4" DIA HIITI KWIK-CON 11 (Fu- 138 KS4. Fy-137 KSI) DIRECTLY INTO CONC. OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WITH 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCE$ (UNLESS OTHERWISE NOTED) INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE 1 /2" MIN. WOOD AT HEAD OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Em - 2000 PSI MIN. mi gN Engr: JAVA() AHMAD CIVIL FLA. PE i 70592 CAN. 3538 (1Fc 232015 / JI 0 2 O < m o 4 0 1I n n 1 � o a x rdrowing n0.1 1 W09-58 ----------- ................ (sheet 800 13 ...._1/"..MAX. LOM [iF"ARWG- SIAM PROPERLY SECURED_ IX OR 2X WOOD RUCKS `D) (D) E) PANEI. WIDTH () EXTERIOR TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM F) 0.1.0. PANEL WIDTH MAX. DOOR FRAME WIOTH 1/2 MAX. LOAD BEARING SHIM REINFORCING AS RECO SEE SHEET 3 FOR CAPACITY TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACINC 1 1/4" MAX. LOAD BEARING SHIM METAL STRUCTURE -- •.__•..*..."_ • • • •I • • • • • • • • • • • •• • .•• ••• .• J • • •• TYPICAL ANCHORS IN PAIRS SEE EPAC EV. FOR SPACING SPACING PRODUCT REVISED m complying with Bid FkxidL Building Cod .Au<pynce Noo . or ilwitedon Dateb + sN7 By Wand eliWu* I i • ••• • • • • • • • • • • •!• .•- •..___•_.._._..• • • EI1!!R10R • • •• • • • __ ,tea • •E.XTERIO• • • • • PANEL WIDTH Engr: JAVAO AHMAD CML FLA PF,�0 70592 G.A. 3539 EXTERIOR MAX. DOOR FRAME WIDTH DEC 2 2 2015 mlo na I-07I.mi .-,-1 i u a c a '4,11:. drowin5 no. I W09-58 sHeet g of 1.3 jiI • •7"•—• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • POCKET HOOK ANCHOR CAPACITY - PSF PANEI. WIDTHS ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE OIS1. 36-1/4" 42-1/4" 48-1/4" 54-1/4" 60-1/4" 1/4" DIA. ULTRACONS 130 'ELCO' MASONRY 1--1/4" 1" 55.8 47.9 41.9 37.3 39.6 (Fu=177 651. Fys155 650 ' CONCRETE 1-3/4" 1" 140.0 140.0 137.8 122.5 110.3 N14 SNS WOOD I -3/4" 3/4" 140.0 140.0 131.0 116.5 104.9 (GRADE 2 OR 5 CRS) I`\ EDGE DIST. rSEE CHART ABOVE V/,/II. 15 `P ) ABOVE CHART IS FOR 12" TYP. ANCHOR SPACING FOR 6" SPACING MULTIPLY CAPACITY X2. •• ••• • • • • • •• • • • • • •_ • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • •• •• • • • POCKETED JAMB EXTERIOR Engr: JAYA0 AHMAO CML FTA. PE / 70592 C.A.14. 3538 2015 PRODUCT RENIN:' Y coulpiriall with "I*" 1301104 COdg,_ 140111110141111. z 0 Qf 4 rteOOwe n N mot o 0 N 0a0Q8 036trc 1 etVi.9<, wh_ c Jowa a W011� 0O 0. V i.„ I 1 q 11':H!1, -8 o drawing no. 1 W09-58 sheet 9.1 of 13) • • • • • • • • •-• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •r............ -2.000--, r { 7, 1715 1 DO-.-3.000--r 80'- �LJn_ i[. L._._JLSf Z W ji 1.850 .1-�L 100- 2.175 �i 7.242 1 '___- i 090 - 1.137 _ __.....f. n... �.._ 775 'F�- -_- � 2.972 'AROOQ CORPORATI! EERS & PRODUCT DEVELOPMEN1 SUNSET DRIVE, SUITE 220 ,FLORIDA 33173 35) 264-8100 FAX. (305) 262E I U I. .930 1 8.628 6- FRAME HEAD .080 l6i JAMB/LOCK STILE (12 INSUL. GLASS ADAPTER 2.242-= 42 -471-'683 - 890 1.770 � -r' 350 8.466 II CI .715--��-rU r 1'11,2 .-__,i•_-._�� 1.,'40 UO 628 - .- ..y.140 Y 1i Zp' g 3.000 -""- .080 NPv Ip\ C) .." I 935%r- I 2.2/2 2.732 i0._��l I, FF Q w g2g 1 .4 1 �tsi. 683� 070 -Ip .._ .-� (13J FIX. PANEL BASE L .�._......... rt_.r'� ......1.980--= �,J�� TYP. Ir 4_._.. 1.053 --f 1,1,2-- „5-1 _'-.110 �-2.652-----j I_ (3A� FRAME JAMB o o 0 U u c - i N 4 TOP RAIL -..1 .935 I--,- (7) INTERLOCK STILE -- ----.700 1.942 WN SLIDING GLASS >ws and Door: . 25TH STREET 33172 3-6590 FAX. (305; --,- (.\ . j•-7980 GLAZING BEADS }rL. I_ ---L .692 .241 c..-'""' 14� STILE REINFORCING I "Z:/';� 1''�, s II l3 5.750 TYP. 4.610 ( A , 7.122 _080- \\ �. _. LJ _..J _......._�. .712 6 i. 4 3.197 _. .100 TYP. i ,...___2.707- O70I _E _lL[ ___Er - - i' �e C -if` I C7 n - i U p A J - .930 1 5.314 .563 5-2 .823 :i Ul. I ,(�' 1'i',) ,< np,)n with Ox Fkn8Ja ....':: r -r- -� i.._-....--_ _ J -._i. 3t Code Iiwldln8 Acolptentx N f 3,� I L Ir- l( ¢ I 4 070 1.000 -. lfif TRACK INSERT FsD9•dion Data i u 22 .I J ----'--3 8- Tl, -� �tTnm att.-50-'1+W Fm F o CSS BOTTOM RAIL .<1.930L LA GLASS ADAPTERS .200- i C8i ASTRAGAL 1 L._..._..__........... - -+-,.500 -.'� STILE 065-- r.. 2.382 --- omplymU w..,, u,<}Mx1J` RNnB c.e . C ? o Io i°, s...I n '�� ti c> rc o -, • • • • • • • • • • • • • • • •* -... • • • • • • • •• •LA •• • • • • • -� 750 .996 r- L.� JAMB COVER �cpcy{eoc9 Nu 1.,,.,��' C:R 1P•D 9•.,,,,,r�� kln�Z�flICY o v o . 3 o � .`°. _. ' 8625--_...........__. ._.._• • • ^53� __. __..__. ""- Ci- ri,-T 17L �..... . • • •• • ��-_• y ............... 3.575-..._, •1 !I I! �. S 1 2.229 65 1 3.381 �.......... 3.601 .075 Enyr: JAVAD AHMAD CML FLA. C. PN. 3 8 92 o : . ! ~ :ii.u.....1(..., .9. !. li 1. 1.8150 \ 100 1.9` f�' r,� • a • �': P. VV• •2.449 • • •-.-.175 1• ,.625 ) ,: �. � Y `SJI'� rr �(�' • - • 065 ` 620 .... �f-._1 `_.-� �,� u LSL _ I •1:__ , • 4 --I-,715 • ..75 • i 1 • • • • • • • • • • • • • • ..- ttP_ 1.._�._ ........�. qU1C d ing no. W09-58 8.625 /_ `) FRAME SILL (g) \ (9.--A) SILL. RISER (STANDARD) SILL RISER (HI -RISE) 8POCKET 000R HOOK � 3 L � �/� J 13 'sheet 1007 `--- - • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM # 2 2A 3 PART 1 C0I-572 C01-573 CGI -575 QUANTITY DESCRIPTION MATERIAL MANF./SUP PIAER/REMARXS FRAME HEAD FRAME SILL 30 7 8 9A CGI -574 CCI -576 CGI 555 CGI -556 CGI _557 CGI -558 AS REOD. 2 AS 8E0D. 1/ PANEL 1/ PANEL 2/ PANEL AS 8E0D. TRACK INSERT FRAME JAMB JAMB COVER TOP RAIL BOTTOM RML 6063-T6 - 6063--T6 - 6063-T6 - 6063-16 - JAMB/LOCK STILE INTERLOCK IlA 12 13 14 15 CCI -559 CCI -55.3 CGI -553 CCI -561 C01-563 CGI 562 CO --554 ........__..._.. CGI -565 CGI -565 CGI -560 CCI -577 AS RECD AS 8E00 AS 8E00. AS REOD AS 8EOD. AS RE00. AS RECD. AS RECD. 2/ RX. PANEL AS RE00. AS REDD. ASTRAGAL STILE SILL RISER (STANOARO) SILL RISER (HI -RISE) GLAZING BEAD (COLONIAL) GLAZING BEAD (SQUARE) CLASS ADAPTER (COLONIAL) GLASS ADAPTER (SQUARE) GLASS ADAPTER (INSUL. LAM. GLASS) FTX. PANEL BASE, 2" LONG 6063-15 - 6063 16- - 6063-T0 6063-06 - 6063-16 - 6063 16 6063-35 6063-75 6063-T5 6063--T5 - 6063-T5 - 6063-15-6063-56 - 6063-15 ATTACHED WITH #8 X 3/4" PH PH IEKS STILE REINFORCING 6063-36 LENGTH = DOOR LIT. - 14" POCKET DOOR HOOK 6063 -TG - 16 VARIES VARIES WOOL PILE WEATHERSTRIPPING WITH FIN PILE UL7RAFAB OR EQUAL .187 BASE K .290 TRI -FIN (USED HORIZONTALLY) .187 BASE X .290 SINGLE CENTER FlN (USED VERTICALLY) 17 18 19 20 CGI 38243 SILICONE CGI -584 C0I-586 VARIES VARIES 1 1 GLAZING BEAD BULB STRUCTURAL SILICONE ANTI -LIFT BLOCK ADHESIVE BACKED PILE PAO (.300" HIGH) VINYL RUBBER GL REINF NYLON PILE CUSTOM EXTRUDED GE 1200 OR DOW 995 CUSTOM CO PART ULTRAFAB OR EQUAL 40043E INTERLOCK ATTACHED W/ (2) #10X1 SMS • AT BOTTOM OF EACH INTERLOCK 21 TA -51 OR TA -84 2/ MOV. PANEL TANDEM 7/5 ROLLER 5/5 BUILDERS BRDW. OR EQUAL ATTACHED WITH #8 X 3/4" PH PH TEKS 23 CH -200 CH -107 CH --109 CGI -581 SCREW (FRAME) 1 1 OPT. 1 12 M.S. COMMERCIAL HOOK DOLT LOCK (CH -200) BRASS THUM8TURN BRASS KEYED EXTERIOR CYLINDER .850 X 3.875 S/S KEEPER #12 X 1 1/4" HEX HEAD S/S SMS S/S MECH. BRASS/ZINC BRASS/ZINC 5/5 S/5 CUSTOM PART CUSTOM PART CUSTOM PART CUSTOM PART VARIOUS INCLUDES CCI -580 FACE PLATE TRIM W/ (1) S/S KEEPER (663-581) 24 25 1 REQUIRED PER HOOK BOLT OPTIONAL PART 76 27 ATTACHED W/ (3) #10 X 1 TRUSS HEAD SMS S SCREWS PER FRAME CORNER 28 SCREW (PANEL) 8 #l0 5 1 1/4" PAN HEAD 5/0 SMS S/S VARIOUS 2 SCREWS PER PANEL CORNER 29 30 31 32 33 34 SCREW SCREW CGI --599 SIDELITE JAMB CLIP HI-FLO WEEPER - 2 VARIES VARIES 1 SCREW I/SCREW #8 X 1 1/7" FLAT HEAD TEKS 5/0 #10 X 1 1/2" PAN HEAD TEKS S/S RUBBER SEAL 5/7 S/5 RUBBER/FOAM ALUM NYLON • EPDM VARIOUS VARIOUS CUSI OM PART CUSTOM PART (2) PER FIXED PANEL AI MAXIMUM OF 24" FROM TOP & BOTTOM MOUNTED ON PLASTIC COVER AT 6" FROM ENDS AND 24" ON CENTER MAX. -_ _— CONSISTS OF 1/8 X 3 1/8 x 3" LG PLATE GWED TO 3/4 X 1 1/2 X 1/8 THK X 3" LG TUBE 3" NG IP (A 0 CONE URA71 N •�• T• • �1 i) • •1• •NEEP HOLE 00 CGYF• VARIES - . 2/ LITE - '" PEP - 1 WEEP AND COVER AT 9" FROM ENDS AND AT CENTER LINE Of INTERLOCK OR ASTRAGAL -- • • • • • -• •- • • • • SETTENG BLOWS • • • • • • DUROMETER 85±5 SHORE A SEALANTS: ALL FRAME AND PANEL JOINT, YJSTTLIihtiV SCRF•WS 1AN0 • • • • • • • • • • HEADS OF- ANCHOR SCREWS AT•SIII. 1O•f3E SEALiD iNITH • • • • WHITE/ALUM COLORED SILICONE. • • • • • • • • • • • • • • • • • • • • • •• • • • • •—ii • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Eng.: 344360 AHMAD CML TLA. PE 0592 3 2015 t'R011UCT liµilit ttlx Fl�� ..� comylYt^B Ait m eNo K -u 13.9 dxpNedon Datc. - cw w4 aE C 0 !8 0 Wiry 0' ry mot V O w ootEl• Np Q WALL N LL `P" = .1aS¢U <6mg r- r_ U 2 I 0 O O 431 O 0 Lo C - 5 ar ce 1 nlu 0 ml 11 (drawing no 1 W09-58 (sheet 11 of 13; . PANEL TOP CORNER FRAME TOP CORNER PANEL BOTTOM CORNER ~~~~~°=~ °° •° ° ° °= •° •° •• • • • • • • • • = •° °°° • • • °°° • • o ° • • • • o °~° • °° °° 'MU11.10N LOAD CAPACITY - PSP DIMS. 2 X 10 X 1/0" WIDTH (W) LENGTH (L) EXT.(4) INCHES INCHES INT.(-) 26.1/4 140.0 32-1/4 38-1/4 ......._.140.0 140.0 44-1/4 84 140.0 50-1/4 140.0 56-1/4 62-1/4 .1400 140.0 26-1/4 ........._140:0...._.._ 32-1/4 140.0 38-1/4 140.0 44-1/4 90 140:0__ _. 50-1/4 140.0 , 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 32-1/4 140.0 38-1 /4 ..............................._ 1. 44-1/4 96 140.0 50-1/4 140.0 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 32-1/4 140.0 38-1/4 ---- 140.0 -_ 44-1/4 102 -- 1400 50-1/4 140.0 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 32-1/4 140.0 38-1/4 140.0 44-1/4 108 140.0 50-1/4 140.0 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 32-1/4 140.0 38-1/4 1400 44--1/4 114 140.0 50-1/4 140.0 56-1/4 140.0 26-3/4 140.0 32-1/4 140.0 38-1/4- 140.0 44-1/4 120 140.0 50-1/4 140.0 56-1/4 140.0 • ALUM TUBE 7, x to x I/O" WI PANEL WID1H N W2 PANEL WIDTH TYPICAL. ELEVATIONS SIDE BY SIDE S.G. 0005 SIDE BY SIDE APPLIES TO TWO OR MORE DOORS TYPICAL ANCHORS AT MULLION ENDS CLUSTER T. 8 SEE SHEET 5 & 6 FOR CAPACITY W'IDTH(W)= Wt +H'z + 2 X 10 X 1 /8" ALUM TUBE - (6063 -T6) W1 := 5G0 PANEL WIDTH W2 = 000 PANEL WIDTH TYPICAL ANCHORS IN PAIRS AT 6" FROM ENDS AND 18-1/2" 0.C. MAX. •• ••• • • • • • •• • • • • • • • • • • • • _.-_• •• ••• •• • • • NOTES: • • 1. USE CHART ON THIS SHEET %o !IDE 81 SIDE C01�1 AON • • • CAPACITY OF DOOR MULLION.• • • • • • 2. FOR SLIDING CLASS DOOR CAP'CII SEE:EEi• 3. •• e : • 3. USE CHART ON SHEETS 5 4016010 SELE•T ANCHOR • • ARRANGEMENT AT MULLION ENDS. 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. • • • • • • ,_• ..• DOOR FRAME WIDTH • • EXTERIOR DOOR FRAME WIDTH UNCLIPPED MULLION 3 1/4" /MULLION TUBE 3 1/4" CLUSTER OF 8 ANCHORS HEAD/SILL READ VALUES FOR CLUSTER OF 8 ANCHORS ON SHEETS 5 & 6. Engr. JAVAD AHMAD CAL 11A, PE # 70592 CAM. 3538 23201 PRODUCT AEvisGD d4 comptyias with the FM''. Bu>lldIWC 5'O 3.0 - AotromoExping""p 410 ,,..i, O 10 DN O H N 0 N .Y I < O 3 n 2 N j 4_ w > O S n Browing no. W09-58 sheet 13 of 13' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midad e.gov/economv CGI Windows & Doors 10100 N.W. 25"' Street Doral, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittedhas been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspe - or material within their jurisdiction. RER reserves the right to revoke th'si ceptance, if it is determined . iami-Dade County Product Control Section that this product or • ateral fails to meet the requirements of the a.: icable building code.. This product is approve as described herein, • and has been designed to co i ly with the Florida Building Code, including the Hig Velocity Hurricane Zone. DESCRIPTION: Seri "560" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. iding Glass Door — LMI", d by Al—Farooq Corporation, , P. E., bearing the Miami—Dade umber and Expiration date by the APPROVAL DOCUMEN : sheets 1 through 13 of 13, including s with latest revised "H" dated 02/29/16, -sig e• a County Product Control Revisio p with the Notice of Accepta Miami—Dade County Prodi • Control S= tion. -awing No. W08-1.4, titled "Series 560 Alum • 2.1 and 9.1, dated 02/08/08, pre MISSILE IMPACT TING: Large and Small Missile Impact Rating. LABELING: Each unit hall bear a permanent label with the manufacture 's name or logo, city, state, model/series, and followin: tatement: "Miami -Dade County Product Contr.. Approved", unless otherwise noted herein. RENEWAL of this NOA shall be cons'.e - • :.• . : • +'cation 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 thi9NOA as an eorsement of any product, for sales, advertising or any other purposes shall automatically terminate n this 1'0.'1 ailure to comply with any section of this NOA shall be causd for termination and removal 1'1 YA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dadg. Runty, J'jorigla, and: followed by the expiration date may be displayed in advertising literature. If ad% ol;tlt VOA 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 •manufactdett or its lag Official' ice pages E;1 ands -2, as distributors and shall be available for inspection at the job site at the reque This NOA revises NOA# 15-0302.06 and consists of page 1, and evi approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasen a, P.E. MIAMI•DADE COUNTY APPROVED . . . .. . .... . . . NOA No. 16-030 .01 Expiration Date: June 12, 017 Approval Date: March 17 2016 age 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's# 08-0304.05 and 09-1209.06) 2. Drawing No. W08-14, titled "Series 560 Alum Sliding Glass Door - LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9.1, dated 02/08/08, prepared by Al—Farooq Corporation, with latest revised "1-I" dated 02/29/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 20194 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09, dated 11/10/09,'signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09-1209.06) 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) Small Missile Impact Test per FBC, TAS 201=94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08-2070, HETI-07-4427, HETI-07-4405, HETI-07-4418 and HETI-07-4428, dated 02/29/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0304.05) • • C. CALCULATIONS , • 1. Anchor verification calculations and structural analysis, complying with.FBE--2014, • * •, 51h edition, dated 02/25/15 and 12/09/15, prepared by Al Faraee t rporttiotl'signed' and sealed by Javad Ahmad, P.E. .... .. . . (Submitted under previous NOA No. 15-0302.06)• • • •• • .... • .. 2. Glazing complies with ASTM E1300-09 •••• • • . .• ••• .. .••. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RSR) • . •. . . •.. • •.: • • Jorge M. Plasencia, P.E. 'roduct Control lJnit Supervisor NOA No. 16-0303.01 Expiration Date: June 12, 2017 Approval Date: January 7, 2016 E-1 . . • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA). for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/2014, expiring on 12/11/2018. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Glass Interlayers" dated 06/25/2015, expiring on 07/04/2018. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2014, 5'h edition, dated 02/25/15, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 15-0302.06) 2. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27 of the FBPE, dated 03/03/10, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA No. 09-1209.06) 3. Proposal No. 08-16.53 issued by Product Control, dated 01/28/09, approved and signed by Ishaq Chanda, P. E. (Submitted under NOA No. 09-1209.06) 4. Laboratory compliance letter prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09, dated 11/10/09, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA No. 09-1209.06) 5. Proposals No.'s 07-3001-R and 07-3001-R-1 issued by Product Control, dated 10/23/07 and 01/10/08, both approved and signed by Ishaq Chanda, P. E. (Submitted under NOA No. 08-0304.05) 6.. Laboratory compliance letters prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08-2070, HETI-07-4427, HETI-07-4405, HETI--07-4418 and HETI-071428, dated 02/29/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08--0304 05) • G. OTHERS• 1. Notice of Acceptance No. 15-0302.06, issued to CGI Windo+vs et Docks, foI their •, Series "560 Alum Sliding Glass Door - L.M.I.", approved oMMe3tU7/16 and'd cpiring on 06/12/17.• •• .• • .... . • .. • • • • .... • •r . . . Alb Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0303.01 Expiration Date: June 12, 2017 Approval Date: January 7, 2016 E-2 ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS WITHOUTPOCKETS NOT TO EXCEED 158.95 SQ. FT. MAX. JAMB ANCHOR SPACINGS 4' ANCHOR TYPE SHIM SPACE 'A' & 'B' " 'C' 'D' & 'R' 1/4" 18-1/2" 18-1/2' 18-1/2" 3/8' 18-1/2' - 18-1/2' 1/2' 9-1/4" - 9-1/4" JAMB ANCHORS FALSE MUNTIN OPTIONAL SERIES '580' ALUMINUM SLIDING GLASS DOOR (2 TRACK( DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FOC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNER, ANO •ESTER, TO•COMPSY WITS TME • • REQUIREMENTS OF .THE 2014 (IITH E01T1ON)•FLORIDMBUIIDINO CODE • • INCLUDING HIGH VELOCITY HURRICANE ZO NE.:(H1,129.: • • • • • 1BY OR 2BY W00D'BUCKS BY OTHERS, AIUiT Bj Aki:.HIFE PRIPEFite • • TO TRANSFER LOADS TO THE SITRUCTURI.• • • • • • • • • 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 CONDITION ri NOT SHOWN I THESE E• DETAILS ARE • • • • NOT PART OF THIS APPRO•AL! • • • • • • • A LOAD DURATION INCREASE IhUSEO•IN OESIGNbOF•ANCHIRS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPAC NOLOfljETARIC:MHLI:NO:-C2MP4ES$LE• : • MATERIALS INCLUDING BUT T UMITIU TO STEELJMETAL SCREWS, THAI' • COME INTO CONTACT WITH OTHER D15511411AR MATERIALS SHAD. MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DOOR FRAME WIDTH CLUSTER 4, 5, 6 OR 7 N 4' AT STILE ENDS SEE CHART ON SHEETS FOR CAPACITY 5 & 6 4' SEI TYP. •II' _ TYP. I, I1 = I n ii a it II II i i ' ,/• II II n_ u KEINE. AS REOD. �•SCE 5HEET 3 / 6014 CAPACITY /. �, V. "�/ , /, • 11 II II 11 11 11 11 11 II 11 II 11 1 B Y . 11 1 1 11-1 ) T • 40 1/4" SILL ANCHORS CLUSTER OF 4, 5, 6 OR 7 AT STILE ENDS SEE CHART ON SHEETS 5 FOR INSTRUCTIONS; USE CRAMS AS FOLLOWS. STEP 1 STEP 2 STFR-1 DETERMINE DESIGN WINO LOAD REQUIREMENT BASED ON WW0 VELOCITY, BLDG. HEIGHT. YARD ZONE USING APPLICABLE ASCE 7 5TANOARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 5 & 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 FOR SIDE BY SIDE DOORS WITH VERTICAL. MULLION OF PEOUI880 SELECT 2X6 OR 288 TUBE FROM CHART ON SHEET 13 WRH LOAD RATING HIGHER THAN REQUIRED. SELECT ANCHORS AS PER STEP 3. STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 40 1/4" D.L. OPG. 48 1/4" PANEL WIDTH 8' MAX. /SILL SHEET SHEET 8 6" MAX. HEAD/SILL CORNERS le 8 POCKET JAMA ANCHORS D.I. OPENING D.L.0 HEIGHT DOOR HEIGHT - 13 5/18" D.L.O. WIDTH - PANEL WIDTH - 8" (MESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED. 2 TRACK DOORS -- - LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT 1-T1ifiTl7'r?, eE •,. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0303.01 Expiration •:t•06/1212017 Byl Mlam ` - e Pro tie Contro FR 292016 v z q 0 M F 0 t a 01 5 Ow„ I0 r.d L__ drawingno. W08-14 (sheet 1 of 13 ) MAX. FRAME W. XX MAX. FRAME WIDTH 11 i t _ail -m:1 OM= lillOW Itait,46, 1/2' 94 3/4" r 3/4' 30 ins 60' XX MAX. FRAME WIDTH OXO (SHOWN) XXX (SIMILAR) MAX. FRAME WIDTH -o0—o—a REINF. AS READ. SEE SHEET 3 11 i t OXO (SHOWN) XXX (SIMILAR) MAX. FRAME WIDTH -o0—o—a REINF. AS READ. SEE SHEET 3 11 frameIWidthr 11111ku4 l' REINF. AS READ. SEE SHEET 3 01 11 frameIWidthr 11111ku4 l' ���� II F ��, OM= lillOW 73 1/2' 94 3/4" 26 3/4' 01 REINF. AS READ. SEE SHEET 3 Over—all Door Frame Width based on Panel Width Width IDeoWidthr3 FromPanel frameIWidthr Frome WiPanel dth ���� II F ��, -.-NIEr--- —illMall MI , 48" 73 1/2' 94 3/4" 26 3/4' 30 1/4" 60' 91 REINF. AS READ. SEE SHEET 3 Over—all Door Frame Width based on Panel Width Width IDeoWidthr3 FromPanel frameIWidthr Frome WiPanel dth Froor 1 lme 814991 24 1/4" 48" 73 1/2' 94 3/4" 26 3/4' 30 1/4" 60' 91 1/2' 118 3/4" 32 3/4" 36 1/4" 72' 109 1/2' 142.3/4" 38 3/4' 42 1/4" 84" 127 1/2' 166 3/4' 44 3/4" 48 1/4' 98" 145 1/2' 190 3/4' 50 3/4" 54 1/4" 106" 163 1/2" 214 3/4" 56 3/4' 60 1/4' 120" 161 1/2" 238 3/4' 62 3/4" Formulo to convert Door Width to Panel Width For 2 Panel Doors: Door Width/2 + 1/4" = Panel Width For 3 Ponel Doors: Door Width/3 - 1/4" w Ponel Width For 4 Panel Doors: Door Width/4 + 9/16" = Panel Width For 1 Panel Doors: Door Width - 2 1/2" - Panel Width Formula to convert Panel Width to Door Width For 2 Ponel Doors: Ponel Width x 2 - 1/2"' = Door Width For 3 Panel Doors: Pane{ Width x 3 + 3/4" = Door Width For 4 Panel Doors: Ponel Width x 4 - 2 1/4" = Door Width For 1 Panel Doors: Panel Width + 2 1/2" - Door Width Panel Height Formulo Door Height - 2 9/16" = Panel Height OXXO XXXX(SIMILAR AUX. •FMMDD • • • • • • • • • • WIDTH • •r-1 • • OP • • • •• •• REINF. AS REDD._ SEE S IEET 3 4 • G. • • • • •• • APPROVED CONFICO_R_ATIONS NON -POCKETED DOOR. (4 PANELS OR LESS) • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • D GL c NE IFG D.L 0 HEIGHT = DOOR HEIGHT - 13 5/16" D.L.O. WIDTH = PANEL WIDTH - 8' l'EB7.92916 PRODUCT REVISED as complying with the Florida Building Code NIDA -No. 16-0303.01 Expiration Date 06/12/2017 By MI a1840f(di Produce Control 3 • s 222555 1 0� V oda ; N. .fa Da g Viz 0 o_ E (05A Iggt T o 10 10 1 3 (drowing no. W08-1,4 (sheet 2 of 13D d •, • • • I •• • •• • •• p a. im_ ill 4 • G. • • • • •• • APPROVED CONFICO_R_ATIONS NON -POCKETED DOOR. (4 PANELS OR LESS) • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • D GL c NE IFG D.L 0 HEIGHT = DOOR HEIGHT - 13 5/16" D.L.O. WIDTH = PANEL WIDTH - 8' l'EB7.92916 PRODUCT REVISED as complying with the Florida Building Code NIDA -No. 16-0303.01 Expiration Date 06/12/2017 By MI a1840f(di Produce Control 3 • s 222555 1 0� V oda ; N. .fa Da g Viz 0 o_ E (05A Iggt T o 10 10 1 3 (drowing no. W08-1,4 (sheet 2 of 13D d 6 FRAME WIDTH PX (SHOWN) FRAME WIDTH PXX (SHOWN) XXP PXXP FRAME WIDTH - . II. ©- jj��CO- $ - CD - PXXXXP i Ps 3' er—all Door Width based on Panel Width Ponol Width PX, XP Door Width PXX, XXP Door Width PXXP Door Width PXXXXP Door Width PXXXX Door Width 24 1/4" 22 9/18' 43 13/16' 44 1/18" 86 5/6" 90 3/4' 30 1/4" 28 9/16' 55 13/16' 56 1/16' 110 5/8" 114 3/4' 36 1/4' 34 9/16' 67 13/16" 68 1/16' 134 5/6" 138 3/4' 42 1/4" 40 9/16' 79 13/18' 80 1/16' 158 5/8' 162 3/4' 48 1/4" 46 9/16' 91 13/16' 92 1/16" 162 5/8" 185 3/4' 54 1/4" 52 9/16' 103 13/16' 104 1/16' 208 5/8" 210 3/4' 60 1/4" 58 9/18' 115 13/16" 116 1/16' 230 5/8" 234 3/4' 0008 FRAME WIDTH REINF. AS RECD. SEE SHEET 3 DOOR FRAME WIDTH Formula to convert Door Width to Panel Width For PX: Door Width + I 11/16' = Panel Width For PXX: (Door Width + 4 11/161/2 = Panel Width For PXXP: (Door Width + 4 7/16")/2 = Ponel Width For PXXXXP: (Door Width + 10 3/8")/4 = Panel Width For PXXXX: (Door Width + 6 1/41/4 - Panel Width Formula to convert Panel Width to Door Width For PX: Panel Width — 1 11/16" = Door Width For PXX: Panel Width x 2 — 4 11/16" = Door Width For PXXP: Panel Width x 2 — 4 7/16" = Door Width For PXXXXP: Ponel Width x 4 — 10 3/8" - Door Width For PXXXX: Ponel Width x 4 — 6 1/4" a Door Width Panel Height Formula Door Height — 2 9/16" = Panel Height p,1„ QPENING D.L0 HEIGHT - DOOR HEIGHT — 13 5/16" D.LO. WIDTH - PANEL WIDTH — 8" DOOR FRAME W1OTH FRAME WIDTH I • • • • . • • • • • • —• •k• • •• r i 11 1 PXXXX (SBOMH) PXXXO • XXXXP•• OXXXP Y •� • RE NF. REDD. SEE SHEET 3 DOOR FRAME WIDTH • • • • • • • • •• • • • • • • .APPROVED CONFIGURATIONS POCKETED DOORS (4 PANELS OR LESS) • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REINF. AS REDD. SEE SHEET 3 12 8 PRODUCT REVISED as complying with the Florida Building Code NDA -No. 16.0303.01 Expiration Date 06/12/2017 By MI ml Product Control FEB 9 2016 M 8 ,L. 42 drawing no. W08-14 (sheet 2.10113) 7 DES10N LOAD CAPACITY - P8F (GIASS) 4V\ DESIGN LOAD CAPACITY - P80 (GLASS) DE610N LOAD CAPACITY - PSP (CLASS) CAPACITYTS GLASS TYPES GLASS TYPES OA93 TYPES MASS TYPES MASS TYPES '1' 'IA' GABS TYPES '8' & '8A' GLASS . o '1' & '11' '2' & '2A' '1' k 'IA' '8' k '2A' k A/0 SEINE. NMI NEW. ma 0861 DOOR 00021 A/0 REINP. 121211 30162?. Z q J 0500. 015Th coo 1111010 A/0 REINF. 021TH REIN?. pµ0. loan CO_. How "CH[7 r1p1f¢ EXT.(+) 042.)-) EXr.(+) INT.)-) ^� 0 7d lades 961116 EXT.(+) INP.(-) EXL(+) 101.)_) "x'0.1 9XIas EXL(+) INT.(-) EXT.(+) off.(-) n 80.0 80.0 120.0 140.0 24-1/4 60.0 80.0 120.0 140.0 24-1/4 80.0 110.0 120.0 140.0 { a 24-1/4 80.0 80.0 120.0 140.0 30-1/4 80.0 80.0 120.0 140.0 a 30-1/4 80,0 60.0 120.0 140.0 30-t/4 80.0 80.0 120A 140.0 o 80.0. 80.0 120.0 140.0 33-1/4 80.0 80.0 120.0 140.0 33-1/4 33-1/4 /_ .._ 60.0 60.0 120.0 140.0 35-1/4 60.0 60.0 120.0 140.0 FOR 1� ROC{4 30_1/ '.800 120.0 140.0 36-1/1 80.0 80.0 120.0 140.0 CAPACITIES SHOWN IN CHART ARE 4�TE:YAI. 1u Sao 60.0 60.0 120.0 140.0 ' 39-1/4 80.0 80.0 120.0 110.0 39-1/4 DOORS USING 4-I 4 SILL RISER DOOAPPRS V 80.0 80.0 120.0 140.0 42-1/4 80.0 60.0 120.0 140.0 0 N 42-1/4 80.0 60.0 120.0 , 140.0 42-2/4 80.0 80.0 120.0 740.0 SILL RISES TO BE r 60.0 80.0 120.0 140.0 44-1/4 80.0 8.0.0 120.0 140.0 44-1/1 111 SELECTED FOR MAX. POSITIVE gttii 44_1/4 - 90 - 60.0 120.0 140.0 46-1/4 77,8 77.6 120.0 140.0 SEE DETAILS 40-1/4 60.0 80.0 120.0 140.0 48-1/4 80.0 73.7 73,7 120.0 1® EPRESSURE O 4 79.1 120.0 140.0 411-1/4 77.3 77.3 120.0 140.0 48-1/4 ON SHEET 4. 0 48-1/4 79.1 75.9 75.9 715.2 134.4 50-1/4 70.2 115.2 ANCHOR TYPE AND Gi 50-4/4 75.9 708 116.2 134.4 50-1/4 80.0 OBTAIN `'� 52-1/4 73.0 73.0 110.8 129.3 62-1/4 73.0 73.0 110.8 129.3 52-1/4 90.0 80.0 CONFIGURATION TO USE FROM 1 �i 70.3 70.3 106.7 124.5 54-1/4 70.3 70.3 106.7 124.6 64-1/4 ANCHOR CHARTS ON SHEET 5 74 O J 54-1/4 67.8 97.8 102.9 120.1 56-1/490.0 80.0 MlD_DON SIZE AND CAPACITY TO tI Si lfLs 56-1/4 67.8 67.8 102.9 120.1 56-1/4 90.0 40.0 CHARTS ON Si 65b 65.5 99.4 116.0 68-1/4 - - 99.4 116.0 68-1/4 BE OBTAINED FROM a 50-1/4 - - 89.6 69.6 60-1/4 89.0 89.6 SHEET 13. 7 60-1/4 63.3 63.3 90.1 112.1 ' 60-2/4 611.0 80.0 120.0 140.0 24-1/4 120.0 140.0 LOWEST APPLICABLE VALUE FROM SERIES '560' AWN SLIDING GLASS DOOR (LM.I.))1 CGI Windows and Doors. Inc. 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX (305) 593-6592 24-1/4 80.0 601 720.0 140.0 24-1/4 ' •' ' 120 .0 140 . 0 ABOVE WILL APPLY TO 80.0 80.0 120.0 140.0 30-1/4 85.0 e0.0 120.0 140.0 30-1/4 ._........ THE 30-1/4 60.0 80.0 110.0 140.0 33-1/4 80.0 120.0 140.0 CONDITION REVIEWED. 33-1/4 80.0 80.0 120.0 140.0 33-1/4 36-1/4 80.0 60.0 120.0 140.0 36-1/4 60.0 50.0 120.0 140.0 36-1/4 80.0 80.0 120.0 140.0 39-1/4 80.0 80,0 120.0 140.0 • 60.0 60.0 120.0 140.0 39-1/4 80.0 80.0 120.0 140.0 39-1/4 80.0 80.0 120.0 140.0 42-1/4 80.0 80.0 120,0 110.0 42-1/4 60.0 80.0 120.0 140.0 42-1/4 S•' '� 80,0 120.0 140.0 80.0 80.0 120.0 140.0 44-1/4 80.0 80.0 120.0 140.0 44-1/4 114 44-1/4 84 ' f02 78.8 78.8 120.0 140.0 48-1/1 76.6 120.0 140.0 48-1/4 80.0 60.0 120.0 140.0 46-1/4 120.0 140.0 70.1 79.1 125.0 140.0 48-1/4 79.1 79.1 120.0 140,0 48-1/4 18-1/4 4 75.9 15.9 115.2 134.4 50-1/4 10 ,0 115 1 34. 0 40. 50-1/4 75.9 75.9 116.2 134.4-7 50-1/4 90 0 73.0 73,0 110.8 129.3 52-1/4 73.0 73.0 110.8 120.3 62-1/4 52-1/4 70.3 108.7. 124.5 54-1/4 90.0 90.0 54-1/4 70.3 70.3 108.7 124.5 54-1/4 70.3 90.0 90.0 87.8 67.8 102.9 120,1 66-1/4 - - 702.9 120.1 58-1/4 68-1/4 - - 90.0 90.0 ' 58-1/4 90.0 90.0 58-1/4 65.5 65.5 99.4 116.0 58-1/4 69.8 89.8 83,3 63.3 98,2 112.1 80-1/4 - - 89.6 09.0 80-2/4 60-1/4 60.0 80.0 220.0 140.0 24-1/4 80.0 60.0 120.0 140.0 24-1/4. . 120.0 140.0 24-1/4 ' 60.0 60.0 220.0 140.0 30-1/4 80.0 120.0 140.0 30-1/4 60.0 80.0 120.0 140.0 30-1/4 60.0 •' ' 120.0 140,0 80.0 80.0 120.0 140.0 33-1/4 80.0 80.0 120.0 145.0 33-2/4 33-1/4 60.0 60.0 120.0 140.0 38-1/4 80.0 60.0 120.0 140.0 ' 38-1/4 O' 80 0120.0 ...._ ....._ 140.0 PRODUCT REVISED as complying w f • Florida ,-, 36-1/4 80.0 80.0 120.0 140.0 39-1/1 120.0 140.0 Building COd• Ei 39-1/4 80.0 80.0 120.0 140.0 39-1/4 120.0 140.0 16-0303.01 80.0 80,0 120.0 140.0 42-1/4 80.0 80.0 120.0 140,0 42-4/4 NOA-No. r a 42-1/4 601 80.0 120.0 140.0 44-1/4 120.0 140.0 44-1/4 • 110.0 80.0 128.0 140.0 41-1/4 105 _ 117'®' � 120.0 �� Expiration Date 06/12/2017 ,TIIRI 90 80,0 120.0 140,0 46-I/4 77.5 77.6 720.0 110.0_ 46-1/1 46-1/4 60.0 78.1 78.1 120.0 140.0 48-1/4 118.6 138.4 BY ``y ^ � '�' 48-1/4 79.1 79.1 120.0 140,0 48-1/4 133.6 133.6 Edam - •Product Control O d .i x 75.9 75.9 115.2 134.4 50-2/4 74.5 74.5 115.2 134.4 50-1/4 � 50-1/4 71.5 71.5 110.8 129.3 52-1/4 90.0 90.0 000 52-1/4 73.0 73.0 110.8 129.3 52-1/4 ' 90.0 90.0 a 70.3 70.3 106,7 124.5 54-1/4 60.9. 68.9 106.7 124.6 54-1/4 v 2 54-1/4 - - 90.0AS 90.0 56-2/4 90.0 90.0 NOTE: 58-1/4 67.6 87.6 1024 125.156-1/4 90.0 CAPACITIES ON THIS SHEEP ARE a 65.5' 65.5 99.4 121560 0 513-1/4513-1/4 - - 90.0 90.0 53-1/4 GLASS 68-1/4 63.3 53.3 90.1 112.1 60-1/4 _ _ 89.6 89.6 60-1/4 - B9'0 89.8 BASED ON ASTM E1300-09 (3 SEC. GUSTS) in o X LI P. 60-1/4 00.0 30.0 125.0 140.0 21-1/4 60.0 110. 120.0 140.6 24-1/4 80.0 120.0 140.0 AND FLORIDA BUILDING COMMISSION y 5 ° o Q : 24-2/4 • • AP 80.0 120.0 140.0 30-1/4 •' ' tw.o 140.0 DECLARATORY STATEMENT DCA05-DEC -219 - 30-1/4 65..0 1)_40..-1-2157:-1-410-•0 30-1'4 �7a9 • • • • '• 80.0 120.0 140.0. 33-t/4 .. 80.0 120.0 740.0 ... n 6 '.:17,__,,_, O w ,.. u Y 33-1/4 65.0 89.0 120.0 1 • 240_0 3811/`. • • •601 80.0 60.0 120.0 140.0 80.0 80.5 120.80 14.0 • 3881/49 • •• •• •• 80.0 80.0 120.0 140.0 36-1/4 36-2/4 80.0 120.0 240.0 39-1/4 80.0 80.0 120.0 140.0 39-1/4 80.0 85.0• 12,11.1,.,_1.4,V-#.2,-;_ : 30'11'• •• •• • 180..0 80.0 60.0 120.0 140.0 111TTF111 42-1/4 60.0 80.0 120.0 140.0 42-1/4 �.0 80.0 120.0 140.0 42-1/4 �� 120.0 140.0 .... 44-1/4 80.0 80.0 120.0 140.0 44-1/4 108 80.0 80.0 720.0 140.0 44-1/4 120 72.3 72.3 120.0 140.0 �PynD 6g ': g 1 . 96 80.0 90.0 120.0 140.0 45-1/4 80.0 60.0 120.0 140.0 46-1/4 _ 111.3 7, 9 TDi6 • 48-1/4 75� 120.0 140.0 48-1/4 120.0 137.1 N.7 48-1/4 70.8 .78.0 6 •�• 0 140. IJ� elm ...74..75.8 • • • •75.8 - - 90.0 90.0 {t 73.0 • 70..9 8110.0 4 129.3 0 62-Wti • 72.3 • 72.3 115.2 134.4 50-1/4 52-1/4 p • 69.2 • 69.4 110,6 129.3 52-1/4Browing - -- 90.0 90.0 no. 62-1/4 73.0 • 'i,.0 •,10.6 121.3 1 62-80'4 • - - 90.0 90.0 OF 70.3 11.3 • 12;.5 56 1/4 : • • IP., - 90.0 90.0 54-2/4 "'FF. W08-14 64-1/4 02.7 • - - 90.0 90.0 56-1/4 - - 90.0 90.0 ONIO..��[' 58-1/4 67.6 • •67.6 8902.9 120.b 56-1/4 • • - - 90.0 90.0 1 CONAL. �`t�� 85.5 661 99.4 118.0 56-i/1 - 90.0 90.0 58-1/4 111111 (sheet 0113 58-i/4 60-1/4 - - 89.6 69.8 60-1/4 _ - - 65.6 99.6 60-1/4 - - 96.1 112.1 ••• • •-• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' ANN. GLASS .090' Inlerloyer SentryGlos By 'Kuraroy Americo, Inc.' OR .075' tnterloyer Sollex CP With PET Core By 'Eoslman Chemical Co.' 3/18' ANN.- GLASS 3/18" TEMP. GLASS 5/16' AR SPACE 1/4' ANN. CUSS 090' !Malaya SentryGlos By Kuraroy Americo, Inc.' OR .075' Interlayer Sollex CP With PET Core By 'Eastman Chemical Co' 3/16'. ANN. CUSS SILICONE DOW CORNING 995 GE 1200 18 SILICONE DOW CORNING 995 GE 1200 18 1/4' HEAT 01609 D GLASS .090' inlertayer SentryGlas By Inc.' Kurcroy America, OR .075' Interlayer Sallex CP With PET Cora By 'Eastman Chemical Co.' 3/18' HEAT STREN'D GLASS SILICONE OOW CORNING 995 GE 1200 18 0 n W XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUAN£X' OR SUPER SPACER DY 'OUANEX' POINTS ON USES 36' LOAD CAPACITY DUE TO WATER EXT.(+) • 80 PSF • • CLASS TYPE I.A. •• ••• • • • • • •• • • • • • • • • • • tOAD EiPACRY • DUE TO WATER EXT.(+) • 80 PSF • • • • • • •• • LOAD FOR 12006 • • • • • • • • • • • • ACITIES•SHOWN IN 0/1ART Oli S INC LOWER SILL HEIO AT 1/4 POINTS ALL SIZES GLAZING OPTIONS NOTE: 3/16' AN0 1/4' PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16' +.1/4" OR 1/4" + 3/161 LOAD CAPAC DUE TO WAT R EXT.(+) • 0 P51 GLASS T.Y.BLY 3/18' TEMP. GLASS 5/16' AIR SPACE 1/4' HEAT STREN'D GLASS i to 0 00� AT 1/4 POINTS ON LITES WIDER THAN 38' LOAD CAPACITY DUE TO WATER EXF.(+) - 120 PSF 3 ARE FOR DOORS USING 4-1/4' SILL HEIGHTS LIMIT EXTERIOR(4) LOADS AS SHOWN ABOVE. .090' Interlayer Sentry0los 'Kuroray America, Inc' OR .075' Interioyer Soflex CP With PET Core By 'Eastman Chemical Co.' . 3/18' HEAT STREN'0 GLASS SILICONE DOW CORNING 995 GE 1200 ig ®XL EDGE SPACER r- ST. STEEL BY 'CARDINAL' abl 00MMII OR iA DURASEAL BY 'Ol1ANEX' uA; OR -to►., SUPER SPACER BY 'QUANE%' I'm GLASS TYPE '2A' AT 1/4 POINTS AU. SIZES PRODUCT REVISED as complying with the Florida Building Code Non -No. 16.0303.01 Expiration D • 06/12/2017 By MI —�"•• aro us ontrol IER.9?Si6 gg 2.0 2 0 5 0 drawing no. W08-14, sheet of -31 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • •. • ••• • • DESIGN LOAD CAPACITY - PBF (ANCHORS AT HEAD/8 LL) 'C' Ma )EFRAME ANCHORS TYPE. 'A' ANCHORS TYPE 'B ANCHORS TYPE 'A' k 'R' ANCHORS TYPE 1/4" OR 3/0" SHIM SPACE 1/4" SHIM SPACE 3/9" SHIM SPACE 1/2" SHIM SPACE 1/4' SHIM SPACE DOOR CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF KKK INCHES 4 6 6 6 8 7 6 6 7 6 6 1 6 8 24-1/4 30-1/4- X36-1/4 4' 48-1/4 54-1/4 135.6 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 111.1 138.9 140.0 140.0 mcgingcm 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 �• •a 140.0 129.8 140.0 140.0 140.0 140.0 140.0 140.0 119.2 140.0 139.0 140.0 140.0 140.0 140.0 99,5 139.1 119.3 102.2 119.3 135.3 140.0 ErEEMI 140.0 60 87,1 10=11111111TEN 140.0 140.0 140.0 113.7 mem 80.5 104.4 119.4 139.1 140.0 140.0 ME= MEIN 123.0 140.0 140.0 140.0 134,8 .140_0 140.0 02.9 108.2 119.4 140.0 140.0 140.0 - 83.7 97.6 111.6 140.0 140.0 140.0 106.2 121.4 136.6 63.6 95.6 107.8 130.0 140.0 140.0 60-1/4 24-1/4 30-1/4 38-1/4 42-1/4 48-1/4 54-1/4 135.7 �••� 140.0 138.0 140.0 140.0 140.0 138.3 140.0 140.0 240.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 _._......... 140.0 127.1 140.0 140.0 - 140,0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 - 140.0 118.5 MEC= IKE= 100.1 139.8 116.8 140.0 140.0 140.0 140.0 140.0 140.0 140.0' 140.0 113.5 87.4 138.2 518.9 133.5 140.0 140.0 140.0 84 65.3 102.3 MUM MEC= 140.0 140.0 129.8 • • 87.7 102.3 116.9 136.2 140.0 140.0 91.0®91.0 01.9 •� 95.6 121.3 100.3' 140.0 140.0 140.0 _ 140.0 140.0 140.0 115.5 104.0 132.0 118.9 133.7 81.9 104.0 93.8 116.9 105.3 140.0 __..... 127.3 140.0 .... 140.0 140.0 140.0 80-1/4 24-1/4 30-1/4 36-1/4 42-5/4 48-1/4 64-1/4 60-1/4 128.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 135.7 140.0 140.0 140.0 140.0 140.0 701.6 ......... 1 128.0 ... 140.0 140.0 wan 140.0 140.0 140.0 108.7 130.5 140.0 140.0 140.0 90 105.0 127.1 140.0 Num 240.0 1311.3 140.0 140.0 108.9 127.0 140.0 140.0 240.0 140.0 80.9 79.8 109.1 95.5 99.1 127.2 111.4 ®marm 140.0 140.0 mem 140.0 140.0 140.0 140.0 140.0 118.7 103.0 138.4 121.2 140.0 81.8 109.0 95.4 124.6 140.0 140.0 140.0 109.1 121.1 140.0 140.0 107.8 523.2 138.6 84.9 97.0 109.1 131.9 140. 140.0 84.9 76.5 89.2 102.0 131.6 140.0 140.0 97.1 110.8 124.8 76.4 87.4 98.3 118.8 135.8 140.0 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 96 118.8 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 127.2 140.0 140.0 140.0 140.0 .140.0 95.2 519.0 140.0 NEM MEM 140.0 ............... 129.5 140.0 140.0 102.0 122.3 140.0 140.0 140.0 140.0 99.3 119.2 139.0 140.0��F�•!�140.0� 129.6 140.0 140.0 102.1 119.7 138.1 140.0 140.0 140.0 119.3 140.0 132.1 �C1.6 140.0 140.0 111.2 97.4 129.8 113.6 140.0 grom 78,7 102.2 89.5 116.8 136.1 140.0 85.2 74.6 102.2 89.5 104.5 102.3 110.2 139.1 140.0 140.0 140.0 79.6 92.9 106.2 137.0 140.0 140.0 101.1 91.0 MIIMEMEXII 104.0 117.0 71.7 91.0 81.9 102.3 92.1 123.7 111.4 127.3 140.0 71.7 83.7 95.6 123.4 140.0 140.0 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 102 111.8 138.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 119,7 140.0 140.0 _ 140.0 140.0 140.0 89.6 ..._...._ 1122.0 134.4 140.0 140.0 140.0 140.0 140.0 96.0 116.1 134.3 140.0 140.0 140. 0 83.5 112.2 130.9 ,.....140.0 140.0 124.3 129.0 140.0 �� mom®' ®" 11111231�' ' 140.0 • 104.7 - 91.7 95.1 140.0 122.1 - . 107.0 108.7 140.0 122.2 122.3 88,1 82,4 72.2 74.9 ® 96.2 64.2 128.1 109.9 96.3 740.0 140.0 140.0 . 128.1 140.0 140.0 80,2 96.2 112.3 __....._ 96.3 98.9 112,2 130.9 740.0 _.._........ 70.2 .... 64.3 67.4 , 85.6 96.3 118.4 133.0 140:0....___ 87.5 78.7 90.0 116.1 132.7 140.0 85.7 97.9 110.1 87.4 77.1 88.7 104.8 119.8 134.8 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 108 105.6 84.6 132.0 Nam 140.0 126.9 140.0 140.0 , 140.0 140.0 140.0 140.0 113.0 135.7 140.0 140,0 140.0 140.0 140.0 140.0 140.0 ... 138,1, 140.0 90.6 108.7 128.9 140.0 140.0 140.0 105.9 123.6 140.0 140.0 140.0 115.2 134.5 140.0 90.7 • 121.0 140.0 140.0 140.0 106.0 134.1 140.0 140.0 98.9 115.4 131.8 77.9 wasi 103.6 121.0 140.0.__.... 140.0 MEM 1400.00 88.6 101.0 ® 79.6 90.9 105.9 88.3 70,8 79.8 82.8 82.6 94.4 117.4 125.4 137.0 139.2 140.0 89.6 102.7 ® 80.9 _. 91.0 109.9 125.6 540. 0 83.7 74.4 85.0 109.7 126,3 140.0 .60.9 92.5 104.0 83.7 72.8 82.9 99.0 113.1 127.3 60-1/4 24-1/4 30-174 38-1/4 , 42-1/4 48-1/4 54-1/4 80-1/4 114 100.0 1�2�5�.0� 140.0 140.0 140.0 140.0 136.0 140.0 140.0 107.1 128.5 140.0 140.0 140.0 140.0 140.0 ��99 T1 3 - 14• • •.• 140.0 85.9 103.0 120.2 133.4 140.0 50. 83.• �►L''7 100.40 +• .( •14' • i • • • 140.0 140.0 100.2 93.7 4K 109.3 140.0 124.9 88.0 73.8 100.3 86.1 114.8 98.3 133.8. 154.6 140.0 5 ®� l�1•4Fr0�.00 !1'An 71.8 • 8.011 12 • • 140.0 82.0 95.7 109.4 84.6 75.4 68.1 100_4 _PAL.._ 60.1 70.2 70.4 60.5 ���i' 103.8 119.7 '� 133.0 65.1 76.8 =mom= 87.6 98.5 .76 00.3 ...... 74.6 89.0 86.2 77.9 .......104.1 93.8 NEM 107.2 720.8 60.4 24-1/4 30-1/4 36-1/4 42-1/4120 48-1/4 54-1/4 60-1/4 95.0 ��•,• �,•, 119.8 • •5.2 140.0 1�F9�L�9 140.0 • 140,0 • 140.0 140.0 • 11140412• 140.0 140.0 140.0 140.0'® 129.2 103,6 140.0 ® 121.0 140.0 140.0 238.3 101.7 122.1 140.0 140.0 140.0 140.0 81.6 81.7 97,9 ' 95.3 MIE231 126.7 126.9 140.0 140.0 140.0 140.0 �TLY'.�►7!4:11111 Q' MM. • 81.80 • •1.6 tld,8 • 121•7 • • 105.8 •ZEMEI 140.0 69.0 77.9 103.8 118.7 70.1 81.6 93.4 108.9 127.0 140.0 90.9 103.9 11113/1111111EME 91.8 95.4 .111.2 litSIII 74.3 64.9 109.6 125.3 140.0 80.9 92.4 104.0 63.7 Eon 51.9 98.9 113.1 127.2 57.4 88.9 76.5 98.7 112.8 126.0 72.8 83.2 93.6 57.3 85.5 73.7 89.1 101.8 114.5 ••• • • • • ••• • • • • • • • • • • • • • ••• • .• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO 8E USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. PRODUCT REVISED as complying with the Florida Building Code NDA -No. 16-0303.01 Expiration Date 0 /12/2017 By Mla ro net on ro FEil Z 9'GIS a sO $ 4 d 0. • drawing no. W08-14 (sheat 50113 DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) 'E' PANEL WIDTH FUME 18011E8 ANCHORS TYPE 'D' ANCHORS TYPE 'E' ANCHORS TYPE `D' & 'E' ANCHORS TYPE 3/8' SHIM SPACE 0/8" SHIM SPACE 1/2' SHIM SPACE 1/4' SHIN SPACE DOOR CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 1100)11 190513 4 6 8 6 8 7 6 8 7 68 7 24-5/4 36-1 42-1/4 48-1/4 54-1/4 60-1/4 138.3 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140.0 136.6 140.0 140.0 140.0 140.0 114.1 136.9 140.0 140.0 140.0 C�- 80 • •.3.�7 138.8 117.4 140.0 138.0 140.0 125,3 140.0 140.0 140.0 114, 2 98.0 133.3 114.3 140.0 130.7 140.0 140.0 140.0 140,0 140,0 140.0 85.8 102.8 119.9 109.7=MOM= 100.1 114.4 140.0 140.0 140.0 106,8 121.9 IMENIMEMIll 140,0 89,1 101.8 Emolmaim 140.0 140.0 91.4 82.3 98.0 109.7 102.5 117.2 131.6 80.2 91.6 103,1 136.7 140.0 140.0 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 133.5 140.0 140.0 140.0 140.0 140.0 139.3 140.0 140.0 140.0 140.0 140.0 107.0 133.7 140,0 140.0 140.0. 111.7 134.0 140.0 140.0 540.0 133.9 140.0 140.0 140.0 130.5 140.0 140.0 540.0 84 114.9 134.1 122.7 140.0 140.0 98.0 1.12.0 128.0 140.0 140.0 140.0 83.8 100.6 _. 117.4 107.4 28. 126.3 140.0 84.0 95.0 112.0 140.0 140.0 140.0 89.5 104.4 � 111.5 ® 140.0 87.2 99.7 112.1 140.0 140.0 140.0 80.6 94.0 107.4 100.4 114.7 129.1 78,5 89.7 100.9 133.8 140.0 140.0 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 90 12 140.0- 140.0 140.0 140.0 130.0 140.0 140.0 140.0 140.0 140.0 .8140.0 99.9 ... 124.8 140.0 133,3 ..._..... 1 140.0 140.0 104.3 125.1 � 140.0 140.0 140.0 104.2 ®' 140,0 133.5 140,0 1400 104.4 121.8 140.0 140.0 140.0 ®® 78.3 93.9 125.1 109.6 __- 114.5 100 7 104.1 93,7 133.6 117.0 118.9 107.1 140.0 55 OEM= 120.5 89.6'®umniN 1,2=1191.5 1 73.3 93.0 53.7 104.8 104.6 84.2 140.0 140.0 140.0__..__ 133.7 138,7 124.9 140,0 140.0 140.0 140.0 140.0 140,0 83.5 97.4 111.4 100.3 75.2 87.7 24-1/4 30-1/4 36-1/4®IMIEMI1'I' 42-1/4 48-1/4 54-1/4 80-1/4 96 116.8 140.0 140.0 140.0 140.0 140.0 121.9 140.0 140.0 140.0 140.0 140,0 93.8 11311E1111113:111111333111623111 140.0 140.0 97.7 117.3 136.8 1.40.0 140.0 140,0 140.0 97.9 114.2 130.5 140.0 140.0 140.0 83.8 100.5 111.3 107.4 __ 125.3 140.0 84.0 98.0 140.0 140.0 140.0 73.4 88.0 102.7 94.0 109.7 125.3 ® 85.8 98.0 125.3 14®® 78.3 104.4 97.5 111.5 76.3 87.2 98.1 88.3 130.1 117.1 , 533.8 140.0 70.5 82.3 94.0 87.8 100,4 112.9 68,7 78.5 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 64-1/4 80-1/4 102 109.9 137.4 140.0 140.0 140.0 140.0 114.7 137.7 140.0 140.0 140.0 140.0 88.1 91.9 110.1 110.3 lam 82.9 86.0 ® IIIMM 110.4 ......98.7 98.3 117,6 117.8 101.0 88.5 91,8 140.0 137,4.___.. 117.8 103.2 104.9 140.0 140.0 134.7 92.0 .110.4 128.6 140.0 140.0 140.0 - 92.1 79.0 107.5 icammam 140.0 134.7 140.0 140.0 140.0 140,0 78.9 .1 73.7 118.0 IMMEMILEIM 80.7 92.3 118,0 _ 137.6 140.0 82.1 92.3 522.4 139,9 140.0 88.4 77.4 88.5 82,7 94.5 108.3 64.7 73.9 83.1 - 110.2 128.0 140.0 24-1/4 30-1/4 36-1 /4 42-1/4 48-1/4 54-1/4 80-1/4 108 103,8 120.8 140.0 138.6 140.0 140,0 105.4 130.0 140.0 140.0 140.0 140.0 83.2 104.0 124.8 1"1 ®�..� 89,9 104.3 ...._...._ 121.6 140.0 _-- 140.0 140.0 88.8 104.2 121.5 ' 111.2 129.8 140.0 87.0 101.5 140.0 140.0 140.0 74.6 MEI 104.3 95.4 111.3 127.2 74.6 87.1 99.5 127.2 140.0 140.0 IIMENI 91.3 97.5 111.4 65.4 76.3 87.1 111,4 130.0 140.0 WEIMIIIMEM 88_7.:..... 111.5 87.8 77.5 87.2 115.8 140.0 62.7 73.1 83.6 78.1 89.2 100.4 81.1 89.8 78,5 104.1 119.0 133.8 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 80-1/4 114 98.3 122,9 140.0 131.3 140.0 140,0 102.7 523.2 140.0 140.0 140.0 140.0 78.8 MUM 98.7 01.8.3• 115.1 • 104•2 • •10 .4 I 450,0 • 82.3 98.8 115.2 140.0 140.0 140.0 22.' - *10.4•. 82.4' 70.7 98.2 82.5 94.355. 140.0 140.0 140.0__.. 140.0 9• 0 • 0.6 70.6 81.8 84.7 L •_„_ • 7102 • •92.• 1105,6____ 61.9 ® 82.8 'E 123.1 140.0 65.9 59.4 ' 69.3 87.9 79.2 82. 74.0 6.9 84.5 � • 95.1 84.2 ' 57.9 ®ICOMIN 86.1 74.4 109.6 125.2_.. 140.0 95.8 112.7 126.8 24-1/4 30-1/4 36-1/4 42-1/4 48_.1/4 54-1/4 120 93.4 118.8 140.0 124.7 140.0 140.0 97.5 117.0. 138.8 140.0 140.0 140.0 74.9 93.6 93.V 1 • 109.1 100.. 101.1 • 1 5 .P SEEM 17%� •78.3 93.8 91.3 109,6 504.4 133,3 133.5 140.0 140_0 140.0 140.0 78.1 87.0 93.' 111121.111.03MI •57,2 78.4 80.6 114,5 133.6 140.0 58.7 70.4 82• .0.; .8 658 78.4 100.3 117.0 133.7 92.6 73.• • 8308 WEE 84.2 1041,3 461.0 104.1 112.9 133.8 80.3 90.3 55.0 82.8 70.7 93.7 107.1 - 120.5 60-1/4 56.4 65.8 75.2 70.3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4100 • • • 000 • • NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS, ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. 1 -Til 2 9 2016 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0303.01 Expiration Dat 1; 12/2017 BY Mum - "' Product Control 2 8 '1 drawing no. W08-14 (sheet Sof 13 ) SEE SHEET 8 FOR ANCHORS PROPERLY SECURED 18Y OR 28Y WOOD BUCK SEE NOTE SHEET 1 S 0 0 J 0 W 818T. •• W2 • •• W3 d SILL WITH RISER APPROVED FOR WATER RESISTANCE SEE SHEET 4 FOR CAPACITY POURED & HARDENED HIGH STRENGTH GROUT Pc = 5000 PSI MIN. (NON METALLIC) w D0ND010 AGENT NM BT CS RUSHEAR % • • STRUCTURE • • • • • • •• SILL WRHOUT RISER NOT APPROVED FOR INSTALLATIONS WHERE R INFILTRATION RESISTANCE IS REQUIRED. • •_e • • • • • • • • DESIGN LOAD FOR 7111S SILL IS THE SAME AS 4-1/4" RISER. • • • • • • • • • • • • • --SEE S11E:E1• 8 FOR PnctioRS• • • :.• • PRODUCT REVISED as complying with the Florida Building Code NOA-N0. 16-0303.01 Expiration Date 0 12/2017 By Mia Product on ro WEEPS: W1 = .30" X 1-5/8" WEEP SLOTS WITH PLASTIC COVER AT 9" FROM EACH END AND ±48" 0.C. W2 = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND ±12" 0.C. W3 = 1/4" X 5/8" WEEP HOLES AT 9° FROM EACH END AND ±48" 0.C. FEB 2 9 2U16 11111 /TTr Pp ANM ''1. No 7•_:2 *c 'ZONAL 101. d 8 P1 Browing no. W08— 14 sheet 7 of 1 1 ••• • • • • ••• • • • • • • • • . • • • • ••• • . • • • • • • • • • • . • .• •• • • • •• •• ••..• • • ••• . • TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & NTERLOCK ENDS SEE SHEETS 5 & 6 F"' QUANTITIES • WOOD STRU' EDGE DIST. z 6 ANCHORS TYPES A AND D INTO WOOD STRUCTURES ANCHORS TYPES B DIRECTLY INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 8 FOR QUANTITIES 111MMYMI MAMME( LfNIAMMO ll� c, PROPERLY SECURED 181 OR 28Y WOOD BUCKS ANCHORS TYPES A AND D THRU PROPERLY SECURED 1BY OR 2BY WOOD BUCKS INTO 3 851 CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTD. STILE_ & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES �E�eE DISE' 7LL111 DAREMI unIIIIIINIng11i1■ METAL STRUCTURES s SEE SPEC BELOW TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & e FOR QUANTITIES EDGE DIST. ANCHORS TYPES B AND E DIRECTLY INTO 3 851 CONCRETE TYPICAL ANCHORS: SEE ELEv. FOR SPAGNO PE 'A' - 8/18' DIA. ULTRACON BY 'ELCO' (Fu -l77 851, Fy=155 851) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR MAS WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/J: -:S) WITH 1-1/4" MIN. EMBED INTO MASONRY (JA ANCHORS TYPES C INTO METAL STRUCTURES OR APPROVED MULLIONS 18Y OR 28Y WOOD BUCKS AND METAL STRUCTURES NOT 8Y CGI WINDOWS I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE 'B' - it:_ r,. ... •, :1 • ' 7 801, Fy-155 151) • DIRECTLY INT. . •' 'ASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'C' - /11 c S QR SEL DR 11N • S .REWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK, MIN. (Fy a 36 851 MIN.) (Fu = 58 KSI) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) (Fu = 22 KSI) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPE '0' - 1/4' DIA HILTI KWIK-CONE (Fu=138 KSI, Fy.137 KSI) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR MASONRY WITH 1-I/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) TYPE 'E' - 1/4' DIA HILTI KWIK-CON 11 (Fu -138 KSI, Fy.137 KSI) • • • •. • . •• • DIRECTLY INTO CONC. OR MASONRY • WITH 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • WITH 2" MIN. EMBED INTO MASONRY (JAMBS) • • • • • 4.0 tICHOR OBE DISTANCES (UNLESS OTHERWISE NOTED) INTO CONCRETE AND MASONRY s 2-1/2" MIN. AT 1/4" ANCHOR 3-1/8" MIN. AT 5/16' ANCHOR INTO WOOD STRUCTURE .. 1" MIN. AT I/4 ANCHOR • 1-1/4" MIN. AT 5/16" ANCHOR I6 IL ORS • 000 • • • • • • INTO METAL STRUCTURE - 1/2" MIN. _IN RS STILE • • • • • • •&I RLOCK ENSS • • • •osEE WOOD. AT HEAD OR JAMBS S9 0.55 MIN. • d1 OR tl9J TES •8 • • • • • • • . • CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. • • • • • • • 0-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI 1418. HIGH STRENGTH GROUT f'c - 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE PRODUCT REVISED as complying with the Florida eullding Code NOA-No. 16.0303.01 expiration Da 06/12/2017 By Aram • Pro ue Contra FEB 2, 2116 §.i drawing no. W08-14 (poet 80113-1 000 • • • • 1100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 4100 0 • PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCING AS REOD SEE SHEET 3 FOR CAPACITY PANEL WIDTH D.L.O 1/2- MAX. OAD BEARING SHItc PANEL WIDTH REINFORCING AS REQD SEE SHEET 3 FOR CAPACITY EXTERIOR PROPERLY SECURED 1BY OR 28Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2 MAX. LOAD BEARING SHIM ODOR FRAME WIDTH 1/2- MAX. LOAD BEARING SHIM ANCHOR LOCATION FOR O SINGLE PANELS l/4' MAX. QV LOAD BEARING SHIM ..,TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE • • • • •• • • • • • • • • • • • • • • • • • •• METAL STRUCTURE SEE SPECS EXTERIOR EXTERIOR /1111111 DOOR FRAME WIDTH PANEL WIDTH ODOR FRAME WIDTH • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0303.01 Ft1:3 ? 9 2(11t Expiration Date06/12/2017 By � MI r e Product Control 01��'.:. "tomfAL EggE 415 POM a drawing no. W08-14 sheet 9 of 13 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z 10 a. / POCKET HOOK ANCHOR CAPACITY - PSF ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE DIST. PANEL WIDTHS 36-1/4' 42-1/4' 48-1/4' 54-1/4' 80-1/4' - . 1/4" DIA. ULTRACONS 8Y 'ELCO' (Fue177 1(51, Fy..155 KSI) MASONRY 1-1/4' 1' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT,(-) 55.8 55.8 48.0 48.0 41.9 41.9 37.3 37.3 33.8 33.6 CONCRETE 1-3/4' 1' 120.0 140.0 120.0 140.0 120.0 138.0 120.0 122.5 110.3 110.3 /14 SMS (GRADE 2 OR 5 CRS) WOOD 1-3/4' 3/4' 120.0 140.0 120.0 140.0 120.0 131.0 118.5 115.5 104.9 104.9 ...1 DIST. EDGE 0 EXTERIOR •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• POCKETED JAMB • ••• • ••• ••• •••' • • • • • • • • • •• -• • • • • •• • • • • • • • • • •• • • • • • • • •• •• •• • • • A FOR 8 SPACING MULTIPLY CAPACITY X2. 17.9 2 9 20Th PRODUCT REVISED •s complying with the Florida Building Code NOA-No. 16-0303.01 Expiration Date 06/12/2017 By Mom a Product Control 4gg 1P, A 8y d 1 drawing no. W08-14 Cahoot 9.10(13 ••• • • • • ••• • • • • • • • • • • • • •_ ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.000-- FRAME HEAD O JAMB/LOCK STILE INSUL, CLASS ADAPTER 13) FIX. PANEL BASE O TOP RAIL 1.053 I' 1.1112 .125 TYP. 3,000 INTERLOCK STILE -.100 1.942 GLAZING BEADS --2.750 11 STILE REINFORCING 1 5.314 .070 1.000 .715 2.285 BOTTOM RAIL GLASS ADAPTERS ASTRAGAL STILE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0303.01 Expiration Date . 6/12/2017 By MI de Produe ontro ••• • • • Er .160 • • • • •. • • • • • • s— •• • • FRAME JAMB 5,576 FRAME SILL 2.000 • • • • •• .065 1YP. 49 3.601 Fl 2 9 21116 • l • • • • • • • • • • • • • • • • • • • •• • • O • SILL RISER (STANDARD) SILL RISER (HI—RISE) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • '• • • • • • •• •• • • • •• •• ••• • • • ••• • • 15 POCKET DOOR HOOK ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./BUPPIJER/RENARK3 1 CC1-550 1 FRAME HEAD 6083-18 - 2 CGI -551 1 FRAME SILL 6063-T6 - 3 C01-552 2 FRAME JAMB 6083-16 - 4 CGI -555 1/ PANEL TOP RAIL 6083-18 - g CG1=556 1/ PANEL BOTTOM RAIL 6063-76 - 6 C0I-557 2/ PANEL JAMB/LOCK STILE 8083-76 - 7 CG1-558 AS READ. INTERLOCK 8063 -TB - 8 CGI -559 AS READ. ASIRAOAL STILE 6063-T6 - 9 C01-553 AS REOD. SILL RISER (STANDARD) 6083-15 - 9A CCI -553 AS REOD. SILL RISER (M -RISE) 6083-T5 - 10 001-581 AS REQO. GLAZING BEAD (COLONIAL) 6003-15 - 108 CCI -583 AS RE00. GLAZING BEAD (SQUARE) 6063-15 - 11 C01-562 AS RE00. CLASS ADAPTER (COLONIAL) 6063-75 - 11A 12 001-564 AS RE00. GLASS ADAPTER (SQUARE) '6063-T5 - CGI -565 AS REGO. GLASS ADAPTER (IN5U4. LAM. CLASS) 6003-16 - 13 001-585 2/ FIX. PANEL FIX. PANEL BASE, 2' LONG 6063-75 ATTACHED WITH /8 X 3/4" PH PH TEKS 14 C01-560 AS REOD. 51115 REINFORCING 6003-T6 LENGTH . DOOR HT. - 14' 15 C5I-577 AS RE00. POCKET DOOR HOOK 6063-76 - 16 VARIES VARIES WOOL PILE WEATHERSTRIPPING WITH FIN PILE ULTRAFAR OR EQUAL .187 BASE X .290 TRI -FIN (USED HORIZONTALLY) .187 BASE X .290 SINGLE CENTER FIN (USED VERTICALLY) 17 CGI -382V VARIES GLAZING 13E40 BULB VINYL CUSTOM EXTRUDED 18 SILICONE VARIES STRUCTURAL SIUCONE RUBBER GE 1200 OR DOW 995 19 001-584 1 ANTI -LIFT BLOCK 01 REINF NYLON CUSTOM CGI PART ABOVE INTERLOCK ATTACHED W/ (2) /10X1" SMS 20 CGI -586 1 ADHESIVE BACKE0 PILE PAD (.300" HIGH) PILE ULTRAFAB OR EQUAL AT BOTTOM OF EACH INTERLOCK TANDEM S/S ROLLER S/S BUILDERS HRDW. OR EQUAL ATTACHED WITH 18 X 3/4' PH PH TEKS 21 23 TA -51 OR TA -84 CH -200 2/ MOV. PANEL 1 M.S. COMMERCw4 HOOK BOLT LOCK (CH -200) S/S MECH. CUSTOM PART INCLUDES C01-580 FACE PLATE TRIM W/ (1) S/S KEEPER (004-581) 24 CH -107 1 BRASS THUMBTURN BRASS/71NC CUSTOM PART I REQUIRED PER HOOK BOLT 25 CH -109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PART OPTIONAL PART 26 001-581 1 .850 X 3.875 5/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) /10 X 1" TRUSS HEAD SMS 27 SCREW (FRAME) 12 /12 X.1 I/O". HEX matt S/S SMS S/S VARIOUS 3 SCREWS PER FRAME CORNER 8 /10 X 1 1/4" PAN HEAD S/S SMS S/S VARIOUS 2 SCREWS PER PANEL CORNER 28 29 SCREW (PANEL) SCREW 2 10 X 1 1/2' FLAT HEAD TEKS S/S 5/5 VARIOUS (2) PER FIXED PANEL AT MAXIMUM 05 24" FROM 100 & 601700 MOUNTED ON 0165710 COVER 30 SCREW VARIES /10 X 1 1/2" PAN HEAD TEKS S/S S/S VARIOUS AT 8" FROM ENDS AND 24" ON CENTER MAX. VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART 31 32 C01-599 SIDEUTE JAIJB CUP 1/SCREW 3' LONG CLIP (AT '0' CONFIGURATION) ALUM CUSTOM PART CONSISTS OF 1/8 X 3 1/8 X 3' LG PLATE GLUED TO 3/4 X 1 1/2 X 1/8 TNK X 3" LG. TUBE 33 HI-FLO WEEPER VARIES :/EA HOLE•FI0 IVEI:• • • • •• 4 • • NYLON PEP I WEEP AND COVER AT 9" FROM ENDS AND AT CENTER LINE OF INTERLOCK OR ASTRAGAL 34 - 2/ LITE SETTING BLOCS • • • • • • • • • EPOM - OUROMETER 6515 SHORE A • •• ••• •• • • • •• SEALANTS: ALL FRAME AND PANEL JOINT. INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO 66 SEALEO•Y/ITH • • • • • • • • • WHITE/ALUM COLORED SILICONE • • • •• ••• • • • • • • •• • • • • • • • • • •• • • • • • • •• •• • ER 2 s 211,6 PRODUCT REVISED as complying with the Florida Building Code NDA -No. 16-0303.01 Expiration Date 06112/2017 By mkt • e Product Control Z _ b 0k 8g -R gl § 04b-1 5101 u 0 2 C0 S A 0 u x drawing no. W08-14 (sheet 11 of 133 ••• • • • • ••• • • • 0 • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• • FRAME TOP CORNER •j •• • • .. • • • • •• •� • ••• •s• •.• • • '►� • • • • • • • • • • • • • ••• • • • . • • . •• • . • • • • •• FRAME.BflTTOM CORNER • • • • PANEL TOP CORNER PANEL BOTTOM CORNER 12i3 29 2016 t0 I' M 0 i PRODUCT REVISED as complying with the Florida BYlldIn Coodd. NDA-No9. 16-0303.01 Expiration Date 06!12/2017 By MI WWWW Dm 32222 w 2 8 6 k k drawing no. W08-14) 0.1.ii-; of 13) ••• • • • • ••• • • • • • • s • • • • • • ••• • • • • • • • • a • • • • • •• •• • I. • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY - PSF DIMS. 2X6X1/6' 2X8X1/8' WIDTH (8) INCHES LENGTH (l) INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/4 140.0 140.0 32-1/4 140.0 140.0 38-1/4 140.0 140.0 44-1/4 84 140.0 140.0 50-1/4 140.0 140.0 50-1/4 140.0 140.0 62-1/4 140.0 140.0 28-1/4 140.0 140.0 32-1/4 140.0 140.0 38-1/4 140.0 140.0 44-1/4 90 140.0 140.0 50-1/4 140.0 140.0 56-1/4 133.1 140.0 62-1/4 124.5 140.0 26-1/4 140.0 140.0 32-1/4 140.0 140.0 38-1/4 140.0 140.0 44-1/4 96 138.3 190.0 50-1/4 124.5 140.0 58-1/4 114.1 140.0 62-1/4 106.2 140.0 26-1/4 140.0 0.0_- __14__ 32-1/4 140.0 140.0 38-1/4 137.3 140.0 44-1/4 102 120.7 140.0 50-1/4 108.3 140.0 58-1/4 99.0 140.0 82-1/4 91.8 130.8 26-1/4 140.0 140.0 32-1/4 140.0 140.0 38-1/4 121.1 140.0 44-1/4 108 106.2 140.0 50-1/4 95.1 135.5 56-1/4 86.6 123.5 82-1/4 80.1 114.1 26-1/4 140.0 140.0 32-1/4 128.2 140.0 38-1/4 107.5 140.0 44-1/4 114 94.1 134.1 50-1/4 84.2 119.9 56-1/4 78.5 109.0 26-1/4 137.0 140.0 32-1/4 112.6 140.0 38-1/4 96.1 138.8 44-1/4 120 84.0 119.8 50-1/4 75.0 106.8 56-1/4 68.0 96.9 3 1/4' 3 i/4' TYPICAL ANCHORS AT MULLION ENDS CLUSTER OF 6 TYPICAL ELEVATIONS SEE SHEET 5 & 6 FOR CAPACITY SIDE BY SIDE 8.0. DOOR SIDE DY SIDE APPLIES TO TWO OR MORE DOORS WIDTH (W) = WI 2 W2 + 2 2 X 6 X 1/8- 2 X 8 X 1/8' ALUM TUBE (6063-T6) WI = SCO PANEL WIDTH W2 = SCD PANEL WIDTH TYPICAL ANCHORS AT 6' FROM ENDS AND 18-1/2' 0.C. MAX. •• ••• • 1 • • • .• • • • • • r • • • • • • • • • • .1 • • • DOOR FRAME WIDTH • •• • • • • • • • • • • • • • • •• ••• •• 8 • • •• NOTES; 1. USE CHART cm THIS ELT FOR SID4 BY wio 40NNECTIin • • • • CAPACITY Gift LION. • • • • • 2. FOR SUOINI 01.665 DOOR CAPACIT• SES SHEN 3. • • 3. USE CHART Otil EIIEETS,5 8 S TCOISEaCTIVANCIVR • • • ARRANGEMENT A• MCL( ENDS. • • • • • • • 4. LOWER VALeg FROM SEPS 1, 2 OR 3 WILL•APPLY TO • • ENTIRE SYSTEM. ••• • • • • ••• • • • 0 • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 72> 117 .7 EXTERIOR ',- DOOR DOOR FRAME W10T11 UNCLIPPED MULLION CL(1STFR OF tl ANCHORS HEAD/SILL PRODUCT REVISED as comply1ng with the Florida Building Code NOA-No, 10.0303.01 Expiration Date 06112/2017 By t81a 17:3 2 9 29;8 Product Control a0-08 u w 0 ,4 003 I � i i drawing no. W08 -14j (sheet 13 0f 13)