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WS-15-882 (2) x� { �� 'gyp 3 y, Miami Shores Village T �t� Ullma 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �� 3 Sta Phone: (305)795-2204x . . tatB Expiration: 10/14/2015 fa7 Project Address Parcel Number Applicant 1275 NE 94 Street 1132050100090 JAMES AND JANINE TURK Miami Shores, FL 33138-2946 Block: Lot: Owner Information Address Phone Cell JAMES AND JANINE TURK 2020 N BAYSHORE Drive MIAMI FL 33137- 2020 N BAYSHORE Drive MIAMI FL 33137- Contractor(s) Phone Cell Phone Valuation: $ 63,787.94 SECURE WINDOWS&DOORS 305-513-0705 __.... ..... ._.......".... .. . ._... _ _. ,._,_. .... Total Sq Feet: 0 Type of Work:IMPACT WINDOWS AND DOORS INSTALLATI Available Inspections: No of Openings:46 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $38.40 Invoice# WS-4-15-55205 DBPR Fee $6.40 04/17/2015 Check*20166 $641.20 $50.00 DCA Fee $6.40 Education Surcharge $12.80 04/15/2015 Check#:20165 $50.00 $0.00 Permit Fee $560.00 Scanning Fee $12.00 Technology Fee $51.20 Total: $691.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify,that all th oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. h or horize the above-named contractor to do the work stated. April 17, 2015 Auorized S ure:Owner / Applicant / Contractor / Agent Date th Building Department Copy April 17,2015 1 q-01 v5 Miami Shores Village CRIVED 14 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20( 0 BUILDING Master Permit No. kC — /q!75-1 PERMIT APPLICATION Sub Permit No. ws-r :�_ Pja 2- 124UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: /Z 7S QY S't City Miami Shores County: Miami Dade Zip: Folio/Parcel#: //^ 320 S_p 10— o o�y Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE�:) FFE: l ) OWNER:Name(Fee Simple Titleholder): M Phone#:Jbs- YA�: �Y d Address: T '4 n City: it Fr State: /" L Zip: Tenant/Lessee ))Name: l Phone#: Email: ) t v� �( (Y a lin l b/MS• ��M CONTRACTOR:Company Name: SP,-"re, vI D-vk� � �oe's Phone#: &0 6 ) .57/3 - 9 20 Address: City: State: /c/1 Zip: 3 �roG Qualifier Name: Q r 7`�� 7�''' Phone#: State Certification or Registration#: 03 Bs 00322— Certificate of Competency#: DESIGNER:Architect/Engineer: 1/1 1 %�rru� Phone#:( 3 /0^I-Z?30 Address: 370 N9' /01 �901 City: State:/i- Zip: 3 31-3 Value of Work for this Permit:$ 3 2,P7 !�E iZ Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New E31(epair/Re/plaace F-1Demolition Description of Work: min wr s� �ve rs �X-�-'6 YL Specify color of color thru tile: ('� Submittal Fee$ Permlt Fee$ 'w CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ ,Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. poll Signature f Signature /WNERorAGENT CON CTOR The foregoin instrument was acknowledged before me this The fo egoing instrum t was ck owledged before me this day of r/ ,20 If ,by � day of 20 by ,who is personally known to �� who is personally known to me or who has produced: \® �)(_ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: �'`--�1 NOTARY PUBLIC: Sign: ALLYSON ROBERTSON TOWNSEND Sign: ++�� Notary Public-State of on a Print: Q ° - Aug3 2015 Print: \ Ay hc ` . commission#EE 106793 Seal: -'TF � � Seal: ' ° Bonded Through National Notary Assn. �°.;;°`� .Expires Aprt •, ,. 14 FF 163930 ******x�x��*s��xrr•��x**��*rx�x��**+�* �*� �xr**�x�xw�x�xw�r�*�x�x*��x�x��****x��x*��xx�*�*wx��**�**x��*�x+x�x�x*x� APPROVED BY �� 1� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) QUALIFYING TRADES) CTOB 323 GLASS&GLAZING Construction Trades Qualifying Board i BUSINESS CERTIFICATE OF COMPETENCI 3 03BS00322 LIPTON ALUMINUM WINDOWS A DOORS INDUSTRIES IN M44M1d1DE an*H.Sat"P E_ > D.B.A..SECURE WJDOW5 8�*[�"0CIRS xetary of the Baartl wvn.mlarnftlatle.ga✓/ecmnnry. v i-Oatle County relalns of property ri"herein- LIPT©N MARTIN Is certified under the provisions of Chapter 10 of Miami-Dade Counts Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 5060801 toil rIUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SECURE WINDOWS&DOORS RENEWAL SEPTEMBER 30, 2015 7855 NW 46 ST 5285630 ' 'DORAL FL 33166 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC TYPE OF BUSINESS LIPTON ALUM WIND&DOORS INDS INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 03BS00322 BY TAX COLLECTOR Worker(s) l0 $45.00 08/04/2014 CHECK21-14-042357 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of tue holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 6a-276. For more information,visit www.miamidade govRaxcollector ror more information,visit www. idade. ov xcollector Y MuP#cipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY M C CC NO: 03BS00322 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SECURE WINDOWS&DOORS NEW BUSINESS SEPTEMBER 30 2015 7855 NW 46 ST 7454743 DORAL,FL 33166 Must be displayed at place of business Pursuant to County Code Chapter BA—Art.9&10 OWNER TYPE OF BUSINESS LIPTON ALUM WIND&DOORS INDS SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR INC 175.00 09/16/2014 0225-14-005575 MIAMF Q=OpDE For more information,visit www.miamidede.goy/taxcollecto OP ID:MIAC CERTIFICATE OF LIABILITY INSURANCE DA03/20/201 Y) 03/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)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 CONTACT Allsafe Insurance Group dba PHONE FAX ASI Florida A/c NoEnd: A/c No): 7171 Coral Way#209 E-MAIL Miami,FL 33155 ADDRESS: PRO Jorge Pena,PIAM CPIA E 9 CUSTOMERDUCR SECUR-1 to>it: INSURERS AFFORDING COVERAGE NAIC 0 INSURED Secure Windows&Doors Inc INSURER A:Colony 39993 ,FL 33166 46th St. Doral,FINSURER 13:Mapfre Florida Ins Co 34932 Dora INSURER C:Commerce and Industry Insuranc 19410 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. INISTYPE OF INSURANCE POLICY EFF POLICY EXP LTR POLICY NUMBER MMO MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ $1.000.00 A COMMERCIAL GENERAL LIABILITY 0462022 03/19/2015 03/19/2016 _MMAGE ro RED PREMISES Ea occurrence $ 100,00 CLAIMS-MADE El OCCUR MED FRCP(Any one person) $ 5,00 X BI/PD$1,000 PERSONAL&ADV INJURY $ $1.000.00 GENERALAGGREGATE $ $2.000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ $1.000.00 17 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY(Per person) $ B X SCHEDULED AUTOS 4150130008366 05/24/2014 05/24/2015 BODILY INJURY(Per accident) $ PROPERTY DAMAGE B X HIRED AUTOS 4150130008366 05124/2014 05/24/2015 (PER ACCIDENT) $ B X NON-OWNED AUTOS 4150130008366 05/24/2014 05/24/2015 HIRED AUTO $ 1,000,00 NON-OWNED $ 1,000,00 UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 2,000,00 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,00 C 0462048 03/18/2015 03/1912016 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N TWC RY LI ER ANY PROPRIETOR/PARTNER/EXECUTNE ElNIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space is required) Windows distributor and installer. CERTIFICATE HOLDER CANCELLATION CIMIAMI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING&ZONING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVEMIAMI SHORES,FL 33138 .� r� ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD MIAidtt•i E MIAMI-DARE COUNTY ' 110- PRODUCT CONTROL.SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(HER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DI\VISION T(786)315-2594 F(786)315.2599 NOTICE OF ACCEPTAI CE (NOA} ww•w iiamidade,g0jC9onomy CGI WINDOWS AND DOORS,INC. 10100 NW 25 Street Miami,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 Colony 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 Comity.Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150"Aluminum Sliding Glass Door NY/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No.W10--31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets I through 16 of 16(inclusive sheets 1.1,6.1,6.2,93, 11.1, 12,1, 12.2 and 15.1,prepared by AI--Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&silt riser and the max allowable panels with in the unit frame area,in sheet 7. See anchor clusters DP capacity in sheet 8.Lower capacity shall controls for the entire assembly. 01* • 3. Max shun not to exceed 1/2'at Head/jambs&'/Z"at Sill(w/High strength poured&hardeners grout)?Uve 111 to 1A.... installed w/anchor type B-2, directly into cone. •• , • •••• ' LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo'Lit1*9tate attd teries and• following statement: "Miami-Dade County Product Control Approved",noted herein. :so**: RENEWAL of this NOA shall be considered after a renewal application has been filed and t4t3re%as b&h'tid Lhange• ••• in the applicable building code negatively affecting the performance of this product. 90:00: • :0: ••••• TERMINATION of this MOA will occur after the expiration date or if there has been a reffsiSti or chane in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endgrsomlat of 1111ly�;oduct, • �;;• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to coJnply wt"CIT . section of this NOA shall be cause for termination and removal of NOA. 00.0 0000 • ADVERTISEMENT: The NOA number preceded by the wards Miami-Dade County,Florida, and follv4e;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. 1 INSPECTION:A copy of thisoltire-NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectidn at'Ite j61)site at the request of the Building Official. This NOA revises&renews NQA#I3-1121..06 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned bgve: The submitted documentation was'revieNvea by,Ighaq I.Chanda P.E. NOA No. 14-0627.15 M1 1'D DE COU Expiration Date: September 22,2020 Approval Date: March 05,2015 Page 1 1�J •••••• may` ••FG''� • • P ol • \ • •••,•9•U• u moi, i• lr=, •••••• .°�\ • • •` • '� .\� ,!"1�'..fes \ J J ��.• G9 "°.•! l • •'. • L �lr tv CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al- Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and by Javad Ahmad,P.E. B. TESTS L . Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per -BC 202-94 3)Water Resistance Test,per FBC;TAS 202-94 4)Large Missile Impact Test per FISC,TAS 201-94 ,5)Cyclic Wind.Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SOD w/Pockets& OXXX,prepared.by Certified Testing Laboratories,Test Report No. CTLA-3011-W& -W-1, dated May 22&23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note this test reports Jim been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) 2. Test reports on: ' 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of Alum SOD,prepared by Hurricane test Laboratory,LLC,Test Report No.RTL-0080-1208-090, dated July 30,2010,signeda;d ...... sealed by Vinu J. Abraham,P.E. (submitted under files#12-0119.04/11-103PI A, .... .' along with marked--up drawings and installation diagram of Alum. SOD(Ox).prepared b;. •••• • Architectural Testing,Inc.,Test Report No.ATI-C0733.03--450-18,dated 884042,signed and sealed by Vinu J.Abraham,P.E.(submitted under files#13-1121.08l6):...:. ' .... . ..... C. CALCULATIONS • ...... . ... ..... 1. Anchor verification calculations and structural analysis,complying with rRt�Zb i 4,pared •••••- by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on FpBo.".2015, • '. signed and sealed by Javad Ahmad,P.E. 0 0 :*066: 2. Glazing complies w/ASTME-1300-02-04&-09 • . ...... .. . . ... . D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chands,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E,I. DuPont DeNemours, Inc,for the "DuPont Sentry GlassO Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company(MA)former Solutia file. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(MA)former Solutia Inc. for"Saflex Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14,compliance to FBC2014 (5th edition)and No financial interest,prepared by Al Farooq Corporation,signed and sealed by.iavad Ahmad,P.E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER 1. This NOA revises&renews NOA 013-1121.06,expiring on Sep.22,2015. 2. Test proposals# 13-1098,approved on Oct 02,2013 and revised on FEB 24,2014, signed by Manuel Perez,P.E.,test proposal# I 1-1225 dated DEC 16,2011 signed by Jaime D. Gascon,P.E.Test proposal #09-1073,approved on Nov. 05,2009 and E-mail test proposal dated 07-19-2010,approved by BCCO. . . .... ...... ...... .... ...... .... . ..... ...... . ... ..... • • • • •••••• • • • • • Isbaq I.Chands,P.E. Product Control Examiner NOA No.14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 �0 4.y 0 a $ 08 h �zwtj 1 � o fRIlDUCf EikYN+� o �, �•Mf N6e RoddP � pwtM► ,$; �,N rT ia. $'iMm zz�" THESE DOORS ARE RATED FOR LARGE do SMALL.MISSILE'IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMI13UM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING `o MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REOUIREMENTS PER FBC TO BE REVIEWED $ BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o e S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING H%H yFI(�j TY HURRICANE ZONE(HVHZ). •• ••N"f'"• • • • • •INSTRUCTIONS: 'a LAMINATED GLASS AND s 1=5 1B OR 28Y WOOD SUCKS BY OTHERS,MUST BE ANQNORED PROPERLY•• • • • • • USE CHARTS AS FOLLOWS LAMINATED INSULATING GLASS e g -'" TO TRANSFER LOADS TO THE STRUCTURE. •• •: : : : : •: • P t pEfEFpgplE DESIGN RIND LOAD REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT ANCHORS SHAD.BE AS LISTED.SPACED AS SHOWN Q►ISDETA"ANCHO" • • •f ON WIND VELOCTIY,BLOG.HECHT,WIND ZONE EMBEOMENT TO BASE MATERIA.SHALL BE B£YOND WALL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. E"r.MAD MMCNIL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP z DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 Fla PE!70M NOT PART OF THIS APPROVAL. FOR THE GLASS TYPE AND REINFORCING TO USE. CAN•3938 k A LOAD DURATION INCREASE IS USED IN DESIGN AA�u,��fINTp NLQ.i f � USING 04ARTS ON SHEET 8 SELECT ANMM OPTION ' �""'„i' _ T WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEELfMETAL�SC�REWS,THA* • i•i i i IN STEP t ABOVE. /� drmvi no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERl1L�SK%MERI'THE•• •• s t '0 � . 2051 ^9 REQUIREMENTS OF THE FLORIDA SLOG.CODE. _A THE LOWEST VALUE RESULTING FROM STRIPS 2 AND 3 � U) ••• • ••• • • SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of16 ••• • • • • ••• • • • • • • • • • • • • • •• ff • • • •• •• ••• • • • ••• • • 6. 3" 2 TRACK v 14• ... .... .... .... .. HEAD ANCHORS � Z 0 ! .. 282 13/16•MAX. . DOOR FRAME WIDTH --------- �c � 14"MAX. HEAD ANCHORS HEAD/Stu ANCHORS IN PARS 2,3 OR 4 PAIRS � `� 1/8" AT HEAD/M/JAMBS AT STELE ENDS SEE SHEET 8 NOM.PANEL WIDTH AT 3"O.C. FALSE MUNTIN SEE CHART 8MIN. f� FOR CAPACITY iii++3di( OPTIONAL A C� ,_-- , __. - HEAD/57ucr -' CORNERS 1 d j. ... m `--REINFORCINGAT INTERLOCKS ��J OPTIONAL 1H �� ..... . .... -_ ... FOR CAPACITY =ct�_sc�F_-cc 142 1/8� 'ter a .L 42 1/8• - 42 1f8• gg 1w, _m D.L OPG. O.L.OPG. r g La .. n n POCKET JAMB • - ILPANEL (SEE SHEET 4 & 6 VLL TYPE 82 ANCHORS 1/8• 2 TRtsc& DETAIL M ON 2 OR 3 PAIRS 48 1/8" YADTN 2 TR ANCHORS SHEET 13) AT SOLE ENDS INTO CONC.,�v^/ PANEL WIDTH AT 3.O.C. SEE CHART ON SHEET 8 FIXi CAPACRY �IOQtK`Pkd YTfgp ° RR STRACK ILL ANCHORS t�e tl.,h y ZL S �6. 14• 3. -�LZ?•1,j H M 3 Max. TYP. ( ` 6 D F =� N •._ .......... •......._go' g • (1)IMP am= (2)WEEP CLWNW •••m"r1ISTE6• • •m to mum (2)KP QJZU (2)AEEP CLum (1)MP am" EW.J CML TypIcat n(FyaTloly FUl PEjjj�oss2St • ••• . ••• 0 TESTED:r '. •• • • •• • • • • • • HEI ; �. Browing no. • •• • •• • • • D.L.O GHT = DOOR FRAME HEIGHT - 8 11/16' '.�t�E�. 5.2015 W10-31. ••• • ••• • • • D.L.O.WIDTH NOM. PANEL WIDTH - 6" PANEL HEIGHT= DOOR FRAME HFJGHT -1 3/16° sh-t l.lofl6 • • • • • • • • • • • •• •• 000 • •• •• ••• • • ••• • • 3• w,V TY M • �- --.`____—_ _ 2 TRACK of HEAD ANCHORS Z 3 .3 f 4• .—.._.._._ ro MAX 190 9/16`MAX. DOOR FRAME WIDTH , ANCHORS IN PARS HANCHORS 14"MAX. �EA3D at 44 PARS HEA ZL AT HEAD/SR't/JAMB"' AT STILE EROS SEE SHEET 11 A Q AT 3.O.C. VVVX T FALSE anR CAPACITY IEEi 8 HEAD/SILL 1 MIN. AlA7 _ IT I G1 _ _ CORNERS a� t `` `' �$ t REINFORCING m 4 AT INTERLOCKSOPTIONAL �{ G 1 Hi iI H J 1 SEE SHEET 7 m tI II FOR CAPACITY II II •i 42 1/6^ 42 1/s• m ___ II H ....._..D,L OPG.......__ D.t Om o ow n s b 4 Ii ^' tai o AS jr-C4 0 -;r===1 g Ti §z� a i��s Rol All SILL TYPE B2 ANCHORS48 2 OR 3 PAM 48 1/6• PANEI.i WIDTH 2 TRACK AT STILE ENDS PANEL WIDTH ANCHORS 'm AT 3.O.C. SEE CHART ON SHEET 6 FOR CAPACITY 2 TRACK c SILL ANCHORS �i 6• 14• 3• . $ n F MAIC. TYP. ism •• 000 • • • • • •• D.L.OPENMG • c B1 Dt : •: : : : : DLO HEIGHT o DOOR FRAME HEIGHT-9 11/16• • •• • • • ••• • D.LO.WIDTH m.NOM. PANEL WIDTH - 6• •• • • ••• PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16- Kw /16'A A C6 M>P vusa 91>m tusrei www Rosas WNW 0105'N t0•w cwm CN0. f1A PE,' 70992 p CAN. (TESTED-1) .0. •i• ••• •t•TYPICAL ELEVATIO t ••• % �; .� iJ _ • •• • •• • ••• + Browing o0. ••• • ••• • • �g W10-31 REFER TO PAGES 8, 9A, 11 9t 11A FOR WEEP SIZE. sheet 2_of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DODIR FRAME WI E W. DTH j PANEL WIDTH NOPi-RERiF.' INTERLOCKS - qp SEE CHART IN SHEET 7 0 w H L _ 1 f!" Td' OXX( ) © C� EXTERIOR U 0Q, XXX(REVERSE) 43 a 6 lXX _ _ _ G N2 FRAME WIDTH FRAME YAMNom` SEE CHART ON - 7 RRio J1WQ , =t7J57 Xxxxxx(sHOWN) © O LJ J1 NOM.PANEL WHOd O Oxxxxo EXTERIORO N .- DOOR FRAME WIDTH FRAM g WIDTH . PANEL WIDTH �a G w H Z K _ xxxxxx(SHOYW) O U ' C) O H -� O NON-RETNF.NIERLOCKS / EXTERIOR SLE CHART ON It9� SHEET 7 g DOOR FRAME VADTH --- FRAME WIDTH - 01 PANEL PANEL WIDTH P 3 N • t3 sffizS xxxxxo( I) © ® — •�+ ••• '•: 'U' • ' •• O Q oxxxxo NON-REINF.INTERLOCKS - EXTERIOR o SEE CHART ON Ew t? J1N�AV§dRD Yv SHEET 7 . YWV"D - t s wtYtie MIMI!a _ R•PE 17M2 ov Ifs Ail-64 NOTE:•'• '•' •'• APOCGURATIONS 1.sCOP%YRAT4S SI �� CLUt(RAT*N PURPOSES ONLY. l ' DOORS (NON-REINFORCED SHM) I • •2. FOR eLto :M NON REIWORtvOR REINFORCED DESIGN PRESSURES SEE SHEET 7, t ;• ;, drawing no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS • • • • • I 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 33, VV10-31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. "FE6 2015 sheet 3 a�18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ DOOR FRAME WIDTH DOOR FRAME W. __ ANEI YADTH--'- NON-REINF.INTERLOCKS r- --- SHEET SEE C ON ...__._....._.._. 3 t r-' z gg` O 4ai ti RIOR � (Jl PXXX{SHOWN) - XXXP --- DOOR FRAME WIDTH...-- nq QQ DOOR FRAME WIDTH &ma-mm NON-fWINF.INTERLOCKS . .� SSEE�CRAM ON 3 AA r---- ---� _ z I L I r- yy��{�ppyy77 PXXXXXXP(SHOWN) ® O U OMRIOR 'Q CJ OH DOOR FRAM£WIDTH DOOR FRAME WIDTH NON-BPMF MTERLOCKS - 7 1i . S ECFIART ONSH 'fin 3 N; N z $� I •NH I� Z2�t<.m ER�g�� ^ •PXXXXXX{SKOWN) ,✓ 'O u` EXTERIOR v 0 XXXXXXP POCKET CAWTY NOT BY CGI W NOT PART OF 114S NOA _ DOOR FRAME WIDTH 1 DOOR FRAME WIDTH '_. .NON-REINF.INTERLOCKS SEE C ON � � Q j M N 1 • • • � x:.ox S S___.______....____....... ...__._�._�......_ _ ® O •• t•• Jul •• • \wo 0 0 0 0 ' PA7(XXXO{SHOWN) EXT�RIOT2 __ PANEL WIDTH ii5 OXXXXXFP. EW—WAD AWAAD 6"DIXTRVVWRD CIVIL APPROVED CONFIGURATIONS M"optAnwit"mFbrw FIA.PE 38M� I ,� PO •KETFT'.W SITIARS BelOY•Coet y�• • ••• • CAN.x' E' {NON-RE@iFO1sCED SIURIN). PFa 1 NOTE`• ,•D'A.� •y t • •p� SEE SHEET 7 FOR Op AND REINFORCING OPTIONS i I • �"""jlAT j � �4RA T, $ } t 1TON PURPOSES ONLY. TREE TRACKS 'S �`� •2.F'0R�UCA I0 NON REMORSElD.•OR REINFORCED DESIGN PRESSURES SEE SHEET 7. �y �!`, drow3ng no. 3. FDR AT��!K:MOR*DETAILS SEEEEIS 8 THRU 13FJ. -.. Z4� W10-31 11 POCKETS ARE NOT PART OF THUS APPROVAL AND TO BE RL'VIEWED BY AHJ. 4. DOOR SHAD. MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet k o{f ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DOOR FRAME W. I.--- MAX.FRAME WIDTH ti U b II . REINF.INTERLOCKS ��pp�i n I SEE CHART ON AY of SHEET 7 W s XO(SHOkNa) @ EXTERIOR HU NOM.PANEL WIDTH OX OOR,}1 FRAME W„ MAX FRAME WIDTH a O REEF.INTERLOCKS SEE CHART ON m - EXTERIOR NOM.PANEL WIDTHLt XX -#9 X 3/4'SMS DOOR FRAME WIDTH AT 24'O.C. MAX FRAME WIDTH�T 1 N p M e� O J1 EXTERIOR 1 NOM,PANEL WIDTH OXO(SHOWN) OXO(REVERSE) DOOR FRAME WIDTH MAX FRAME VAOTH REE F.INTERLOCKS SEE CHART ON as!u4( NitV1bPD o g 8 W C Ji etiem [tg tvlt6 a*Viotid► 4 Oil O EXTERIOR J1 V - ANEL WIDTH G1 h reCwiCw4ai `„�' SHk OXXO •• ••• • • • s XXXX(SIN&AR) • • • • • • • • • APPROVED CONFIGURATION •• ••• •• • • • •• o ICON—POCKETED BOORS (NON-REEFORCEO SHOWN) Enl..JAVAD AHMAG CIVIL SEE SHEET 7 FOR Op AND REINFORCING OPHONS FU.PE tX2 t • ••M • ••• • • GAN TSYO (2) TRACKS • • • NOTE: • • • • • • ••• : 1. JON?IJQ:ATIOt-SjW j Rr IltUS=RATION PURPOSES ONLY. • ••2, FOR APMLICABUO NON REINQORQED GOR REINFORCED DESIGN PRESSURES SEE SHEET 7, % I drawing ro. 000 • 3. FOR•7S4LIHOR lGETAtLS SEE UEEIE 8 THRU 13. ✓ F�2 52015 W10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F13C. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR POCKET CAVITY NOT BY CGI NOTE: �! v FRAME NOT PART OF THIS NOA WIDTH DOORFRAME WIDTH WIDTH T. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r-- 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 0 i 4. DOOR SHALL MEET EGRESS REOUIREMENTS AS APPLICABLE PER FBC. j EXTERIOR ®j n PX(SHOWN) 000a Fwd w�DTH 1_--- � - - NON-REINF.INTERLOCKS POOR FRAME W d C X. 1 ----—---- SEE CHART ON d{ a __ MEET 7 n 13ly�jsg EXTERIOR Q Lt $ PXX(SHOWN) XXP a0 OR FRAME W WOR FRAM WIDTH -- ---- g w 1 yy It M M j ZZ12 EXTERIOR PXXP DOOR FRAME WIDTH WOR FRAME WIDTH NONSEE-CHART ON`E�W� SHEET 7 1 � � gwdkgcoft I crintb.pus � �� PXXXXP DOOR FRAME WIDTH DOOR FRAME YAOTN NCV-REINF.INTERLOCKS c• .• f"'.-..-.-'-------.---.--� SEE CNARf ON.• •.• • • • • • •• � S S s Y Emn W ; • • • • • • g� - _ a&gg "AD AHMAD I M - ----- -- FIA PE LA /70582 g EXTERIOR •••(.� • N*M,PANELGWWH ® • • CAN. J8 Ni • ---I • • • l{ ___ PXXXO� } APPROVED CONFIGURATION •• • • •• • . • • • • � drawIn no. POCKETED DOORS • •• . •• . . • I y, 1 8 XXXXP (NON-REINFORCED SHOWN) ... ..• • • • 205 TWO W10-31� OXXXP SEE SHEET 7 FOR OP AND REINFORCING oPTKINS POCKETS ARE NOT PART OF THIS APPROVAL ~FE.B242015 --- TWO (2) TRACKS AND TO BE RENEWED BY AFu. arleet 8 oe 18 • • • • • • • • • • • •• •• • • • .• •• DDDR FRAME WIDTH ___._-_—____ FRAME WIDTH _ �r F NOM.PAN L WIDTH SEE .�TERLOCKS M G SHEET 7 6 g z .p a.,. O tl xxxx(%MN)oxxx i x x(REYvm) C� EXTERIOR DOOR FRAME WIDTH .� FRAME WIDT}i NON—RF(W.INTERLOCKS ----� ro -SEE CHART ON F .__ - - 7 N, �—t ' ZZ xxxxxxxX(SHOWN) I ec" oxxxxxxo /� Q HQ O EXTERIOR Ji H 0 OH L2 pp r .PANEL VIA DOOR FRAME WIDTH ___ FRAME WIDTH >_,..___.._.._:..._. u NOM.PANEL MOTH NON—REINF.INTERLOCKS qj� SEE CHART 6N cV$ SHEET 7 1 N cq H J _ 0- ^gyp"• pM�, w _ C]3 $ 1 1 L @ i XXXXXXXX(SHOWN) f oxxxxxxo �® OH ® UO O O ExrERIOR O OH DOOR FRAME WIDTH --� NOM.PANEL WITH • • • ss4�g XXXXXXXO(SHOWN) - QXXXXXXO Q •Q ••• •4 •• i i ©• O EXTERIOR O DW MOM ANMD pRT91iUiRt07VgfptTtlA M w!&Ike i6attdiCAN. N 5538 CAN. 2 g . o jjI.�C 7 •NOTE • ••• • • �, ; 5 ;y ! APPROVED CONFIGURATIONS 1>+•-^`�,�ti• t. CONiIOURATK3iIS SNOYINFT[7fi 1LLUSiRATK)N PURPOSES ONLY.NON-POCKETED DOORS (NON-REmRCEO SHOWN) I •2.I-OR"LIC4F.NA R%N§OROD�R REINFORCED DESIGN PRESSURES SEE SHEET 7. 10 r drowing no. SEE SHEET 7 FOR Dp AND REINFORCING OPAONS onNa�d • 3. FORAANEHORIDETAILS SEE 49HEEIS 8 THRU 13. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheat 6aot t 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T.T. DOOR FRAME WIDTH DOOR FRAMEWIDTH. ... ,NOM PANEL WIDTH NON-REW.FNTERLOCKS r. � �4 ....._. _...� -_ SEE CHART ON 7 a z FZ W la I l:T H 1 C 3P: p4 PXXX*HDWN) XXXXP o EXTERIOR o o FRAME WIDTH d}• NOM.PANEL WIDTHSEE CHART ON SHEEP INTERLOCKS -_ DOOR FRAME WIDTH .. UP �uro PXXXXXXXXP (SH(m) ® O ! ® o 0 o EXTERIOR o C? W FRAME WIDTH NOM.PMl£l WIDTH �•ON ESHEEO TT 7 cV DOOR FRAME WIDTH i.'-- 1 Ira iLB ell PXXXXXXXX(smaq �� X)XXXXXXP l^J 40 EXT ERK]!2 OH OXXXXXXXP POCKET CAVITY NOT BY CGI _ FRAME WIDTH NOT PART OF THIS NOA NOM.PAt I WIDTH NON-RE•F.MERU= fit it $EE CHART ON SHEET T DOOR rRAME WIDTH I I • • • • • mCx_-,ac M' "- • • •• • • - 7 PXXXXXXXO(SHOWN) Q ••• �•• • • /• •• U O MERKH2 OH En"�NAM L R 70592 APPRO b ONFI URATIO I - P3 ' POCKETED DOORS NON-RMFORCED SHOWN) SEE SHEET 7 FOR Op AND REIWORC1NG OPTIONS BIW f - •f� ROTE: • ••• : • r�np^'�v BapTrNkn •T. CONFJUI�ATKNS4 SHOWN OF"fU=;&TION PURPOSES ONLY. �" � 4t� FOUR (4) TRACKS a `r��. FeR A1gCAM;,,NOA RFNF:RC:D gR REINFORCED DESIGN PRESSURES SEE SHEET 7. �wi� no. •3. FOR sMMOR METAILS SEE SHEET%8 THRU 13. W10-31 -POCKETS ARE NOT PART OF THIS APPROVAL = 0T BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REDUR2EFAENTS AS APPLICABLE PER FBG. eheet6.2ef 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • umcm LOAD CAPACITY-PSF(CLAW) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES ro 1 'A'&At' 'S'R' BY C tm O= MMMof INTERLOCKS INTERLOCKS z 3 PMR TD01PMB1B W/o RBtNP. RITE REW. e�a &TA+) Otf c-) EXT.(+) NR.(-) CP` 7d 24-, t0 60.0 6010 BOA 80.0 a 30-1 8 ,o $MO 6010 00.080.0 38-1/8 10 8010 80.0 8010 I 42-1/8 10 .GDA 8010 80.0 80.0 48-1/8 10 60.0 6010 a" 80.0 .-__._.._._-__. V P 94-1 9 aS4 53.4 71.1 71.1 ----- VVV/ 24-1/8 ..._..to _60.0 6010 SOO 30 /a f0 80.0 6010 80.0 8010 NOM.PAN0.WIDTIi [>g A O 36-1/8 10 60.0 Baa - 80.0 BOO VZ 8 42-1/a ed t0 MO 99.o 80.0 80.0 48-1/9 10 80.0 60.0 80.0 BOA 54-1/6 9 57.4 SM 71.1 71.1 - 24-18 10 60.0 BOA SOO 804 30-18 to 60.0 6010 8a0 80.0 NOM.PANEL MDTH - - 38-18 90 10 60.0 604 80.0 8a0 -- 42-1/8 10 Bao 60.0 MO -80.0 _48-38_ 800 BOA SOA 80.0 24-38 re 80.0 80.0 80.0 80.0 30-1/8 804 o0.0- BOA 80.0 ,_ h 36-1/8 96 6010 60.0 8010 BOA 42-1/a 80.0 80.0 80.0 SOA ILL 48-18 6010 6010 BOA tm.0 NOM.PANEL MOTH GLA#S TYPES F� 'A;$'.At'.'81' VM T INTERLOCKS WITH RBINF. EXrd+) WT-) Q M n 24-1/a r-111000 �A 601).- 30-t/8 010 30-1/8 - 6o.0 SOJD M'PUCAS:E FSC EGRESS36-1/6 102 - 60.0 6010 REQUR NI TO13E42-1/4 _..-60.o U g48-1/8 89,0 BOA 0134-18 - - 53.4 03.4 - C_____.___� 24-1/8 10 - - 6010 B0.0 4eNjt lbf llolMt 10-1/a 10 - - 600 6010 3e 1/a t� 1p - - BaA aoA _.. 42-1/8 30 - 60.0 60.0 fVim g 4a-1/8 9 60.0 6010_ 4adt u9 COMne1 c @ 8 g 83-1/8 9 83.9 83.4 qq 24-1/8 10 - 80.0 8010 t g 30-1/8 t0 _-_ - Bao 6010 •Z 2 36-1/8 114 10 80.0 BOA &r5 8 42-18 10 - - 60.0 60.0 48-1/8 s - - 60.0 60.0 NOTE: 24_1/8 10 - eoA 6010 GLASS CAPACITIES ON THIS SHEET. ARE a•a$N 30-1/B w - - - soo apo Ea _ •• 000 E(ri.}t • s • • •• BASED ON ASTM E13OU-09 (3 SEC:GUSTS) • • • • • • • AND FLORIDA BUILDING COMMISSION o 120 10 - - 6010- 8010 • e-* • • • • 42-1/8 to mo 6010 • • • • • • •e• • DECLARATORY STATEMENT DCA05-OEC-219 •• 40 •• • • • •• c m En r. { t et � vii 9 CtYtl t � t FLIA.N.PE �o�a g .. a C 38 ji IITt •• • • •• • • • • • • i/.+.1 droning no. SILL RISER IMAS E8 OR ESfi•tAtE Ref9UIRE0 Fli1bDA0S• • • T 2Ut W14-31 pp�p A80YE +60.0 PSF ONLY. 14EB INTERLOCKS INTERLOCKS L--__-_------_--..---_.___ Shoot 7 of 18 e 0 HEMP. MITS NEW_ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• -3/16"ANN.GLASS ._3/16'ANN.MASS �v p� M 075"interlaayyer 075 Inter= �Y o Sotlex CP Xh PET Co. Soflex CP With PET Core 0'Eastman Changed Co.' 'Eastman Chemical CO.' 'j $ 090•intoAoyer .090'Interlayer o Softex Ciear And Color Gloss 3/8' Saflex Clear And Color Glass Im R'Eastman Chemical Co.' By'F.ostmon Changed Co.' QQ o 090"Intenoyer 3/16"TORP.CLASS .090'interic)w DuPont Sent Aos DuPont SentryGtos By'Et.DuPont Oe Nemours&Co.,inc.' By'EJ.DuPont Do Nemours&Co.,Inc.' ...3/16"HEAT STREN'O MASS - 3/18"HEAT SIREMD GLASS v h SLUCONE SUCONE CY ppp GE SCS 1200 GE SCS 1200 a DOW GOWNING 899 DOW CORNING 899 8 dJ�g COIN CORNING 998 DOW CORNING 995 qI r Alt r Mi ; Le sx SETTING BLOCKSx SETTING G....... j a , WIOER4THAt POINTS ON L TE5 a oN 4 POINTS ALL SIZES \ DROMETFR 85±5 EPUMi - DUROMEfER 8515 GLASS TYPE 'A' CGLA E 'Ai, AIR SPACE CONSISTING OF: rj 7/1V OVERALL IAM.GLASS V OVERALL ML LAM.GLASS 8'SPACER: w .0045'THK. ST. STEEL RECTANGULAR SPACER AROUND yam, 1 THE PERIMETER OF THE GLASS. 3I 3/16'HEAT STREWD GLASS _ 3/16"HEAT STREN-0 GLASS w N 075'Intertoyer 075'Interioyer Sofbx CP With PET Core SoRex CP With PET Coro L t Z Z OR'Eastman Chemical Co.' - By'Eastman Chemical Co.' 2XY .090'Interioyer - Ow Marlow 3 O g Soflex Clem And Color Glass 3/8'AIR SPACE SaBex Clear And Color Glass a 'Eastman Cherrgod CO.' &'Eastman ChemW Co: U 090"Intenoyer • -3/,6'TEMP.GLASS 090'~oyw DuPont SaWrAlas DuPont Sentymas By'Ei.DuPont Oe Nemours&Co.,Ino.' By`El.DuPont De Nemours&Co.,Inc.' fig+ '3/10'HEAT STREN'0 GLASS 3/18'HEAT STREN'0 GLASS 9 SILICONE SILICONE c GE SCS 1200 � GE SCS 1200 q �� Pferlda DOW CORNING 899 �g DOW CORNING 899 Allo �•/� DOW CORNING 995 � DOW COMING 995 MI M SETTING BLOCKS - M AT 1/4 POINTS ON kITES BELTING BLOCKS' Mtxol wtC WADER THAN 38' AT.1/4 POINTS ALL SIZES EPOMEPDM c d O DURONETER 85±5 - .. O •• OW MWER Ii5±5 • • ••• o $ • • f • • • • • End:JAVADcra GLASS TYPE 'BGLASS TYPE 'Bi' FLA.p tQT'e� i 7/16'OVERM LAM.GLASS I'OVERALL011ISULilj%.GLASS • f•• • • CAN.�C'^ *00 • • • ••• • • X' '. ......_.....__...__ •• • • f• • • • • • • � drowin no. ••r w• ••i i• i ••• '{j'r'�'�•rr��25��20t5 W1031 fF sheet 7,t of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MFG.STILEi AT MFG.SME IN CLUSTERS IN CLUSTERS "S &I4TERl6(%(.EPIOS I•TE d:MRf1ROCK MOS AT MTG,STILE AT MIG.SME METAL STRUCTURES ><4/ iBY WOOD BUCKS do AT ENDS SEE SPEC BELOW ^. a •SEE CNAR'T 3 SEE CHART SEE NOTE SHEET 1 k INTERLOCK ENDS FACE '':�c+QUgN 4Z(�..•. CONCRETE FOR QUANTITIES FOR QUANTITIES SEE CHART Z DIST. 3 5/�". FOR QUANTITIES 9 kt a 5 EDGE°d':• "3 5/8"` '9ONNCCRETE EDGE 3 5/8" S i211 IS GIST. $ 1 1 1 I ��.• _-- rs -s, �o u " a ANCHOR TYPE A iv v= ANCHOR TYPE A O� ANCHOR TYPE B 'N ANCHOR TYPE C ` Q INTO 26Y WOOD BUCKS $ THRU 18Y WOOD BUCKS 9 Di( CTLY INTO 3 KSI CONCR TE MEr&STRUCTURES APPROyEp MULLIONS OR WOOD STRUCTURES 9 INTO 3 KSI CONCRETE OR DESIGN LOAD CAPACITY-PSF(ANCHORS) C READ ANCHORS gl5y ANt�pRB W000 BUCKS AND METAL STRUCTURES-NOT BY CGI WINDOWS INSTALIA7lON CONDITIONS SHOWN APPLY TO MIST SUSTAM(LOADS IMPOSED BY GLAZING SYSTEM ANO BOTH 2 TRACK AND 3 TRACK SYSTEMS Q t/ 8faffi SPACE 6 8BM TYPE 9a J AT AT AT TYPICAL ANCHORS: SEE ELEV,FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE STD.OR ALTERNATE FRAME HEAD AND SRI. IroY. OooA 4 8 r-o 6(To) 4(B a a a e o e �--- --- - -- -.._ _.-..AT HEAD- - - - - -AT JAf4BH--- -- -_ _ -. _.._ --I£...- " 77 KSI.Fta1S5 K5) PK1EL WIOni SROItf EXT-0) EXT-0) EXT.(+3 E%T.(+) aa0)Exr.(+ TYPE'A'- i/4 1-1/�STBACST1i Co' (F-177 Na.Fy-tsa M) TYPE'A- awRv waas 9tr.- THRU 1BY BUCKS INTO CONCRETE24-1/8 80.0 - ad.0 - 80.0 -30-1/8 80.0 - 60A - 1-1/4'MIN. EMBED WTO CONCRETE i-t/2"MW. PENETRATION INiO WOOD38-1/8 73.6 80.0 - 72.4 80.0 THRU 213Y SUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY42-1/8 964 - 78.7 MO 65a 80.0 1/2"MIN. EMBED INTO CONCRETE 1-1/4"MIN. EMBED INTO CONC. OR MASONRY Of 48-1/e 81.2 Toe aoA 80.2 eoA DIA ltL7TL1CON BY.'£ECO' (Fum17l KSI,ge+185 t07sa-1/s 875 88S 80.0 568 80.0 I TYPE'B- - (Fw177 KS.F7=tss K51) I I TYPE'e- 17!$" __- I o 24-1/8 80.0 80.0 - 804 - 90.0 - DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY a 30-1/8 97&.3 so 60.0 - 760 80.0 I 2"MIN. EMBED I I 1-1/4"MN. EMBED INTO CONC. OR MASONRY ( i) 3e-1/e 80.0 - 80.0 - 88.o 90Ath$ H4 .. ..._...._........._.. . _.8TYPE`{`- 144 DIA.SELF DRILLING (ORAD¢5 CFtS) TYPE'C- 1/4" Cil iDRI I INGCP.R (0RAffi'5 CRS)42-1/6 80.0 - 71.5 80.0 81.1 80A 48-1/8 Sox -. 6ao 80.0 ss2 80.0 I INTO MA -DADE COUNTY APPROYED•MULUOJS(1/8"THK. Mei.) INTO MMMT-DARE COUNTY APPROVED MULLIONS 0/8"THK. MIN.)54-1/8 a" - 61.8 e0.o 82.6 50.0 INTO METAL STRUCTURES INTO METAL STRUCTURES24-1/8 - - 60.0 - 00.0 - STEEL: 1/B"THK. MIN. (Fy = 36 KSI HUN.) STEEL: 1/8"THK.MIN.(Fy- 36 KSI M30-1/8 60.0 - Bo.O - 71.5 $0.0 ALUMINUM: 1/8"THK. MIN. (6063-75 MIN.) ALUMINUM : 1/8" THK-MMI. (8063-T5.Mo38-1/8 90 80.0 - 73.3 90.0 62.3 MO (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)..)�- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED ORolo 42-1/8 BOA - MS 80.0 55.6 MO_ �f L•.._.. ._._ -- -- -- --. -- --- -- - o 77.9 9D.0 MO BOA $1.1 a0A24-1/8 - BOA - 80.0 - AT SILL - 30-1/a �.0 - 7&1 aoA eo9 6oA _ TYPE'B2'- ]/4•DIA ULTRACON�FLCO' (Fw177 KSI,F1w155 KM) INTO-CONCRETE OR MASONRY S'UK' 36-1/8 90 80.0 - 67.7 90.0 57.0 80.0 DIRECTLY INTO CONCRETE - INTO WORD SittUCTURE e t MRL42-1/8 7a.3 80.0 50.3 60.0 St3 MO � � 1-3/4"MIN. EMBED INTO CONCRETE _. t �SAL sTRUCTURF.m.3/,V MIH. 48-1/8 47.6 71.4 ao.0 55.0 80.0 48.8 BOA r- J ATE AT HIAO SILL OR JAMBS CO-5000 ASI MMR. 24-1/e eoo -_ soA - NOTE: - - T - - - - - - -�. C-90 HOU.O5/FtLLED BLOCK AT JAM Pm•2r�PSI MIN. c - wA V._. WO-... ....___....._ g! ANCHOR CAPACRIES LISTED ON THIS Q 30-1/8 80.0 36-11/a 54.3 60.0 - MO - 53.4 BOA SHEET TO BE USED IN CONJUNCTION SRL RISERS SEE SHEETS 9, SA 11 &itA FOR OPTIONAL SILL DETAILS 42-1/8 102 46.3 60.0 BSA 80.0 47.5 $0.0 WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY 48-1/8 43.0 60.0 5OA Bao 432 60.0 LOWER APPLICABLE VALUES CONTROL 54-1/8 40.6 604 - 47.0 80.0 39.9 60.0 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B 24-1/8 00.0 - - $0.0 - solo - TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE m 30-1/8 58.8 60.0 - 80.0 - 57A =0 � sf C 0" PLEASE SEE FOLLOWING SHEETS FOR DETAILS. � Js a,4 36-1/6 108 so-7 6oA - SE.a so o . 49.9 80A' ' •• t•• • • • • • •• A°s g 42-1/8 45.0 60.0 - 52A 60.0 44.2 BOA • • • • • �. - 68-1 6 40.8 80.0 - 472 60.0 40.1 80.0 • • 41 • • • • C z Y • •• 2M1/6 80.0 - 80.0 - BOA- - .... ... ... ... .. i 30-1/8 88.3 60.0 - Mo - 84.4 80.0 � •• .. .. .. ... �' O 36-1/8 114 47.5 BOA - 55.0 Mo 4" BOA A69d•�TgwlN tll FlBrfd4 '::::':'.":.:.:.... • ..,'3�.3/$°� •Engr.JAVAO AHNAC � t 42-1/8 42.1 60.0 - 48.7 60.0 41.4 60.0 x r,,p6�& d° . CIV �.. . e �5 48-5 8 38.5 87.1 BOA 44A �.0 37.4 80.0 / x N :. `, •3•g/t ` RTA.PE O 70592 a 24-t/8 e0A - - 80.0 - 80.9 - O• )`' `•M•' • •'' t9+ CAN. 3J8 30-5/8 821 80.0 - 80A - 81.3 80.00: �TY.�S} • A LtARDEt'!i6 TYPoCAI ANCHORS I4 CLUSTER:S 36-1/8 120 44.7 80.0 - 51.7 60A 44.0 80.0 9)1.,Aide AO+h • NO-TAIL /NSI-SHRINK(" • •� AT ATG.SME �•,�'' 42-1/6 39A 59a 80.0 45.7 .0A M. 60.0 &INTERLOCK ENDS � ! •• t • •LITH STRNGTHaGRWT • • I,,,`/ Browing no. 48-1/8 367 83.6 BOA 41.3 50.0 38.1 80.0 • •• 4w0=am PSI MIN. GS,* SEE CHART LSAT EXT.((+))LOADS TO 60.0 PSF FOR 000as W/0 RE84FORCINO ALL SIZES 00411, • 0041 ST TRANSFERSHEAR • FOR QuaamTlEs Cp W 10-31 LMR tXf.(+)LOADS TO 80.0 PSF FOR COORS W/REINP.UPTO 98 I(.HT. LOADS TO STRUCTURE , ��Q {( )) sheat 8 0(TB LMR EXT.+ LOADS TO 80.0 PSF FOR DOORS W/REM.ABOVE 98 M.HT.IJPTO 120 1N.18pi. ••• • • • • ••• • • • • IS • • • • • IS • • •• •• ••• • ••• •• ••• • • ••• • SEE SHEET 8 FOR ANCHORS. EOGf 01ST. 3 5/8- EOCE 3 EDGE OtST 5/8° piSf 3 b/8" ..) — m ... fi EDGE `� y a..• 1 1 ie. •36 1 .. <1 .., a 1 _•+ id I kk••L7L7 1 b.' b.• .....' d' ' 5 n J - WEEP slzE 7f4 x 7/s' e Mil 064 n l REFER TO $HEFT 8 FOR VARIOUS ® C� ® ® INSTALLATION CONDMONS. 14 �d,a m ® ® OPTIONAL SLANT SILT. ADAPTORS Q�i l o j Al 8 DECORATIVE .Q . COVER OPTPTlo N o � g O 1 pNM t z Z o moat MM& /r / SQL RISER .1 REOD.FOR LOADS c POURED&HARDENED ABOVE +80 PSF HIGH STRENGTH GROVE Not-9mv,NON-l6ETALUC S&1 RISER Q Pc„5000 PSI MIN. E8 REOD.FOR LOADS NOT BY CGI TWNOOWS :� ABOVE+80 PSP MUST TRANSFER SHEAR 11 i E7 LOADS TO STRUCTURE . $ o �. • • • .. E03 OD 0. o ........ ... f..... _ ..... :::::: ':t::.'::.'.'. :T-. •a :a.j,:..:::. t:. FLA.PE 74592 F1 n i .. �'•.a CAN.3438 ....: :.. "..:: _.�'::.•:. :'e'. ... N a..� ;n. • •. . s y �ej 1 3 KSI,�� • • ••�' � �z. '1 3•K51 CONCoi \ 006 EDCE.DIS7.e� 3 S/$;'• 1 EPoST.•' •. •3 /8 i i-i •. • EOCEInST.I.. :�3 5J8 ,.�f• •• • • • Yy/; drawing no. SEE SHEET 8 FOR ANCHORS • • • • • • • ,'r(' 4 ••• • ••• • • • x !'2_U�5 wi0-31� THREE g) TRACK DOOR DETAILS ` sheet 9 0(76 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET S.FOR ANCHORS zEDGE Ow. t 3/4" 3 H�!48qq.� " EDGE O sr. 1 3/< Q FEEP SIZE 3/4"X 3/16" b Y FT EFER TO SHEET 8 FOR INSTALLATION CONDITIONS.VARIOUS t t E7 ® lit (1) ® OPTIONAL SLANT SILL ADAPTORS Q 8 LCO SILL rn OPHONAL O J ~ S O ......... t, A Q tit Mm J � � N gay 30 �_ 5 m 2�d a ' rkKVa�SD 9.1abt whftFlarrms SILL RESER -— POURED&HARDENED i 68f � E&t ABOVE+60 PRECID.FOR � m}� NON—SHRINK,NON—WIALLIC Sal RISER P 3 re OADS sawn TRAN ER, S ® RADM F+6oLPSF y s t m. �� E7 LOAD$TO STRUCTURE 0 T it ® •• • • • • O t u oma N _ .dAVAO AIIMAD - ..... ..... ...... ... ::..:.':::. • CML1 5.:::. :::::. ' d .:f..: " ' e .•..o.'::::L:': a FI!PE 1 70592 .......... ........... CAN. 538 \ qq • ', '.8 '•• � °r:' .x•::!',i • S KSI CQNC. • • .� '3 KSI CONC. g DIST: E WST:' . t Y4 •% ••• • • EDGE Dist. . 1 314`• r:• i,'-o e • •• • •• • • • 1 +{�(r;.t Browing no. $EE SHEET 8 FOR ANCF • • ... . . . i 1 W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS 211; sheet9,lot}g or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACM - i/2"MNL� D.LO._--. �! SEE CHART QN \J 1 � l -1OA6SBEARpVC YtSA t SHEET 7 FOR CAPACITY ] a 1 ES t Z - - o - o. o — 0 • - . �. /� O �Z(Nmg gam$ p , O O U f3 5�1_. — .tY M14A 16A /OR D.1-.OPG.EXTERIOR NOM.PANEL WIOTH PANEL WIDTHLOCK STILE INTERLOCK INTERLOCK v(REINFORCED) DOOR FRAME WID H (REINFORCED) �dBi1Cl'Idwom 0 BUCKS iOR°°� "ACZ77-1' .9 $,0,;; � oto x t-t/a"I PER COUP 'W'•�ba� aw� $ ANEL {/��) R z U O PANEL SYIOTH L AT 18'FROM EACH END N2 1/2'MAX. i/2'MAX. t AND AT M®SPAN 1/4'MAX. (9 2� LOAD�G O.L.O. LOAD BEARING 2 #8 X 3/4'SSFH LOAD BEARING METAL C3 . SHIM STRUCTURE T - Z p TYPCAI.ANC ._. p $:� TYPICAL ANCHORS - SEE EELLEV. ANCHORS SEE .............._.._.-.._.._.__._.._. _...--.. FOR SPACI -_..-__..._.--..._.__ p -SEE ELEV.FOR SPACING .. - p FOR SPAGNG 8 , 00 y� p • • t n i p S ExTERIok• • •• R:°• • FIXED PANEL EXT. o DOOR tTRAld£WIDTH DOOR FRAME WIDTH .. 92 _ _DDDR TiN_11E_VADTH • • • •� }n' ... OR LARGER WOOD BUCK �. .•..�.•.... • • • • • • g VA=STRUCTURE • • • • ••• • • $ •• • • •• • • • • • • r I�/ droving no. ••• . ••• • • i p1CQ. 'LU�:f W1d-31 THREE j3) TRACK DOOM DETAILS _ shack 10 oft 6 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS (MFG O y EDGE DIST. A 1 3/4" Z EWE DIST. 1 3/4' O e; 'd 3 KSi CONC. 3 KSl CONC. `QQ�0 WEEP SRE 1/4" X 1/8" 1 REFER TO SHEET 8 FOR VARIOUS INSTALLATION CfiN0IT10NS. LLL ae 1, t f aad7�g �z OPTIONAL SLANT SILL ADAPTORS i O f3 DECORATPJE SIL L COYER. OPTIONAL IS �-JI�L z z a• wi1Y toe Fb+ida II . SRL RISER //�� Ip.�. /4�- 2 /}- 8. OPitONA1.80OPsL, g g mCoW01 tl pPOURer" gggg 1 8 R HIGH STR•ENGTHH CRROUT SHL SER NOT BY CGI,WINDO*S ® ABOY ES RE IN' e PSF MUST TRANSFER SHEAR ` LOADS TO STRUCTORE d OBI 2 • • • • f' • • • 0��8 ^.'.'.f '.:.':.'.'f'.':.'::. •• ".I.'.�:.':.'.'.'1'.:':::. •• M PE+70894 . _ .... .... .. CAN. 8 .. �'. 3 KSI CONC. •C ",A, •• .t��f<. yr a•3 CONC. f, EDGE DIST. F�.3/4" i3 •EDGE y' S.•S/4• • • •- f /:r�r. drowing no. . . 000 • ••• • • SEE SHEET 8 FOR ANCHORS WI Q-31 ES t� 8p LV1 SEE SHEET 8 FOR AKHORS ' =� TWO l21 TRACK DOOR DETAIL$ y sheat t t of 18 ••• • • • • 0 10 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" � SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS 3 Q z w.EIX_EE DISTT- t 3/4 � �_EOOE QST. , 3I4 Z 3 KSI CONC. 4;. ,yQ 1 3 KSI cow a app a� •�� 8 I - WEEP SIZE 3/4" X 3/16" Oi a REFER TO SHEET 6 FOR VARIOUS INSTALLATION CONO1TfONS. Q Q a Al C1 OPTIONAL SLANT SILL ADAPTORS I� DEC Q SILL COVER • SILL COVER OPTKML o a 0 v p3r> !(tWiUC(kiYabFp SILL RISER yt9M'PforWf E8.7 Ot'fIONAt FOR LOADS � = �r +��F lJ ` c gg qq of HIGHPOURED STRENGTH NEA a a, SILa SER a ' f'c-- RI0 PSI -METALLIC ® ES FOR�S g NOT 8Y CCI WINt MS MUST TRANSFER HEAR LOADS TO STRUC RE oBl 00 SON 0 .. .. .... .. .... EM,JAYAD AHMAD 1 f CAS iG .. 1 ' 'a F1A.PE 70b92 iv 6 � •♦ . • ••t6 .•-•.•' .�.�•� •• i CAN 'd538 $ �d EDGE G1ST. c aJa''' • EOr,E DIST '•1• •49• ••_ : • `i' ` 'i droning no. SEE SHEET 8 FOR ANCNi • • ..• . SEE•SHEE7 8 FOR ANCHORS . 6 �` W10-31 LTTE TWO (2j�ACK DOOR DETAILS .,6l, 52015 sr,eet 11.1 181 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELEV.FOR SPACING o 1/2'MAX. - --------- PANEL WIDTH d7 PANEL WIDTH LOAD GEARING f10 X t—t/4'SS PH SMS @61 1 PER CUP �� __D.LO. #8 X 3/4'SS ni SNS D.Lo. _� '8 '1 I PER CUP —4 a7 }n� w Q ..._..._._ V .,( 11 _ _. � ..... R o ---_ o 7C •.. E4 E9 E6ASTEtAS�d' . 1taTGR{n(_K E2 FIXED PANEL 0.40._____,_ (REINFORCED) — EXTERIOR NDN.PANEL WIDTH a � DOOR FRAME WIDTH 1Hf wow BUCKS SEE NOTE SHEET t r 1/2'MAXO�O LOAD GEARING K1 L1 #10 x 1-1/4"SS PSH t� 1/4"MAX. Og SHIMPANEL WIDTH 1/2"MAX TYPICAL ANCHORS 5IRt—METAL D.L.O_s. LOAD BEARING [-SEE ELEV. �8 X 3/4"I PER CFR O � UP SHIM FOR SPACING TYPICAL _ -— — TYPICAL ANCHORS SEE E —----- _ SEE ELEV. FOR — .... 9 .....� fmftc'NKVacw y FOR SPACING •. t4�Dh1eB nk►ibe FlaHd► — ._... cupkatift Daft wet o — — •• ••• • • • • _ 'm o g Exr. • • 1. •;• ;; {• 6 c x_y x • • • • ••• • DOOR FR44E WIDTH (� DOOR FRAME WIDTH • D� D00 TH • o 1 FIXED PAN.d. Er.dAVAD AI&fA0 ' 20Y WOOD 8=OR l WOOD STRUCTURE Ft C N�,70Sa2 F3 a� SEE NOTE SHEET 1 • ••• • ••• • • '§ ,1 •• • • •• • • • • • • fdroning no. ••i i• ••i i• i ••• %/^ [W10-31 TWO (9) TRACK DOOR D ILA ahaot of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFER TO SHEET 8 FOR VARIOUS �U B SEE StiEEp 8 FOR ANCHORS INSTALLATION CONDITIONS. -EDGE OW.- 3 5/8" --EDGE 3 3 5/8" a � •.QST. _.. EDGE fHST. SI8 •• EDGE 01ST.. - I: iV uT ••ia v - r a.. '•ia e e.I...s <1 34. .-.-._.. I 4• '3a I - •i �/ �^O. _.! Igo h 041 Awl m luWA - WEEP.SfZE 1/4" X 1/8" a� „ 0c ® (D m 2 OPTION g SLANT SILL ADAPTORS � g SILL RAR N M O OMNAL z Z� Ku Ducrux PISED - J Cameo SILL RISER POURED&HARDENED KW t STRENOTH GROW 1 CcON<5000 PSI MN.ETAtuC I E8 REQD.FGR LOADS !oA E ... NOT BY CGI 4flN001Y5 -®. ®. ABOVE+SO.PSF p MUST TRANSFER SHEAR b dt E7 LOADS TO STRUCTURE nD W O ® lV 1 j cN�$a ei4 •' , • AD AH R '� • r •„1 _^ '�� ;. Eng R JAY a s Iti --Ar lA PE 7D5g2 g n CA.N .- .• *�,,,, 3 KSI CONC. +1 EDGE DIST. •3 5/8°• ,• 1 .: �'�"�Dist.•♦ •. •3 5/b' t°a I 3 KSI CONC. EDGE DI$T. __ _/.�` 1 (`, \•. -_. f ••. ... w�0-3� —SEE SHEET 8 FOM MiCt�>,6 • • / i - FOUR (4) TRACK DOOR.DEAI FEB 5 2015,L] 015 Meet 12.1 of16 ••• • • • • ••• • • • • • • • • • • • • TYPICAL.ANCHORS �U SEE EUV FOR SPACING. PANEL WITH M c� 1/2'MAXC,2 £6 1/4'MAX. Z 3 LOAD BEARING LOAD BEARING O MIFTAL Mt d SHIM M15A L3 STRUCTURE a O.LO. R /-IYPIGII ANCHORS rj �SPACING � $ !! ((( tl o. <0 N y m • .1 t 1 � r�M14A M18A it _._._..._... r & N EXTERIOR ' a Mud ' E27 EXTERIOR X10 X 1-//4'SS PH SMS w � I PER CUP DOOR FRAME WIDTH L1 3 PER PANEL n AT 18'FROM EACH END M2 in- 1/2=MAX. AND AT MIDSPAN 1/4'MAX •O LOAD BEARING #8 X 3/4'SS FH SMS LOAD BEARING METAL O 3 SHIM 1 PER CLIP SHIM /-STRUCTURE 9, ^ O 1/2'MAX. -ANCHORS PAM LOAD BEARING C SEE ELEV. " TYPICAL ANCHORS U AM SHIM ---- FOR SPACING SEE ELEV. FOR SPACING TYPICAL AN E{QRS �} SEEE E FOR SPACI 9 co A o�. n _............._.... N y� Q C • • • • • • • EX9RIOR EXTERIOR _ •• ••• •• • • • EDUCT 1tRV61ED ueomptllsgirNiMePbrWs. £.9r: AHLIAOcNL M DOOR FRAME WIDTH Aaspq Y{-A6Z DOOR FRAME MOTH FLA 70592 t3 "�+ • Eapktlko CAi� 539 2"OR LARGER WOOD BUCK . • • • ••• • • f OR •• • • •• • • • • • • y t,i drawing no. WOOD STRUCTURE • •• • •• • • • I ... ... ¢' 5 2015 W10 FOUR (4) TRACT{ DOOR DE'T'AILS sheat;2.2ot16 • • • • • • • • • • ••• • • • ••• • EXTERIOR MOUNTED POCKETED JAMB n TYPICAL PAD PILE IN$TAIA,TION LOCATION " TYYICAL ANCHORS 8"O.C. AT 8•FROM ENDS AND INTO NSD/CONC./METAL Q 6"O.C.INTO BLOCK ONLY 1_1/a.Mw. a ,-�/a•Mlro.wood EM;�o MM. BLOCK EMBED EDGE DIST. SEALANTi 1-3/4"MIM.CONC.EMBED a 1/8"MIN. METAL THICKNBLOCK ' ESS ,Q cowl / WOOD Q a METAL CCCa o� EXTERIOR w TYPICAL AT PANEL 4 CORNEPS o w�I o POCKET CAWiY NOT BY CGI tri NOT PART OF THIS NOA N M TO BE REVIEWED BY AHJ M L=l.�Of tea. ------------._---NOM.PANEL WBYtH �..__.__... ONE _ DFAr ., 000 .............. CO) Qb e PF+E 8R ••i i• • ••• �-��2j,�a 2015 W10-31 • sheat 3 of 6 � • • • • • • • • • • • •• •• ••• ••• •• •• - ,aao �V *07 5 5.821. - 1.340 �.___._._._. .675 ��•120 --- n .070 47 .2, 847 985 OSO .975 .995 .050�9 5 O 1.250 3.255255 4.250 1.784 1.184 3. _ 4.250 4 O Q FRAME HEAD (2 TRACK) � FRAME HEAD (3 TRACK) .070 +070GLAZING BEAD GLAZING BEADLAM,GLASS INSLA.LAM.GLASS4.735 S.92t-.- .995 _ 5 ? 070 1.508- .Wo 67 TOP BOTTOM HORIZ TOP/BOTTOM HORTZ (OPTIONAL) a a .86c .815 1.250 .915 1 250 / �.....` -�- d .725 065 ..684 060. 1.831 "*r. • } . .070 .995 __r 1.501 070 ? .1215 � �� 156 eeelll -I ALT. FRAME HEAD (2 TRACK} t3• ALT. FRAME HEAD (3 TRACK) 1.490 t.dts O FIX. PANEL CUP 1.490 1.415 _..._......._._..__N .120 075 .075 � 2' b EXTERIOR INTERLOCK (OPTIONAL) -2-005 - 070 070 I ® aO1i 070 070 2.600 E6 MAIN STILE .695 7368 3.750 MAIN STILE(OPTIONAL) qx� .640 .753 - 2.755 w 3.0� k 4.735 5.821 .095 .995 t t FRAME SILL(2 TRACK) �y (3 TRACK) 1.770 1.4t$ SILL RISER (OPTIONAL} 7.610 7.870 1.770 .060 n M FRAME SILL i.a75 .060 I 3.t88� 3.572 zOZG yv^� .075 .075 2= -A .070 ...._.� .070 .2.Oa8 _O .070 .070 2600 �1 1.625 U�.g .920 L/ INTERIOR tNTf RL OCK' 582 INTERIOR 1MERLOCK (OPTIONAL) O 1.255 .840 II - - �F^-^----4.735 _ .. 5.921 985 �1.786� 2.120 � 2.O05 .572 � } ..... "jf - �S POCKET HOOK ASTRAGAL(OPTIONAL) .741 6�Ti E7.7 ALT. FRAME SILL (2 TRACK). 71, ALT..FRAME SILL (3 TRACK) 1.501 •060 t.83i •62s c z.591 � 3.347 3.750 _ 4125 AN-1 -3.750 7.No �062. 2.870 •• .625 �- $ o S N$ LL •070 ! EXTERIOR WTERLOCK 0706253.510 • _ _ 3510 sill COVER(OPitONAL) SILL RISER (OPTIONAL 1R25IJAVAO 1.870 .725 1.800 1.8%0 CML• �..._..... FLA. 70692 • • • • �• •12 1.3kk10 �6+38Bd�i�s/ - LZ?• 8 2.005 1.255 • •• • -_-.H 2005 • • •• • • • • • / I,-.y drawing no. ••• 2• ••i �• • • • *- h • a, g 2015 W 10-31 is OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) sheat 14 of�g • • • • • • • • • • ••• • • • ••• • CODS PARI'No. MCRIMN MATSRTAL MANUF. REMARKS -moi 1.375 .510 p U El CGI-183 FRAME SILL 2 TRACK6063-T6 CGI EXTRUDER -- 1 060 -..._......_..._....._----'- _..--__---._----T..._......._..__._...__.._.. ------'--._.__.._........_......._..._......____.-- 4Y EIA Cq-150 ALT.FRAME SILL 2 TRACK 6�3-T5 CCI EXTRl10ER - p E2 CGI-151 FRAME JAMB 2.TRACK 8063-TB CGI EXTRUDER - 1.650 .260 .840 z r3g� E3 ca-186 FRAME NEW 2 TRACK 6063-T6 CGI EXTRUDER - a E&I CGI-152 ALT.FRAME HEAD 2 TRACK 6063-76 CGI EXTRUDER - "''"'-"" & FRAME HEAD COVER PQ" _ ----------___.--------- ------- _"_' 4.765 .065 �7 E4 __ CGI-153 EXTERIOR IMERLOCK 6083-76 CCI EXTRUDER - '---- .OB�t .640 Q E5 `C01-154 1NTT:'R10R INTERLOGJ( 6083-TB CGI EXTRUDER - a E8 CCI-155 MAIN SME - 6063-T6 CGI EXTRU6£R - - .a ..E7 'C%-156 TOP&BOTTOM HOW 6003-16 CGI EXTRUDER - - h ES CGI-157 S61!BSER 6063-76 CO EXTRUDER• - •� 060 A 1 j E&I CG1-181 ALT.SILL RISER(OPTI01'LV.) 6063-T6 CGI EXTRUDER - .825 6'a E9 CGI-^158 ASTRAGAL 8083-T6 CGl EXTRUDER G E10 CM-159 INTERLOCK REINFORCING(LENGTH=FRAME HT.-8) 6063-TB CGI EXTRUDER - FRAME SILL COVER d7 a Ell CGI-182 FRAME SILL 3 TRACK 6063-TB CGI EXTRUDER - O FRAME JAMB (2 TRACK) .243-13 4' £11.1 CGI-180 ALT.FRAME SILL 3 TRACK 8063-TS CGI EXTRUDER - 1.375 -� X - £12 CGI-181 FRAME JAMB 3 TRACK 6063-TB CCI EXTRUDER ----- solo ........__....� 1.791 g E13 CGI-185 FRAME HEAD 3 TRACK 6063-1`6 CGI EXTRUDER - •060 ^� -� E13.1 CGI-162 ALT.FRAME ROAD 3 TRACK 8063-T8 CGI EXTRUDER - 1.62473 C14 Cm-188 (RIVER CK ASTRAGAI. .._....._. . .. . ._.._._....._....._._......__...... ......... GEXUDER __ ._........... _6 = _ EIS CGI-170 POCKET HOOK - 6063-T8 CC]EXTRUDER M _..__.._ ..__..___....._____......_._.... _� _.._.- __.. FRAME JAMB COVER • E18 C61-121 7/16'GLASS GIAZINO BEAD 6083-T5 COI EXTRUDER - E17 CGI-123 1'GLASS GLAZING BEAD W63-75 CGI EXTRUDER - 5.951 ,080 1.620 N Et8 CGI-183A EXTERIOR INTERLOCK (OPTKINAL) 8083-TB CGI EXTRUDER - 11 065- - - Q 1": E19 CGI-15M INTERIOR INTERLOCK (OPTIONAL) _ 6063-T6 CGI EXTRUDER - Y___--_ --�• G OC E20 Cp-iSSA MAIN STILE {OPTIOWiL) 8083-TB CGI EXTRUDER - .545'- E21 CGI-158A TOP&BOTTOM How (OPTIONAL) W63-T6 CCI EXTRUDER - -- T.090 - t.ezo N p E22 (X8-168A ASTRAGAL (OPTIONAL) 8083-T8 CGI EXTRUDER - N E23 CGI-168A OUTER-TRACK ASTRA4AL.(OPDONAL) 6063-T6 CGI EXTRUDER - ro C24 CGA-180 DECORATIVE SU COVER(OPTIONAL) _ 6083-T6 CGI EXTRUDER - .625 C3 Z-1� E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6083-18 CGI EXTRUDER - ._...._.... L` 136 CCI-187 2&3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER ....._ t.7 FRAME JAMB'(3 TRACK) - E27 C01-185 FRAME JAMB SCREW COVER(OPTIONAL) 6063-15 001 EXTRUDER- - � .. U 0� F25 CGI-1028 FRAME HEAD 4 TRACK 6063-TB CO EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-16 CGI EXTRUDER - E30 CGI-1030_ FRAME JAMB 4 TRACK 6083-T8 CGI EXTRUDER - NLBRW(.7'IW:YTbi� MI CCS-38W GLAZING BUIS VINYL(DUROMETER 75-80 SHORE A) PJC -_-_----- 4+48•�yta6•t1A1lePFoiR9� M2 CGI-171C FIXED PANEL CLIP(2-1/2"LONG) _ 6063-TS - 3 0 FIXED PANEL Tfa 2 gg M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL 6p`tLtS� P M10 COI-176 FRAME HEAD ANTI.IFT&PAD PILE WOOL/N"N SULLIVAN 1 PER INTERLOCK/ASTR. Mil W23201NO PILE WITH CENTER FIN WOOL UURAF'AS OR EQUW. - - S Mt2 CM-177 PANEL TOP&BOTTOM DUST PILE VFool/Pvc SULLIVAN M13 T"1-PRS-150-C2SS TANDEM ROLLER ST/sT AMESBURY 2 PER PANEL MOCK M14 SOD-ZOO DUAL MORTISE LOCK ST/SG SULLNAN ATTACHED TO SGD-803 DUAL LOCK STSTEM 9Y 'SULLIVAN' OR 'iNTERIOCK' LOCATED AT •• M14A PS01-0038-i 17 DUAL IdORTSE-t_OCK ST/ST _ __ INTERLOCKS _ ATTACHED TO MISA jy)/UN STILE AT 40" FROM BOTTOM o - MI5 SOD-507 KEEPER _ S •• ••• .• � • • zAlc • SUWVAN INST.W/2 gtoX3/4'PH SS MORTISE LOCK (PART SGD-500) (PS01-0036-117) • S�= MRSA SGD-507N KEEPER • • • roBERLOCKS MST.W/2 giOX3/4•PH ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) °c:_ Y MIS SGD-503 RECESSED ADAPTOR • •• • • • •i6� • SULLIVAN MT.W/2 gioX3/4'FH ZiNC HANDLE SET (PART JSM5500) & (PART #SM2300WH) M16A P501-0036-it7 RECESSED ADAPTOR • ZINC KEEPERSGD--507 z • � •• INTERLOCKS MT.W/2 glOX3/4'FH (PART ) (PARTSGD-507N c M17 SCD-8500 HANDLE SET ZINC SULMVAN/INTERLOCKS .. Ertgr:JANAO AHWm M18 SM2300WH HANDLE SET OPTIONAL ZINC SUUlVANCmL- F'LA,PE 17092. n MIS SCS2000 SILPRUF SEALANT SILMANE GE - CAN. 4 31 .$ M20 COI-177 PANEL TOP&BOTTOM WSl•PILE W* a SU LIVAN OR EQUIV- 4 PER PANEL. M21 CGI-174 HEAD AND sill SMALL Pm&PATj AS OR EQ!RV. t PER INTEMOCKfASTRACAL - M22 CGI-175 SILL kitERLOCK PI.E PAD •• WOOL • •ULiRAFAB OR Efl1IV. S2 - g10 X 1 1/4-LQ PHL tet•$�Ns. y�/ST.ASSEMWWSCRE# - • - 2 OR 3 PER CORNER W10-31 sheet�5 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• U - 7.750 .080 .925 .837 1.250 � t r }� E28 FRAME HEA4 (4 (RACK) / C 2.0100 {�Qz 1j� tt ' O FRAME SU. (4.TRACK) o 1.375 rn .FRAMETQE—CQP. EB 4 TRACK SHOWN - OQ u. 1,620 N m t $ p+NM e� 1.620 7.750 1.820 .080— .095 080.095 1.620 pIWDU6T NBYIJED OFRAME JAMB (4 TRACK) / bar • •• • • • • ••• •• ••• •• • • Engr.JAYAO'AHMPD- � l CML L m FLA.PE B.70592 Tf n CAN.3 3B_' yy V, gg •' ••• • ••• : ••• dro Ing no. _ � 8 S U • • • • ••• • • "` r`'J`t • •• • •• • • • f °' 7 . ... • . 2z0i W10-31 ••• ERAMF 80TTOM COME 4 TRACK SHOWN Cahoot 15.1of16 ••• • • 1 • ••• • • • • • • • • • • • • s2 m d � z F FRAME TOP CORNER FRAME ,01" CORNER s TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER �, AOTEREO 9EA0 COMER(TYPICAL) � � S Id U 3�b � zz� a e .� 52 sx . �- •.•• • • • • , jy OED PANEL TOP./BOTTOM EARNER L c ••. • • • • •• p tt•�A NMfk Ida SQUARE BEAD CORNER(OPTIO M) • • • • • • • • •• '.•. •• . • • • - IV- 127.J� ;JAY /C . FIA.PE. 70592 FRAME BOTTOM CORNER • _••• • ••• • OM CORNER 3 TRACES SHOWN • • • • • • • TRACK SHOWN �� -- • . . ... . f •a. • • •• . • • • • • drawing no. 04, sheat l 6 of I B • •• •• • • • •• •• i IAMID®ADE NITA14I-DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2174 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599. NOTICE OF ACCEPTANCE (NOA) www.nrlamidadtgo--/ec—on omv CGI Windows&Doom,Inc. 10100 N.W.25'6 Street Miami,Ft.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 tivhere 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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets I thru I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on RUL 31,2013, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval staq).with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Sec4ion. 0..:*-. •••••• MISSILE IMPACT RATING:Large and Small Missile Impact •• �••• •• 0000•• .O•• Limitations: 1. See Design Pressure ratings single and doable doors in sheet 1,single sidelite in sheeSo*r}ri'd door mullion in :•. •• sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the J;pl4a assembly!•• .0... 2. See giazing option in sheet S and locking hardware in sheet 9. • •...e• • ••• 0000• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•Cit ,State a110& ries and••••:• following statement: "Miami-Dade County Product Control Approved",noted herein. :00:6: 0 •• RENEWAL of this NOA shall be considered after a renewal application has been filed anc tl em Inas begiioiRf ehange••••, in the applicable building code negatively affecting the performance of this product. 0..0 • 000 :•..•; TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charig8 ur the materials,use,and/or manufacture of the product or procels.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence-pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E, 4, ' � to�► :`�w. � 3 NOA No.13-0226.06 MIAMI[3ilDEC4UNTY4�} 9 a..° Expiration Date: August 08,2018 Approval Date: August 08,2013 Page 1 1 ` , s t ' ...... .... . . 2 • • �. ,. fit` �� ".✓ r 1y� Zi y� \,i� G'O� �c �,. a�,Citi'-��``. :: v�,;�`,»1J . t@C �• �� '�� may`, CQ GC' yS r""•I,.:�' ^-' ;; ti,\\ L fi� G O ��• .2� Ua_,``'7 �t� `C' ,^{• ':i• ,ti`�n'�0 COP `,\ a- `� �w'may wy tiC G b n' ,`�,i'v '••�, a'`= �, / .. •� '1 �{� l`'' env G�\?� �`' titid;+y -.y-'�rr}`•F'.r. "�"='�^'".�' rr / \\ ce`� �,.,,. .`L 3 Yom. � y •.� ` k r�1 c CGI Windows&Doors,Inc. NOTICE 4F ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W 13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013,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(+50.0 PSF,sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No.ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13 and last revised on Jun 04,2013, signed and sealed by Javad Ahmad,P.E. 3. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE • . . .... ...... 1. Miami Dade Department of Permitting,Environment,and Regu.VjgtX( ffairp.�'�I` A). •• ;;• E. MATERIAL CERTIFICATIONS •••• •• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemdiQS•&Co.,Inc. for ••;••. their"DuPont Sentry Glass 0 Interlayer",expiring on 01/14/17. """ ' :•• •••• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical C*qpgR*gny(MA)farmer •••; • Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21A 6. . . .•••:• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical QoWgny(Ng)former ;• • Sohrtia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayef W/PET c9W expiring on 12/11/18. • F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated.02/11/13,signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and.addendum letters,as part of the above referenced test reports. G. OTHER 1. Test proposal# 12-0553,dated 04/25/12 approved by RER. haq I.Chanda,P.E. Product Control Examiner NOA No 13-0226:06 Expiration Date:August 08,2018 Approval Date: August 08,2013 E-1 DOOR FRAME WIDTH DOOR FRAME YAppl HEAD ANCHORS AT STILE ENDS 2 ANCHORS MAX QUANTITY CHART +)+ 8'.MAX 3 SjU WILE ENDS R.CHEAO/ 3" 8" I�^-S-' SEE CHART FOR QUANTfiY A,ANCHOR .�E C O COHEADRNERS A I CORNERS A .' I- 1/4' 4 4 4 F 3/8' 6 6 6 1/2" 6 6 - I �4 a =x 3 d LOCI OPTIONS '1� MIX ♦� t��a ( ____k/ _ 1 mm= e�r��o SEE SHEET 9 s uqy mflo" C!OtY •1161TI{ Mtt it/ ay- bn sProdatt �j c-•v-\ i \\ i S 1 Al N 11 ' 1% SERIES 180 SENTINEL aS II I i i 1 ATUMINUM OUTS{YING DOOR I4/ SIDELTTES I/1 N^N AS:TIVE 1 aCTrvE �dI 3 y� APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS � M I a �Im't0 WITH OR WITHOUT SIDEUTES. Z z m �I SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. z a 23 1/2' ° 23 1/2' 23 i/2" ° SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o_ D.L OPO: 2 ANCHORS D.L OPG. 23 O➢O. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.LSEE SHEET 4 FOR SIDELTTE TO DOOR MULLION CAPACITY. U TYPE.B. 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS.: TYPE'8' FALSE MUNTNS CHARTS WILL APPLY TO ENTIRE SYSTEM. O AT STILE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE XX ) REQUIHURRICANEONTSF HE CURRENT FLORIDA SUILOING CODE IN(2.UDING HIGH VELOCITY DOOR OPTIONS 1B OR 2BY WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY - PSR DOORS LOAD CAPACITY - pap ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS SINGLE DOORS(X) DOUBLE(XI) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR Dods. LAM.or INSUL-TAM. DOOR ODIS. LAM.or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME EXT.(-,) INTI(-) FRAME LEAF FWAfE ��+) �_I ARE NOT PART OF THIS APPROVAL. 37 /4' YADTH HE"3e 1 gr 1 SO so WizTH' S9TM IGH 80 rIO A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m 00 •• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO < NOTE: • • • • • • • • • CONTACT WITH UMOISSIMIIAR MATERIALS HALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONSO WHERE REQUIRED•• • • • • • OF CURRENT FLORIDA SLOG.CODE SECTION 2003 8.4. • •• • • • • ••• • 1° NOTE: !- • • • • • • • • AF9dAD FLUSH BOLTS AND LOCKS NUST•tlG ••• •• • • • •• FLA gyp,'A�2 c 731 ENGAGED TO HEAD AND SILL DURING DOOR D.1.0.DIMS. Com, S3B PERIODS OF HURRICANE WARNNG. HEIGHT- FRAME HEIGHT - 12.875" D.yj WIDTH LT DOORS).- FRAME WIDTH - 13.75" y, GLTE:ASS CAPACITIES ON THIS SHEET ARE :•• •:• :••D.L.•�OHDiH ••• • : (FRAME WIDTH - 25)/2 u� 9 6 drove ng no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) •• • • •• AND FLORIDA BUILDING COMMISSION • .• . 00:FW/SlkU?ES jRE:tATEo FOR LARGE AND WALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT DCAOS-DEC-219 000 • ••• % TERS ARE NQT REWIRED. sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH .- DOOR FRAME WIDTH HR.AD AANUHA ENDS 0 2 ANCHORS 6'MAX. � AT W ENDS C' '/ 3' 6' 3' ��T FOR QUANTITY ANCHOR TYPE HEAD/SRL STILEHEAD SILL SHIM CORNERS A �_� CORNERS 3/6" 6 8 6 p I f1 qqO -rD) ao m ��i I m oo LOCN OPTIONS I C J SEE SHEET 9 1 ___=1r=N/ N FOR SPACING THAT EXCEEDS 21 J '' aI 0 11 ADD AN ADDITIONAL ANCHOR it I 6 i�• 1 itBETWEEN HINGES ON DOORS OVER uS 88"HIGH. R SII j 11/ s_ O ACITVE ' ACT'ME 11— I ZZ� 9 i 6 U� a 23 1/Y 23 1/2' 23 1/2" D.L.OPG. 2 ANCHORS D.L.�G. O.L.OPG. A roacdyycmmplYiogM'H11ON TYPE'B' 4 ANCHORS SURFACE APPLIED AT STILE EF10S TYPE'B` FALSE MUNTINS - AT STILE ENDS MAY BE USED - pA TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR Bx-,�� 14"u �� X ) C ) NOTE: SEE SHEET T FOR DOOR CAPACITIES o m 0 00 •• .0: •• • • • •• £nqr:JAVAD CNIL FLA.P A.P "QW2 gg • ••. . •.. • ••• • • ��, 2013 drowinq no. . W13-01 .. . .• . • ••• • •.• • • • sheet 2 of 1 f • • • • • • • • • • • •• •. • • • •• •• ••• • • • ••• • • 144`MAX 37 1/8° 38" 72° 36° SEE CHART FOR QUANTITY SIDELITE WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH SIDELITE W61 READ ANCHORS Z 8°MAX .g'Mg11, 31 6° 3° AT STILE&!BILLION ENDS I� � HFAD/BILI. HEAD/S" QUANTITY CHART CORNERS F CORNERS F A - ,P-/•� ° 1 Stell 19 .0,TYPE CH0 SC a 0 a s I u H LOCK Cpl� i -%�,Jpr •.Ni FASTENERS SAME LOCAUONS •% luF'2 il•✓ AS ANCHORS SHOWN ON _ •J SHEETS i &2 1. u u n �N� 1 1 M ' G G ACTIVE - 1 BOiACTNE 1 31 1/8° 31 1/8° 23 1/2" 23 1/2° 31 1/8° a U O D.4 DAO. O.L OPO. D.L.CPG. D.L OPO. D.L.OPO. DESIGN LOAD CAPACM -Par 4 � SURFACE APPLIED FALSE MUNTINS SMJTE SfATIONARY PANEL(D MAY 8E USED SIDIKUTE FRANE -rMCAL ELEYATWN TYPICAL ELEVATION A snLE AND WIDTH HEIGHT (SEE NOTE BELOW) < O ) ( OXXO ) A8ILLION END INCHES INCHES E80.0 4VT.(-) pol9ptN10ex 24 &1A BOX SIDELITE OPTIONS 30 80.0 80.0 g 33 84 80.0 W.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73,8 73A 42 66.6 ' 6&6 SIDEUTE D.L.O. DIMS, o o 24 80.0 80.0 ••• ••• . ••• • ••b•LO. HEIGHT - FRAME HEIGHT - 12.875" 30 80.0 60.0 • • •• • • • • • D.LD. WIDTH - SIDEUTE WIDTH - 8'STAND ALONE SIDELITE ONLY °c 33 80 60.0 80.0 • •• • • • • ••• • D.L.O. WIDTH - SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY 38 60.0. 80.0 •• ••• •• • • • •• Q "n 00D AHYAO 37-1/0 77.6 77.8 PE J 7.592 �• 30 73.0 73.8 A�SSB �t 24 80.0 8DA • ••• • ••• • • ' 30 00.0 6A0 • • • • • • • • • 1 L�l 96 ••• JU 2013�o $0.0 •• • • ••80.0 eoo . W13-0 77.6 77.6 ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY -PBF DOOR DOOR DOOR DOOR DOOR SIDELiTE FRAME SIDEIiTE SIDELITE FRAME SOEUTE FRAME SID£LTTE FRAME SOIFUTE WIDTH q� FRAME SIDELITE TDOOR LLION VAOTH ` tAOTH YJIOTH - 4AOTH YADTH WIDTH `WIDTH r `WIDTH M AYCHES N:HES INCHES 24 80A 00.0 30 BOA 80A C / 0- 33 33 35 8+ 80.0 80A % /% % / -1 77.0 BOA ��ee 'J J \ \ J 3>-I/e r7.B n.e � 38 73.8 73.8 42 88.8 a.s 30 80:a 80:o \_ _ . \ \ e 33 35 so .80.0- 80.0 ` (0X0)l (XGX)` 6 38 80.0 80.0 l 3 333000 37-1/8 77.8 77:8 l 3H SIDELITE DOOR FRAME SIOWE DOOR FRAME SXELITE 73.8 73.8 1170TH TROTH WANH WMTH WIDTH 24 go 80.0 $0.0 - 30 35 88 80.0 BOA / \ 33 80. BOA / \ 36 A 80.0 17-1/81 77.8Mu oll, pill _ �N O O END ANCHORS DOOR STILE ANCHORS ' `OXKO) N M SEE SHEET 3 SEE SHEET I O 3 zz�� ^YPwrcd af� _. w11E Blt iTe►1Qa t �g33"�� LEAF WIDTH NOW SIOHLITE WIDTH DOOR FRAME VADTH- SINME(7f)37`MAX. DOUBLE(XX)72'MAX. BIDELITE TO DOOR INSTRUCTIONS: NOTE: c USE CHARTS AS FOLLOWS •• •.• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) LD 0 1. SELECT SINGLE OR DOUBLE ODORS CAPACITY FROM • • •• • • • • • AND FLORIDA BUILDING COMMISSION ` TABLES ON SHEET 1. . •• . . . • ••• • DECLARATORY STATEMENT DCA05—DEC-219 2. SELL WER OF FROM S ATO DOOR ABR U�1 •• •.• •• • • • •• r"m*wAo 9' � � 8 3. TL . CNA. ER O ENTRESTEPS 1 OR 2 WAL APPLY CAN.Ss s • ••. • -•.• • • ,r • ' . • lIll' 1.2013 $ •• • •• • • • • • • dmrdng no. ... ..• . W13-01 sheat 4 of 11 6V 0:0 • • • • • • • • • • • •• •• • • • •• •• y�V � s �mp M O h d h 3/16-TEMPERED GLASS _ 3/8'AM SPACE 3/18'ANN.GLASS 3/18"NEAT SRtENb GLASS 3/18'ANNEALED(LASS CPW BY CHEMICAL.W.' 9aTERLAYERS-�.090 SAM CP By SFNTRYOIAS BY,'OUPONT'EASTMAN CHEMICAI.CO.'• 9TfEf8AYER5-�A90 SENTRYOLAS BY'EASTMAN BY bvPONT'CHEA9CAL -T{---A90 SAfi.E1C PYB 8Y'EASTMAN CHEMICAL CO.' WTERLAYERS L.073 SAME%CP BY'EASTMAN CHEMICAL CO.' SILICONE T TRE D GLA WA3 BY'OUFONT' 3/1B'� 3/16'HEAT SIREN'D CLASS 3/18'HEAT STRENb GLASS com DOW CORNING 995DOW CORNING M SILICONE DOW CORNING 899 DOW CORNNQ 899 _ NO 993 N G£-1200 CE-1200 DOW CORNING 898NM i z GE-1200 1a Z z� 1 AIR SPACE CONSIS7'1Wl= OF• O \ : 1 \ ST.STEEL METAL SPACER AROUND __ THC PERNKrER OF THE GLASS. 7/18" LUX. GLASS 7/18" LAM. GLASS N ucomplylagwI38H V OVERALL inn. LAM. GLASS ►> C � `o GLAZING OPTIONS • •• • • • • ••• • E�pr:4WAD AHMA0 CML CAN o n ••• m•* .•• . •• • •e• FLA.PE 70982 $ $ ... . .- Ju za13 •• • • •• • • • • • • droning no. ••• ••• L W13-01 shoat 5 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS t8Y WOOD BUCK OR 4-w EDGE DIST. SEE ELEVATIONS DIST,• SEE NOTE SHEET 1 FOR SPACING e. - £E NOTE 1 METILL a. ,. -6,"•:•d!' EMiE EDGE MST. SiRIK:TUIff • �CONCRETE.. ,.r' '.~K iY� —� t !' I z tl 21 Oj c/ A 1 1 I t2 J J J TYPI(AI-ANCHORS TYPICAL ANCHORS TYPCCAI.ANCHORS SEE ELEVATIONS t7 SEE ELEVATIONS FSEE ELEVA11ONS OR SP/GttJO FOR SPACING O Q C I = I FOR SPACING D aa� 5 I I I I ------------------- -------------- =ME -=------�__ i I jl MWItl ME COUNTY APPROVED Ij l I�CUPPED MULLIONZz �I SEE SEPARATE NCA Ij m el I`---_,-ter ------- MUSTBUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS - ---'_-- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a 28 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv.FOR SPACING TYPICAL A4CHORS TYPE 'A'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 Nst,Fyw155 KSI) EE EL a a� INTO 20Y WOOD BUCKS OR WOOD STRUCTURES p a acv F- 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 0 THRU 1BY BUCKS INTO CONC. OR MASONRY y� _ J W 1-3/4"MIN. EMBED INTO CONCRETE (HEAD/SILL) 3Nef 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) a zd TYPE 'W- 1/4* O n TRAC-ON BY 'El CO' (Fu.177 KSI,Fy<155 KSQ g Z &x DIRECTLY INTO CONC. OR MASONRY $" 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S S� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O '1• TYPE 'C'- 014 ST/ST SMS OR SELF DRILLING SCREWS (Fu-too K9.Fye85 KSO INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' INTO METAL STRUCTURES (HEAD/SILL/JAMBS) AyylotrdsatomplyhlE+rN6tM• STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) FF1lanikk•u ALUMINUM : 1/8"THK MIN. (6063-T5 MIN.) N _ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 6 I I f ! f I 1 I TYPICAL EDGE INTO CONCRETE AND MASONRY = 2-1/2" MIN. © i '00 INTO WOOD STRUCTURE = 1"MIN. M n INTO METAL STRUCTURE - 3/4" MIN. 1 i i 21 12 ••• •••y, • ••% E/Q•L{�Ap• • •• Z7 I i I t3 •• ••T'_�••1R.LA6..J1...A~'�JT JAMSS Pm —DO PSI MIN. 1 ••• •••ANCHORS MIK 8E:D E)/OR 4T HEAD. Eng IAYAD AIOVD a o U-3-3 CNA T • SSALAjVT5: RA PEE Asa. s k N. .,. .CON�E;v�'�.: c . . • ••• ALL dWNT9 WO FRAME CONNE09TONS SEALED WITH <' • • • GESC'SL000•SIUCONE• • EDGE DIST. SEETYF .ANCHORS . . . . . . L.•9'1. 93 SEE SACINGELEVATIONS •• • • •• • • • • • • rw7l; no.FOR SPACING • •• • •• • • •.•• ••• • —09 - DOOR DETAHS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/9"MAX. 1/r MAX SHIM C O SHIM Z $ 2 ter WOOD SICK 0 .SEE NOTE SHEET 1 t ACTIVE LEAF .. G q'• ' TYPICAL ANCHORS 0 TYPICAL ANCHORS 21 �E l td. SEE ELEV. FDR-sPaaND v '• O 23 7 28 28 D.L.OPO. M£TAL EXTERIOR _ STRUCTURE LEAF WIDTH 3 PWNt'LOCK �tnwe'd7'�>3•hE'aa WITH DEAD BOLT �od4 mNm DOOR FRAME WIDTH SEE SHEET B WCA y( Qo �t 1/2-MAX. y LL SHIM VVff 1/2 MAX.-. 3 PWM 2BY VMD BUCK WITH DEAD BOLT O .. SEE SHEET 9 WOOD STRUCTURE M'� 4O'RW-0CF�Tf: HUSH BOLT IF I SEE NOTE 9tiEET 1 �Z_j�+ MASONRY ACTIVE LEAF INACTIVE LEAF to TYPICAL�ORS_'. 22 24 t9 i FOR�ACMtji: 0 i,.: D.L.OPO. 7 7 7 TYPICAL ANCHORS g 18 py Wim, SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH LEAF N70TH _ �y wroT o 2 m� T1.ILE B"S9aNA e h 3538 $1 +�I ••. •i• ••• •i• 1 .•. •• • • •• • • • • • • dro�eing rro_ ... . ... . W13-d1 DOOR DETAILS sheet 7 of 11 • • • • • • • • 0 • TYPICAL ANCHORS ti. V SEE ELEVATIONS %% EDCE DIST. FOR SPACING mss.. n 'r •� �0 89 3 MR 3 �'llo Stpy .. O O WING JAMB FASTENERS 8 2 FOR LGGATOONS GGNCRETE ,7 18 SEE DOW JAMB SPACING ON ON SHEETS , k 2 Mme- 4 0 • I: �Z a EXTERIOR o p.L OPG. LEAF UM - 28 SMEUTE WOTH DOOR FRAME TTIDTH _ - 37'MAX.SINGLE(X) $ 72'MAX.Dow"(XX) FRAME WOTH rd TYPICAL ANCHORS - p Ot9lr/faN/4YftoW ly4galtl Nn SEE ELLV. IL AV- FOR SPACING APPLY SEALANT 3 BEFORE MATMXi gj t t'ia l• �y•�� o .•. ••: :NCAT9-..L 4 rZlMj'%dETAL STRUCTURE AT JAMBS TO 3/8" cs •• •.• •• • • • •• rqr:JA VAD AHMCNL t FIA.PE f 70382 0 CAK JS,18 ' �CONCRETE: .• - .•I v.•'.J. .' a' • • • • • • • • • 8 $ • v •i �' 000 • 0.. •. ••• • • 9q • TYPICAL ANCHORS •• • • •• • • • • • • 3 13 droving no. EDGE 0151'. • .. • •• • • • Fo SPACINGS *00 0 0'• • SIDELITE DETAILS W13-01 sheet g of�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS M EXTRUSIONS MISCELLANEOUS a ITEM 1 PAM Ma OESC t"MR_ MUM WAW. REW m ITEM I COOS PM MA. WWI= MAtERIAt MAV►. RFMAgRS p J t CM-W9 FRImE MEAD w SAA 6o6346 CM mom 21 MIB r,-m7 TRAXEMm maAV!SBRY D9 T:mMV � aF 2 CG1-190 MR JAMB 6063-4 COI am= 22 86 32M .350 FM GA9ET TOAs AXESW m[an �p 3 Cbl-(96 S70E1.11E WAD ApB S0.L 6063-T6 CGI EITRUDEM 23 16 V333am .W x.720 YEATHM MIP PILE W CENTER TDI VDOL LLTDN'AD M 5M 4 CW-197 TREE STAM M SIOEUTE'JAMB - 606346 CGI EXTRUDER 24 MB V3332106 JRI X.500 RM PDE VSTROTIRi VWL W EM U.TRFAB OR EOUIV a S Cal-m EIATW6 SIBMITE JAfU n. 6063-t6 CGI[XIRWER 23 M9 Cx-106-8 ION[#f4 1/E'X 49 AUAOUBI CGl-CIETUI � ,7 6 MH93 PANEL TOP AMD BOTTOM MAL 6063-76 CW EXtRIIDCR 25A WO ABB00.0S32D HDIGE(4 W X 4) Lun MR r 7 CM-194 PAMM YMIMAL STILE 6063-76 Cil-mum z5e WI ARIX- 3 Va(4 IM X 41 sAs Ip�y Iy 9 CM-199 SCAR BLOpC - 6063-T6 CW F.TdRWER 26 M4 CM-3WV UAZM&BER9 RLL Von CM-asm p�<Q MI CM-191 FRAM[FCBD AMD SILL[REV mm 6D63-TS CM E tun 27 MI 3,r-V.MY DWA M RM-$EMU VITH 3W HEX WM ZMC PLATED p°Y�p` 13 CM-192 FRAIL HEAD AMD SRL SLAMTEB NREM COVER 6063-T5 COI EM WER' 14 OGF-121 71W Q ASS GLAZIM BEAD 6063-T5 COI mum HA CM-23 N GLASS 6L mm READ 6%3-TS EM EZIRM NOTE: ITEM NUMBERS 8 10 & 11 ARE NOT USED IS CM-200 SHEAR IM PLATE 6D63-T6 CM EXiRWER a HIS 16 CM-I93 ASTRAGAL 6063-TS CW we= n oM-5oe Stl�It 6063-Ts CW EnBJDER LOCKING HARDWARE PAT Ha DES[ II69 PATMAL FmUB'. mm H CM-/903PL 3 PONT EMIX ASSENAY UCTIVE LTAF7 WI-pp$}®I OSEp BY ALL apTI6VS � �W CGI-m FUlYI1bLT ASStIMLY QMp6TIVE LUPI CM-[ASTON USED BY ALL OPT= 6� SOT OPTHIM I SISS PASS ACTM LEVER 4M:71VE LE1P• RALOVRT 5455 TD OW LEVER OxilVE LEN) RALDVU OPTIIBVAI. 4 8231 DIAM&T ATC K LEAF) BALLVIM OPTPoM 2 JDTR WADBLLT MIME LEAK RENTER BY SC1L 'AO MVA ACTIVE LEM OKTIVE LEAFO DEXTER R7 STM M Jm IUKOS DU•Y LEVER tltmCilVE LEAF) OEXTER BY SCM �TI@mL C OPTIm9 3 DB2410 WAWU.T UMM LEAF? �p6R dEOf » i _ BLPP20 ACTIVE LEVER WIVE LEAKC-PEq C EEK p_ DmVIY LEVER OMACTIVE LEN) L6YER CRCEX OPI1fW4 � �C C� SCREWS RE161QR.0 } '°o�vWAMw1FAM4 ITEM R PART No Bcswim R U 114 X 314•LEX 1EA0 MM-w MIM ATTACMEMI H 19 16X PAR HEAR SNS-ASTRAGM.ATimma pY no ENDS - E.oOMb0 -20 /!0 X 1 U4•PH SMS-ASSEMBLY 3 PER CORIER J o•9 RA.PE ss�/7G56X o • 0:4 .• • ••• • • CAM. 13 •• • • •• • • • • • • dl*W ng no. ... ... W13-01 • • • • • • • • • • • •• •• • • • .• •• M Antmbly 80tl Amy ei WU*Aseao Any. A VVE 7 o 1/2 i eon r— > upo=3/4'PH sus R enue Ty — 8 aoA i%td A"IL n t - aea•On Ass,: =FJT PH US ^ M fteehhdl O . Aceectdr Bh¢d a eded arf. o TOP SECTION SHOW (BOTTOM SWAR) ° =D,_ e+convy1meH6M Ty Rushbolts(Inactive Panel) Top'&Bottom dad 10 ••• • • • •• 0. Enr.4W N AHWG s g FLA.PE 3s3 92 'o X31 ••• • ••• • •. y •• • • •• •. • • • • • J V k 2013 &Q;b g sso. Ca CUSTOM ••• • ••• • • + W13-01 3—POINT LOCK atreat9,lo(11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3.626 1.766 u � �3 .125 !IM o .750 -T ,_062 1.825 1.590 100 1.587 4.495 N 8.500 �O Q DOOR FRAME HEAD/SILL 12 FRAME COYER h 3.825 1.587 C 2.436 1.623 .062 ��Qj; 1.625 Q G1 0(� 0 TOP & BOTTOM RAIL z 13 6600 SILL COVER 6.438 080 .ops ,485 1.828 g ,.440 g .075 1. 4.405 0 N O 1.753 O HINGE & LOCK STILE SIDELITE TOP & BOTTOM FRAME 17 SIDEUTE JAMB COVER Z3Z Z s� .326 .i86 $=55 L.70 ,.509 .,6s.605 .245 .825 1.980 1.622 -� -WM-.115or6vwMIN �oom wUbtlx IV 18 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.003 .673 1.123 - 2.000 1.061 p� c .120 ._ •• ••95 • • • • • ,Q sso • • e • • • .� Ir .080 a.000 C. o7s au a.odD o4Gi!�BS SIOP (LRvt GlAS ) •• AMW 2.366 �` "MAD .123 1.485 1.465 0:0"15 ••q.120 CAJLFLOL PC �2• 91.223 •� •• 0 • i • (�•• a •• • • U 6s drawing no. Oz Oa Og ••• ••• • • • W13-01 DOOR FRAME JAMB SIDEUTE FRAME JAMB SIDEUTE MATING JAMB I GLASS STOP (INSUL LAM. GLASS) oheot� oI1L • •• •• • • • •• •• ••• • 0 0 000 0 • zo 20) �{�V 0 ASSEMBLY FASTENERS TO BE QISTALLED ro ASSEMBLY FASTENERS TOWO WSTALLEO / PRIOR TO.I=NG MATMO JAAlBS PRIOR TO JONMAMO JAMBS • /" % O 3 3 a �4 0 aC I � 0�� ' 4z I i i / O HOLE CAP--� ACCESS HOLE 2 MATM JAMB sEE BE FOR OETAIL 2 1 SIDEUTE JAMB CORNER SWUM MATING JAMB CORNER $ c� all $ DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM is ��'A O 8 1 i�ht f I� AApp99totMl7t ttmptYtu6Nilb/ln g t i,ng A P Fiee�t IdtrtaCodtzd/� �& t 0 ti jn 2 c� •• ••• • ! • • • •• 0 00 •• ••• •• • • • •• Eftr WAD AWAD � F crtu t FLA.PE 1.705�a c • ••• • ••• • •40 * 0 sass. •• • ! •• • • • • • • dtotd rto. ... ••• . LEAF TOP & BOTTOM CORNER • • • W13-01 sheet 11 of 11 • • • • • • • • • • ••• • • • ••• • • MIAMI-DA DE ML4,M1 DADE COUNTY F I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SZV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3152590 F(786)315-2599 NOTICE OF ACCEPTANCE (NQA) Wny.miamidade.aoy/econoniv CGI Windows&-Doors,Inc. – 10100 NW-25 Street Miami,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 Mi.,mi-Dade County Product Control Section(In Miami Dade County)and/or the Alm(in areas other than Mia-ii Dade County)reserve the right to have this product or material tested for quality assurance purposes. EF this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"238"Outswing Aluminum Casement Window-L.M.I. APPR®VAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1.)".sheets 1, 1':1,2,3,4,5, 5.1,6 and 7 of 7,`dated 12/04/98,wish revision I dated 04/25/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., hearing the Miami–Dade County Product Control Section Revision stamp with the Notice of Acceptance immber and expirati%-da%�iy.the• •• Miami-.Dade County Product Control Section. 0 •••• • M-isSILE IwACT RATING-.Large and Small Miasile Impact Resistant �••' � �••• 0 0 ••h••• 0000 LABELING: Each unit shall bear a permanent label rvith the manufa..turer's =a&-car logo, city, state10 0 0 0 0: � model/series, and following statement: "Miami-Dade County Product Co::trol Apprewed,, unl4i 4itterwise�0 0 0 0• noted herein. 0900. • • ... .0000 RENEWAL.of this NOA shall be considered after a rendwal application has been�`i�ecl and thi3;,P..lias been•••••• 00 no change in the applicable building code�egatively affecting the perform nce of thjgs,g tct. •0 TERMINATION of this NOA NY ill occur after the expiration date or if t_vere has been a pevisiol�as hange o 0 0 0 in the materials,use,and/or manufacrure:of the productor process.Misuse.of this]NOWas an endoneJnent ;" of any product, for sales, advertising or any other purposes shall automatically termiblte Ns;N®VFaure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT. Thu NOA number.preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: i copy of this entire NOA shall,be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official. This NOA revises NOA#12-1220.14 and consists of this page 1 and evidence pages E--1,:E-2 and'E-3,as well as approval document mentioned above. The submitted documtentation was reviewed by Manuel Perez,P.E. NOA No.14-0506.01 4,° �A°e eotJ�Y Expiration Date: October 26,2018' Approval Date: June 26,2014 . <� Page 1 0000 >' 0000•• • • • 0000 • •o • r",�, 0000•• 0000go 00 • • • l° 0000•• 0 '•• �Oil 0060• 900.00 p .. •`:, 4k 00.06 060 0.000• �// • 'c • ,.r0 V z •6 \ •• gid �,- ,!'� • - �•'� �+' ,'`'`\. so ••066• ,�,�`..•� ✓ • • •••66•/ X11 •>' • 0 `�+ -' tiff .�-• � �v v ^J � Tim � ` �• \� -k,• ��rl� \'�' �h�V� Cl� ti0 ,rC `V .:�_ Gdb �� y �a • 74 4`� y�J J• Y�1 CGI W4ndows&D'oors.Inc. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED A.. 'DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series 238 Aluminum Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, S, 5.l,; 6 and 7 of 7, dated 12/04/98, with revision 1.dated 04/25/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,:TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and seated by Ramesh C.Patel,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBG,TAS 202-94 2)Uniform Static Air Pressure Test,T,,!jading 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£BC,TAS 203-94 •••• 6)Forced Entry Test,per FBC 2411.3.2.1,and-TAS X02-949..•' •••'19• along with marked up drawings and installation diad am of&r alltminum7-casemer4•• window, prepared by American .Test Lab of,South Florida,Iite.•Test•kloport No. • ATLOSF-1109.01-12,dated 11/2.0/12,signed and sealed by He jiattem,P.B. • " (Submitted under previodts NOA#I2-120.14) . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ••;••; :': '•••• 2)Uniform Static Air Pressure Test,Lauding p0f FBC,TASr1Q2 94 •••.' 3)Water Resistance Test,per FBC,TAS 202-9 ••••• ••••%• 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS Z02-94 :....: along with marked-up drawings and installation diagram of&,1uminut V cHdment• • window, prepared by Hurricane Testing Lab., Inc., Test Reports No. M71,6080- 0301-07 for specimen A and B and HTL-0080-0905-07'for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #081010.02) Mnue�,r ,P.E. Product Con W` 01 E miner NOA -0506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-1 ' t CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNrimw) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per l*BC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering,&Testing,Inc.,Test Reports No.HETI.-08-2143,HETI-08 2144,HETI-08-4287 acid HETI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,RE (Submitted under NOA #081010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation' diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. RTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA's#96-0417.03 and#.01-1002.03) 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 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 241l..3,12.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Xest.Repor6?'e FTI•-••':' 1003 and FTI.-1041,dated 10/14/94,both signed and sealed erV% til Kuri.E. •• (Submitted under NOA#9(x0417.03) •••••• •••• •••••• C. CALCULATIONS •••••• ••••• 1. Anchor verification calculations and structural analysis,complyip klith FK,2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and seaW by Jaildd • Ahmad,P.E. :0016: • 2. Glazing complies with ASTM E1300-09 :00000 D. QUALITY ASSURANCE •• • 1. Miami-Dade Department of.Regulatory and Economia Resources(RER) Manuel Pepvvp E. Product Control uami er NOA No. - .01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-2 CGI Windows&Doors.Inc. . q NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.D4Pont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 00.5/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(NIA) for their"Saflex CP---Saflex and Saflex IIP Composite Glass Interlayers with PET Core"dated 03/28113,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (NIA) for their"Saflex Clear and Colon Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FB C-Std Edition(2014),dated April 11,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02,2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,t both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-21441r1ETI-08-4287 and.HETI-07-4298,issued by Hurricane .... Engineering&Testing,Inc.;dated 06/27/08 and 07/17/08,all signed and s mied by ••••:• Candido F.Font,P.E. ..• 0 .:*Go •• (Submitted under NOA #08-101002) •••••• •••* ��•••• 5. Laboratory compliance letters for Test Reports No.RTL-008OV301:96 ans : HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.;:t1 1;d 03/0V96and ••;••• 11/10/98, both signed and sealed by.Titnothy.3. Marshall,P.E. ...... ••• ••••• (Submitted under NOA #96-0417.03 and 01-1002.03) •••0* ' '••' : ••••�• 6. Laboratory compliance letters for Test Reports No.FTI,-1003 4'IcI%?TI -1041,i§sued :. by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both s�gne�l and s0AWby ��•; Yamil Kuri,P.E. ,•• ••• • (Submitted.under NOA.#.96-0417.03) •• • G. OTHERS- 1. THERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI-Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window L.M.I., approved on 03/21/13 and expiring on 10/26/1,8. '. man el Per Product Control au ner . NOA No.1 -0 6.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-3 i GENERAL WINDOW SECTIONS WINDOW WIDTH r, FLANGE FRAM vENNTT WIDTH �� g 1 D.L OPG. Z smW-T 1 g•MAX TtiP. (� TA HEAD/SILL ' t �E Bt a ® CAM LOCKS 0 2 II {y W 3 9 Al SIZES POINTS 1�R� (� N 11 } �-/ SATT IMPACT VINDDVS DfII.Y j .=,X 1-7j==Y YCaan aY It TD �$ Tf= ==3F SURFACE OP841EII �. DFALSE I NAL. INS 11 2h 1 FOR GLASS TYPES, ? REFER TG 1 SHEETS 3 AND 4. B 24'MAx TVP. O r'' 7 2 3 D.L.OPD. mL: 2 1/2' AT..H€/SIu +' VENT WIDTH VENT wroTN 1' TYPICAL"ELEVATION dI WINDOW WIDTH I j WINDOW WIDTH (FONGE IT E) l71 ^8 o3wf;47 � + EXTERIOR 1 MIATI PONT LOCK p i� II) BY'INTIFft1 P z z 1 T I t rwTwTI POINT IOtAC .ALT.W CW LOCKS i3 .J ALT.TO CAM LOCKS 1 _ 1 MIT.WOW. LOCK MAX.WOW. COCK P i NQGHT POINTS HQGHi POPITS �---� . 38' T se" 3 - g 74•' '4 12 7 i,�"" THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE iSHUMM ARE NOT REQUIRED. INSTRUCTIONS: 69* • • • • •• __- ___ _ $e USE RWARTS AS FOLLOWS. I • • -• • ��¢ i _ S' 8 i ffR MULLION/MUITIPIE UNITS, REFER TO o a$ STEP t DETERMINE DESIGN WIND LOAD REOtnREMENT BASED •• •• ••• i iHIS•FRdDUCT g( N DE�CNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULUt�N'�I.0 A ON WIND VELOCITY.8196.}IfIiFIT,W@IO ZONE • • • • • IIE4UIRE�N THE FL�I{!A BUILDING CODE INCLUDING 1-11431{VELOCITY _ _� USING APPLE ASCE 7 STANDARD. •• ••• •• •HURaaCAN£. �(HYtIZ). STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOW BUCKS BY OTHERS, MLY.r BE ANCHORED PROPERLY-TO TRANSFER W 705CML I FronvCTRgmPD e CAPACITY OF DESIRED GLASS SRE/tVPE. LOADS TO THE STRt7C'R1.RE. FIA.PE cs oninpiyNlB atib N>fo Retitle USING CHART ON SHEET SELECT ANCHOR MION S ••• • •�ip � BSNDNALDE ORGAN WITH DESIGN STEPRATING MORETHAN DESIGN LIVID SPEC6 • SPACM tTu:fd.i,a✓gC,olMUNe'o..l • RG IN STEP 1 ABOVE • •• •ANCHpRIJ6 CR lNMi11G COfND1TtONS NOT SHOWN IN THESE DETARS ARE EP BU A Ae Q0 B' ST4 IF AUMNUM CK SYSTEM I5 USED USE CHART ON •• • • • :•AST PART •Tt11'APFROYA4,. ,�',F"" '"�" N�TgMi, ' SHEET 7 TO DETERMINE CAPACRY. • •• ;M i drawTny no. ••• • ••• •A lOAO DURATI3N INCREASE K USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THE LOWEST VALUE FROM STEPS 2,3 AND 4 SFbU.T.APPLY 14 ENTIRE ALL SHIMS TO BE HIGH IMPACT,NON—METALLIC AND NON—COMPRESSIBLE. i f shoe}T of 7 DRE SYSTEM. EM. • •• •� ••• 060 0• •• WINDOW WIDTH �4,tJ o : vrnr WIDTH � GENEV L WT1V1jpW 91ECTIONS OL.OPO. • ��tl'7A,L LE� FRAME CoRNERS YnY-e i/z• fffAO� O IA 'T pr CAM LOOKS /� .. 3 '' a LOptPOMTS •_ — 8_ iJ ;sem�! 1 \...:� i ALL SIZES =A ? SNUBBER SURFACE APPLID Ai tNPACT YINDDY$OkLYNTINS NI OPT118�&o — ZI---- _-- i ---------- QQa g _ Z4'VAX TYP. TYPICAL (EQUAL Lo FRAU n t 7) 3 FOR GLASS TYPES, Z z Z O L Om REFER TO D.L.oro• z s/a' $_RA 3/4' VEIN WTIDTN .SHEETS 3 AND 4. e , VENr*MTN 3/4. o 112M MN EX'T'ERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK .. '®BY'TRUTH BY'INTERLOCK' -r--�— II ALT.TO CAM LOCKS .ALT.TO CAM LOOKS Twt WOW''�POM { '�• 350 3 , I 84' 4 74' 4 $ A 3 •' • • m . - - _ � .•t "• �•� • - Ener;�.WWm aoUu- PRwUc'1'itEvtSEu tl � g FLUE 2 ! • • .. ...•:CNB. ascoanplYfrB�itAiheFbrlde � iv X31 - 8• _ !� SaPfmtion DamCaiPt BY a •. • • • i•• i f 3 20 pedePtadac/CmitrN drawing no. M• •, i - v W98-10 • •� • • • • shaotl.lof 7 • • • ••• • • 2$/lr 768 "•-L � L3D7 ,090 VP. 1275 Q EbES » d u -E215 2.488L 7E0 II I A80 TYP. - _._�1 38S 13 OCOMER KEY m THICK ST STEEL ® .082 ORN ALUEYA FLANGE FRAME ®VENT'(5/18"LAM. GLASS) g q - ---2A75 1.757 a�a M TVP. . 1.057 t273L L_aJ I' 7E0 VENT CORNER 24u5 aa15 Lyf _ EQUAL LEG FRAlIE VENT(INSUL LAM. GLASS) ALL FFAME AND VENT CORNERS TO. - - 1.787" - . SEALED WITH GE SRPW OR EQkW.. - TSI PART 3 QDAT122PY TURNDMWM � e003-T1. OM .y . i CTR-373 4 FIANOE t78WE 8081.78 NOME%0Rt7011P1. •' � : v. 4A C01-397 4 fAVAL LEO FTtAME 6083-T6 MDAUY OR EQW. - 6i7i e�.� _ _P..:. M-378 4 VEW(5/18•UW.MM 8083-T8 MOALIN w am.- .1275" `-- _ 28 -;CGI-381 4 VEM(91310..tAM. )-----. 8089-78 MOULEx'qt EQIOV. _ "�LJ $N M 8 2C Cd-3� 4 YEN!(7/18'TAM 6tASS) ------------------- -3 eQ83-Te MOALfX oR ERIN aE0 L -` - -- -- - ------------- '—— a 3 Cq-378 4 00EE C{gZMO 8[Ap 8083-15 MOT OR MAIN. - Z a� Z 7A COI-398 4 SQUARE OtAZNO-BEAD---'------ 6063 TS- B�IDALE7t OR EGUM._......__r�.._ a3 4 - - 4 .OBD T1=COIOIEB t/EY -------------_..___-_ ALUMOM _---------------..___--.------------------- �- .. 4 6 1.347.. - - 8 .Old THx7f CAWB:R t0Y ST.STEEL- 6 AP-425 AS REQM FRAME WFAn#R WPM - sGOECEL APM © YENT(7/18'LAIC. GLASS) 7 Q280-K-190 As REW. YEN(- IRIPPM SGILEOEL 0-LON - .. 8 35-10-00-101 2/VENT 4 BAR MGE,AT TOP AND 80TTOM STEEL TFRM,ATMOM W/(6r 08.X 34SS SMS ' 4 .. _ D(T FACE 9 24-13-00- z/VENT WLT PMOUNT LM K STEEL TRUIM.ATPDn W/(2)18 x 3/8^SMS i -9A - 1/VENT MULTI POW LOCK - so - - 1/VENT MUM PONT.LOCK . .• ,. .. - NTERLOCK 2/VENT -.110 mm LOCK KEEPER.AT MATTE JAMB FACNO LOCK-STEEL ATTACIiEp.W/(2)010 X 3/8"-SS SMS .... .s. - - �. ,. t• o�ERA7aR(oPTrowtL; •- ... srEa. 7wr1H:-ATraalEc 1Yjr(2)-08 ii 3/ti'3S sMs• ._ -:.-- � $ - . - / I` _TWA - t OPERATOR(OPTWNAI) STEEL NtERLDat, U CG1-375: OGEE GLAZING 70P 30175 M. u $ $ /,• 12 30175 1 a1�ERATmt TRACK _ STMM,ATTACHM W (2)B6 x 3/8'SS am - 7s, . 13 2/CORM FFWX AND VENT ASSEMBLY SCREYIS 1 , - Bio x 1-1/4•ss sMs • • • • • • •• 206 aw ryry og • • •• • •-• • • .817 O.o x_ ••. •i i i i i•i •• - ... •.• ••• •• • • • •• U CGI-398: SQUARE GLAZING STOP JACM PRADUCTREYtS9D t 9 • • Fl PE as compSY4 with CAN 3$TB Buff&& (IffitW Fl�ldB • •4f•. • •-.• • • • f Acccplmae No >f•d Ol g g -fRAtuIE'WRNER ••• • • •: .• • • i i i 3 Q2011 eY / draAdng no. . •i i ••• •. • • Dade Product t v I W98-100 ' eheetQof 7 . • f•f • 44 • IN ANN.GLASS 3/18'ANN.GLASS A90'SafkX Clow And Color dose EAT 3/18'HSTREN'D CUSS 190'Satlez Clam And Color Class - GW By'Eaehlmn Chemical Co.' lay Eastman L'hamlcof Co.' {� So6ez Cleor Aad Color does' IN1EfRpYERStoo 175'Saflex 1IIR11 PET Core 107$ Saflell CP Whit PET Core By'Eastman.Chemkal Co.' W'Eostmoa Chamkal CO.' RITERIAYERS BY'Eoatrnan Chemkol Co.' A . _ .090"DuPont 1/8'A14N doss T - By'EJ.DuPont D Ne nwm do Co..ufa' s0y9bE f�f DuPont os Nemours 8 co u,0.' p 3/18•ML GLASS 3/18"HEAT STRETq'D mm 7d SQUARE BEAD !Q t SRIWNE1 1 1 1 S T 1 1 RRS c4 8E-1200 All CLASS� SILICINIE � 1 TYPES 1 1 DDV 899 1 mw 99S 1 DOW M GE I I I I MIM 899 11 8 wv.9 99 5/18" NOMINAL 7/16" NOMINAL 7 18" NOMINAL GLASS TYPE 12' GLASS TYPE '3' GLASS TYPE '8' �` W PERFORMANCE PALM OF IMPACT RESISTANT HINDOBS PERFORMANCE VAUTES OF IMPACT IM MTANT BWD0IIS PLTBFOSMANCE YAtAES OF IMPACY BB9f8'PAl19'BINA0113 g 187 f8RCOWRED NO•RA N"REa081Eo No WAITTIMS f9ami 9 R&ER W 8fi¢B a TNW RO 7 7 MR BQSTAlIAlgli MW TO SMEIS 8 71881 7 MR 91801W11aN 9EVU RM TO 811ENI8 8 TMS!7 MR MSML01ON OVA" vmDaw DIM-. cum TYPE'8' OLM?YP8'8' Gun TYPE'8' wmov mm OI.ASS TYPE'8' Gun 7'YPR'B' MAW TYPE•8' No"DIME. CUM TYPE'E' GLASS TYPE h' I GLASS TYPE'8' 11111TH mcw lExr.(+) 1W.(-) EXT.(+) iM.(-J EV.(+) INT.(-) wom mmm Mr.(+) HNT.(-) at-(+) HNT.(-) W.(+) INT.(-) woo MGM 170.(+) !L(- EXT.(+) INT.(-) W.(+) INT.(-) •---- 20' 110.0 194.3 110.0 199.0 110.0 195.0 20' 88.7 8&7 110.0 195A 1101� 198.0 t9-t/8• 110.0 . 189.0 110.0 199.0 110.0 195.0 .�T 24' 110,0 181.9 +Stam 195. 110.0 190.0 24' 714 73.4 110.0 12Qo 110.0 120.0 28-1/2' 119.0 195.0 110.0 195.0 110.0 188.0 V 26' 1101 1388 110.0 195.0 1140 195.0 29• 64.2 643 110.0 120.0 110.0 120.0 371 110-0 1454 110.0 1950 110.0 195.0 30' 110.0 129.0 110.0 186.0 .110.0 195.0 30• BS' W6 60.8 110.0 120.0 110.0 120.0 42• it0A 128.1 110.0 195.0 110.0 19&o 32' 110.0 121.4 1101 196.0 110.0 INA 3r 87.6 671 11.90 120.0 110.0 1217.0 19-1/11• iLOA 190.8 -IWO 1830 110.0 195.0 lY 30• 97.1 107.9 110.0 /961 .110.0 19:.0 3B• - - BOA Bao BOA 601 28-1/2' 38-ale 110-0 137.8 110.0 4930 110.0 IS&O 40' 97.1 97.1 110.0 1950 .110.0 120.0 . 40' - - 60.0 emo B0,0 "A 37' / 986 98S 110.0 194.5 110.0 120.0 42' 82.5 92.8 110.0 120.0 80.0 W.O. 20• 88.4 68.4 114.0 198.0 110.0 12MO 42.1 86.8 1 B&B 110.0 120.4 110.0 120.0 In 20• tto.0 16&5 110.0 195.0 110.0 195.0 24' 3&1 86.1 110.0 120.0 110.0 120.0 18-1/8' 110.0 1445 110.0 198A. 11.90 188.0 24' 1t" 138.8 110.0 195.0 11010 11150 28' 4&9 48.9 I10.0 120.0 110.0 1200 28-•i/4• 60-5/8' 98.7 104.3 110.0 � 198.0 -110.0 196.0N•- 28' 110.0 11&9= -110.0 198.0 110.0 195.11 30• 461 481 110.0 120.0 110.0 12(1.0 37.1 74.7 747 110.0 120.0 110.0 120.0 � O M 30' 110.0 111.0 110:0 /9&0 110.0 1950 32' 43,8 43.8 1,0.0 iWA 11.90 1�A 42' W.8 6311 110.0 1'�A 1100 120.0 �; 3Y 42' 10.1 104.1 -1 TGA 105.0 110.0 120.0 36' - - Z W,0 W.0 801 601 19-1 9&7 104.2 110.0 195.0 110.0 188.0 38' 92.8 9" 1 tom 120.0 110,0 120.0 32'- 78' - - 60.0 60.0 W.0 80.0 26-1 83' 744 "A 110.0 120.0 110.0 120.0 ' 40'- 83:3 83.3 110.0 1 120.0 110.0 120.0 3B• 840 60.11 $0.0 6.0 37` 80.0 W.0 110.0 120.4 110.0 120.0 U Or 42' 10. 14&. 4& 110.0 50.0 0.0 80.0 20' S2-0 20' 110.0 52,0 It" 120.0 110.012D.0 42• - - 60.0 WA 601 60.0 7 110.0 195.0 110.0 188.0 24• 43.8 438 110.0 120.0 110.0120.0 19-1/8' 6310 83.0 110.0 188.0 110.0 12MO 24' 110.0 iZ1.4 110,0 185.0 1i(W 195.0 28• 78' 35.1 38.1 110.0 120,0 110.0 120.0 26-1/2' 74-1/4' 484 466 110.0 120.0 110.0 120.0 28• IOU 104.1: 110.0 1930 110.0 120.0 30• - - 110.0 120.0 W.0 W.0 37• - - 898 896 89.8 S 30' 48• 97.1 97.1 tt0-0 1930- 110.0 120.0 32' - - 80.0 60.0 8D.0 640 37' 77• - - 861 66.3 -1 32' 91.1 91.1 110.0 120.0 110,0 120.0" - 2.0' 41.5 41.5 110A 120.0 110.0 120.0_ 80.9 Wa 'TiO.0 120.0 1104 120.0 24• - 34A 34.9 -110-0 120,0 110.0••-120.0 8' LIMIT MAY+LOADS TO 171.0 PSF _... ..-q ._r. .72.8 •.d2a^- i}OA'. 42GA 110.0--�120.0 48'-. ....54' •;..�- i100 YZcA� '-641 048'- � � _ _ oR wHQI AOA. PWNT Lod( 'MIETH0.0C3t' . .. .- IS USED 42• &9.4 88.4 11.90 .,20.0 W:G W.0 3• - - 5,.2 51.2 51.2_ 51.2 I 20• 110.0 1299 110.p 198.0 110.0 198.0' 32' - --_ 48.3 48d•- 48.3 48.3 #�k SIZE 371 X 77'APPLICABLE TO FLAME FRAMES ONLY --....._.____. _ ..._. _-i .. _ SEE SHEET 1 24• SBA 107.9- 110.0 186.0 110.0 1950 28' ---------883 ._---- 110.0 120.0 110m 120.0 ••• • • • 30' 84.4 -88.3-.-i t"_ 120.0 1 t" 120.0 I QUOTE: o O 32' s4• Bag au ttao 12.90 Itoo 1 0 • • •• GLASS CAPACITIES ON THIS SHEET ARE 9 3€ 36• 714 7/0. tI00 120.0 110.0 fpm ••i i i i i i OAS M- ON ASTM E1300-09 (3 SEC. GUSTS) 0.0' 64.8 84.811.90 120.0 110.0 AND FLORIDA BUILDING COMMISSION 42• 81.7 61.7 114.0 120.0 W.0 -1-m+. . •i i � • • ••• •• DECLARATORY STATEMENT DCA05-OEC--219 20' 88.8 112.8 110.0 193.0 i IDA 1932 PRODUCT REtIISPA f}.��OgS-�- as apb*j witb the FlertAs 668 954 110.0 188:0 110.0 120.0 • •^'7� n ft i$ $ 28• 76.7 83.3 110.0 120.0 110.0 12" § $a 733 .77.7 110.0 120.0 110.0 201 •• NOTI••• foe • • 1 fes.--.. Ace Dote 32• 70.2 72.8 110.0 120,0 ltom t2•A • y(�q� ,•I'��,, _ '8 38'. 846 846 110.0 120.0 110.0 .0 �AD�10a, LapijS• ••A t t ,! 0 bUl '� not-aa w- i drawintl n4. WA W1 sao BI•o �• FOR A•.120.0 PSF•= 1%.34 SQ. FT. " ' W9$-1000.2• - W.0 -195.0 PSF *= 10.00 SQ. FT. sheet Sof 7 1/8'TEMP.GLASS 1/8"TEMP.GLASS 4V , tf g ASI SPACE 090'Soflat Clear And Cato,DID. AIR SPAM 090"SoRex CIw And Color Glass 1/8'ANN.CLASS BY Tod-CMn*d.Co: 1/8'TEMP.GLASS BY%ostrnm Omnicat Co.' W .076E Imox CP tYdh ACo Core �SEastman Chemical Co.Care Z INTERLAYERS .0 •Eastman Clamww-al Co.' 1I4TEl?)AYERS ASO"DuPont SenbyGfcm 090'DuPont Senby0fas Q 1/8"ANN.GLASS BY'Ed DuPont Ds Nemdurs 8 Co.,h1c.' I/8"TEMP.CLASS BY'ELL Want DR Nemours&Co..i.., SQUARE BEAD OPTIONAL SILICONE SRICDlE- ALL GLASS TYPES GE-1200 GE-1200 DOV 995 DOtw 995 ^� DOW 699 D0W 899to R SPACE CONSISTING 0Pe a . SETTING BLACKS SETTING BLOCKS METAL.SPACER AROUND 2/LRE - 2/UTE THE PERIMEIER OF THE GLASS.EPOM a 3/4" INSATED WUROMEITR 8515 B/4" INSULATED DUROMETER 0515 taTj a UL GLASS TYPE 'EA' GLASS TYPE '9A' PERFORMANCE VAL11E8 OF IMPACT RBS11SIM WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 4 90 81WtR06 9ECt9R1D - w&97"m REm m NO 81RRTFPS Rio Rm TO SRE09 5 11.0 7 POR 013,A7iew MTAXS RDU 10 SHEETS 5 ROOD 7 FOR 911 A1tAMN DEEMS P"M TO SHEEM 5 11RR1 7 FOR 913MLAM WASfill WINDOW DW OLM TYPE W GL40 TYPE'810' WINDOW DIME. GIASS HYPE'Re OTASS TYPE'SA' =DDff DIMS- GLOM TYPE'910' GLA89 TYPE'910' YADTH HBGM W.(+) INT.(-) bT.(+) On(-) WIDTH HEMJiI' W.(+) 1lR:(-) EXf.(+) 1M.(-) YADTH HIIdR off.(+) INT.(-) IXL(+) INT.(-) 26' 110.0 194.3 110.0 195.0 20' 86.7 88.7 110.0 169.0 19-1/8' 110-0 195-0 110.0 195.0 24' 110.0 181.9 110.0 185.0 24' 73-4 73.4 110.0 120.0 26-1/2' 110.0 203-0 110.0 195. V 28' 110.0 13" 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 110.0 1454. 110.0 1950 Z +� 30' J6' 110.0 - 129.5 110.0 195.0 30' or 6D.6 60.6 1104 118.2 42' 110.0 1251 110.0 195-0 'n 3Y 110.0 121.4 110.0 195.0 32' 674 57.5 110.0 112.2 19-1/8' 110.0 190.6 110.0 1950 w 36' 1079 ft'1079 110.0 1954 a 60.0 60.0 - - 26-i/2' 3� 110.0 1374 110.0 195.0 0.6" 97.1 97.1 110-0 120.0 40' �.O 60.0 - - 37' . 96.6 963 110.0 120.0 _ 4 4Y92.3 82.5 110.0 120.0 20' 68.4 68.4 110.0 12(!.0 42' 889 864- 110.0 120.0 20" 110-0 1684 110.0 196.0 24• 58.1 Still 108.3 100.3 19-1/8" 110.0 1445 1ta0 1950 24' 110.0 136.8 110.0 IOU 28' n, 48.9- 458 963 953 26-1/2' 60-5 99.7 104.3 110. 195.0 28" 110.0 1189 110-0 1950 30• 46.0 464 09.8 89.8 37' y" 74.7 74.7. 110.0 120.0 swt t0.0 111.0 110.0 195.0 3Y 43.6 43.6 86.0 -85.0 42' � 658 659� 110.0 120.0 � �Z�n 111111 32' 42' 104.1 foci 11010 126.0 38' 60.0 604 - - 19-1/8" .96.7 164.2 110.0 1950 3p 36' 0-5 It" 110.0 120.0 3Y 60.0 Bao - - 26-1/2,• � 74.9� 77.8 110.0 120.0 9-- 40' 83.3 83.3. "t10.0 120-0 36' 7C 60.0 60.0 - - 3Y � 60.0 60.0 110.0 117.0 42- 1 79.3 794 110.0 120.0 20' 824 524 l0t.3 101.3 42 1 60.0. 60.0 - 20" 110.0 145.7 110.0 195.0 24' 43.8 43.8 86.4 85.4 19-1/8' SSA 834 110.0 120.0 24' 110-0 421.1 110-0 186-0 28' � _38.1 38.1 .74.3 743 28-1/2"' 74-1/4' 48.6 98.6 Sag 90.9 28' 104.1 104.1 '110.0 120.0 32' 60.0 60.0 - - 37' 1-50.8 59.8 - - _ - 30• 48' 07.1 97.1 110.0 120.0 20" 414 41.5 1_me 809 37' 77' 66.3 563 - - e, 32' 91.1 81.1 114.0 120.0 24' 34.0 39.9 66.0 88.0 36' SU, 80.9 110.0 120.0 2'- 84• 544 - - # UMR MAY LOAMS TO 171.0 PSF- ill cit a :M ?2.8 wn-. ;14.0 120.0- .�:}• 9••:• ;1;2 _ - Nas 0l:a�d 42' 88.4 4M4 1160 120-0 32' 483 20" 110.0 1293 110.0 195.0 >Ic#SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY $9 D 24' Sao 1079 -110.0 195.0 SEE SHEET I 28' 924 92.5 110-0 120.0 NOTE: �• 30" 54- 64.0. 86.5 i1o.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 32' 1109 609 1104 120.0 •• ••• • • • • • •• BASED ON ASTM E13OO-09 (3 SEC. GUSTS) > J8' 71.9 719 110.0 120-0 • • • • • • • • • AND FLORIDA BUILDING COMMISSION - 40• 64.6 644 ttae 120.0 •• •i ••i i i i•i •• DECIARATORY STATEMENT DCA05-DEG-219 - 42' 61.7 81.7 110.0 120.0 • • • • • • -• • • •• *00 •• • f • •• Engr:DAVM PRODUCT RBVISBD zo' 958 112.6 110.0 _796-0 CNS, aro complying w11h Ow Ptmlds j 24' 853 95.4 110.0 120.0 FLAC.A 7 2 DaiWinscode r 28' 757 833 110.0 12010 NOTE: Asap W pat'jf;" �pi 9 ' W. 735 77.7 110.0 120-0 • ••• • ••• LOAI�/AREA L♦I�TS ': 3Y so' 70.2 72.8 110.0 f2a6 0 • 0 0 • FOR•161•IOZ, •1200 PSF = 16.34 SO. FT. BF R . AQi Dario Produce tb9lRel'` drowi no. 36' 64.6 Bale 110-0 120-0 •• • • •• • • •+i1O4D, x195.0 PSF = 10.00 SQ. FT. r , n9 40• mo 60.0 - - • •• • •• i,' _ W98-100 42' BpA 804 - _ ••• • ••• • • • �APR sheat 4of 7 • • • • • • • • • • • •f •• • • • •• •• ••• • 9 0 ••• • 0 INSTALLATION CONDITjONS 'ri etc� rR�.ME ( �PLIFQ ALI.:_ JTR SID3P,S1 FOR ANCHOR f.-RFVaAANCE VALVES SEE SHEET g 0 111flm ANCHORS _� wl SEE El" FOR'SPACM TYPICAL ANCHOW SEE SFHEET 6 FOR OESCRIFRON z 0" ACBdti SEE ELEY.FCR SP.ACBNR -. �. . SEE SHEET a FOR UESCRIPIION SEE SHEET L.FOR;OESCfW-MR. METAL a • 11AC.MBi' SEALANT .� S'EALPNi STS 1199 a °' \ N 2-1/2'MMI. INSTALLATION TYPE '1 ,f' BLS TYPE 11' � J�SjA1 t AT10N 7YP_ �t�j SCK T1fPE '2' ..- � �-- PRESSURE TREATED w PRESSURE TREATE6 . . .�. ... MCAL INSTAL LAMON OETA'i! Z-99AL INSTNII,►TION ATTACHMENT.TO ON ALL EQUR SIDES/USING WODO •XSALL SI WUSING WOOD METALTYPICAL am. n ,!a•Leal $W . ANCHORS FORR SPAdNO SEC TLEV.FFOR SP ELEV. ACHO TYPICAL ANCHORS SEE D*T..T S FOR O�idPT04 SEE SHEET b:FOR.MCCFnPTKkI•� :�,.�•+ -CE SHEET OESY)pIWTI(!N• .N_ IN`•' :z•i f I t t - - C4 V 3 SEALANT .+� 1 ' SEALANT,�\ f - i�.• +I z ZE cd It It I'll a (-: °'nv." .-OtH'.it IIiSTi1LtATIQN 3'r Ct7ly i �`�-•6UCK 04STAf.LATf9N HY OTHERSAUACHUMLA '. - I % ON I � L..t=�',:� ,';,m�.•j ! �s�.#��t`�E.'_.�t u~.� �I i�Iv alvl l� I WOOD BUCK TYPE '3' I WOOD-8=•TYPE'4' •M&TMM PRESSURE TREATED R . ) •:PRESSURE TREATED' TYPICAL INSTALLAM DEMAi. I •• • 1 EtNSTAI- s • LL FOUR SIDES/USING W0� 7f`7C"5 C•�i 4 ALUM CHANNEL .. i 7/4'X i,'X 3/4`X t/8'• OF 7--AHUA �Pw-x-)L;CTPXVWD2-?/2`LONG AT ANCHOR LOCATIONS .-go.0?98L, a92 °S=RI;�BwmlbcFIQ e • ••• • ••• • • - Du:Grmg Code • • • • • • • • ArxPHmnx A!o gN k I • • • ••• • • - iS.r�tretter+Date '/r�,�,��',�{� g • ..•'• • ••- • • -• ... -f�rti -Ko17 RY- 4d00U.BUCKS NOT BY CGI CORP., MUST SUSTAIN •.a' •- ••• r .. • 0; Al 7produty droving no. LOADS UNPOSED BY GLAZING SYSTEM ANDTRANSFER OR tON ALT. ANCHV&&j_ ' THEM TO THE BUILDING STRUCTURE. J — — sheat 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IN,9 DATION CONDITIONS RQUA7 TFC FRAME (APPLI S TO AJ;]a_�OUR SIDES �b5 FOR ANCHCIR PERFORMANCE VALUES SEE SHEET B . :. TYPICAL ANCHORS SFS EIEV.FOR SPACING SEE SHEEP 6 FOR DESCRIPTION Q 7z,' TYPICAL'ANCHORS TYPICAL ANCHORS METSt1CNRF.S. a SEE EL£V.FOR SPAGNO .. SEE ELEV.FOR Sf'AGNO SEE SHEET'B FOR DESCRIPTION SFE StIEII 8 FOR DES6RP7107V tJe`THK.ASN. A 2 Ile ;va ° v• •- •io •.ov•q.v-� °^ O•d� AKIN. "1MIN w E 2-IjT MIN. 2-T/2"MIN. —_.._--- INST I ATTON TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' a QtLTYPE '2' ,i PRE55URE,TREATED MMERS:PRESSURE TREATED Z 7YPICAI'INST I eTON DUN TYPICAL-INFEAL I_ATION DN' :. 7TAC MFNT TO K ON ALL FOUR ,�IDESlIJSING WOOD ALLFOUR SMAMING WOOD METAL STRUOMES. p t/6'Mea. -_.- - ANCHORS SEE E�' TTPWAL ANCHORS Nay TYPICAL ANCHORS TYPICAL LEV.FOR SPACING s (j M SEE El".Fit SPACING SEE ELEV.FOR SPACING- t f -T I SEE SHEET'6 FOR DESCRIPTIONn SEE SHEET 8 FOR DESCRIPTIONSEE SHEET 8 FOR DESCRIPTION i 1 11 .. 3 z Z ml FA 2 - - I'r `8=ea5fMtATION BY OTrfflti.- �BWK INSTALLAMON'eY OTHERS .. Al lACH ENi--tY ty- - �': APPROVED M IONS $$ $ I.MIN. .. I' Mel. INSTALLATION I WOOD B= TYPE 3 • i i •••WOOD BUCK TYPE '4' `o mmaw PRESSURE TREA7E0 • • •• • • • • 1 1 PRESSURE TREATED a N g Y TPICAL INSTAC�eTKMd DETAn • • • • • • • • • — •• ••TIfPiGA!•INST1tLlATIDN•DEML ' N ALC F ra SmFS�USING WOOD ON ALL FOUR SID95AISING WOOD .e ' CA'A. PRODUCFRSVIBHD • ••• • ••• • • FLA•PE O JOW2 'gm•PIYiu8%rilhlhortmib Acc5ltmm No .... • • • • ••� i • �.'�Q LU7 B Oats y • •• • •• • • • Pk WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ••• • ••• • • • ` n g P dravrtn no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER' i j.✓' THEM TO THE BUILDING STRUCTURE. �% 9$ ••• • • 'Ts' L sheat 5.1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PEMBNANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR 0PERFORb1ANCE VALUES OF RYSTALLATION ANCHORS U'ARS REFER TO SHEE!S FOR OEMU REFER TO SHM b FOR OETAU dNCR098 R/0 ARBAR CLIP AN(O101ia I=BNSAR CidP ANCROD W/0 BEBAR CIDP ANCRORB WITH som CMP ANCNW�W/O SIWR CIDP ANCHORS Willi tum c O a� HIESfOW A7M8. AT 17'O.C. AT 10'OA. AT 17'O.C. dT 10.O.C.. 1 omw DTR& A7 17'O.C. I AT LO"O.C. AT 17"O.C. AT 10'O.C. 10NWW muS. AT 17"O.C. AT 10"O.C. AT 17'O.C. -AT SO'O.C. MDTH HEDCNT E%T-(+)/INL(-)02(+)/64'L(-)E7R.(+)/H4L(-)EXTd+)/Wr.(-) MOIN HEOW aa.(+)/90'•(-)EXT•t+)/8+I•(-)Ex1'4+)/INL4-)76" ExL(+y94Td-•) vn07tt 1 BHT ocr.(+)/INT.(-)IXTd+)/UJTd-)ExLt+)JRJTd->Exr.(+)/R+Td-) � p' 195.0 195,0 1 185.0 32' 133.2 195.0 T&4 122.2 19-1/8" 195.0 185.0 148.4 195.0 24" 195.0 195.0 128.0204 172.0 36' 118.4 1895 679 .108.8 26-1/2• 26' 185.0 f95.0 107.8 161.8 28' 182.8- 195.0 110.8 147.48 20' 195.0 19SA 11&1 780.5 37' 195.0 185.0 77.2 11&9 30' , T80A t9SA - 10.12- "137A 24" 173.1 Iwo 992 188.8 _ 18-1/8• 193.0 195.0 161.8 195.0 150.0 19 0 3Y lam 195.0 96.8 129. 2aP 78" 14&4 195.0 85.1 136.1 28-1/2• J0-3/8' 191.2 185.0 1614 14&1 a f� 38" 5,0 8.0 114.➢ 30" 1385 193.0 79.4 127.0 37` 136.9 ta2.8 78.5 104.7 Q 40' 133.0 -180.0 73.4 - 103.2 32' 1 129.8 19&0 74.4 119.1 19-1/8' 103.0 195.0 1635 191.0 ��(�yyy 4Y 128.6 - _171.4 73.7 .9&3 p• - ta6.0 1954 132.7 196.0 28-1/Y SO-a/8' 193 2 199.0 110.$ 13&5 � p' 183.0 195.0 _ 132.7' 176A 24' 183.0 198.0 110.6 165.8 37" 138.4 173.0 78.3 99.2 < 24' 192.9 18&0 110.6. 147.4 28` � 165.3 10&0 94.8 �1422 19-1/6' 195.0 19&0 123.3 }8b.0 c 2E" 185.3 196.0 � 945 12&4. 3Y 184.3 . 195.0 a 8A 132.7 26-1/2' 155.5 195.0 894 455,8 yg 3 30' 154.3 195" 8&S 117.8 63' ----------- ----'--- _ 4Y _.._.._ -__..._-__-------- ------MS--- 3Y 1772 1848 838 117.8 b 32* 144.6 192_!1 929 719;8 4Y 98.0 171A 562 90.3 30' 128.8 171.4 T73.7 ....98.3 19-1/8' 195.0 195.0 130.8 195.0 4aY 115.7 154.3 66.3 884 26-1/2' 74-1/4' 184.7 195.0 84.4 151.1 - 4Y 1102 148.9 83.2 642 37` 1179 18&8 87.8 /0&1 w 195.0 195.0 154.8 1935 24' - 183.0 195.0 120.0 161.3 () Z 28' 1929 195.0 110.6 - 1382 � 30" 1a u 195.0 103.2 120A t �p 32' �" 1�9 195.0 968 ^12&9 f �XPICAL ANCHORS SEE ELEv FOR sppCR40 61 0j 393' 150.0 1675 864 1675 cc�� 40" 135.0 186.8 77.4 98.8 7 j4" DW- 1NHi(-.rmf a BY '�(FOmt63 M Fy-w KSQ S 4,2' 728.8 160.7 73.7 92.1 a KSI,Fj i/4" DIA t_n TRACON BY•E1 fYt• (FO-in K51, 1C9) N 20° 795.0 193.0 137.6 195.0 195.0 188:0 1 f 4.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24" - - _ 26• 171.4 195.0 98.3147.4 1-1j2' MIN. PENETRATION INTO WOOD po m 30• 1600 _ 1959 ata 137e THRU 1BY BUCKS INTO CONC. OR MASONRY ZZ12- 32" r80A -- 165.0- _ae.o - 199.0 1-1j4' MIN.'EMBEO INTO CONC. OR MASONRY $o- 36• 1339 195.0 76.4 114.7 DIRECTLY INTO CONC. OR MASONRY69 40" 1 20.0 160.0 611.8 1032 - t I 42• 114.3 171H 1 655 86.3 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 24V 193.0 1950 123.8 165924' .&14 cuc OR C I1Kf:Cnoe rt_� < 2 2W 184.0 189. 1a3.2 154.6 1 I INTO MI Mi-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .080') 28' 164.3 195.0 a&6 132.7 .INTO METAL STRUCTURES 30' 744.0 1954 62.6 123.6 STEEL 1 8 ANCHORS W/O$HEA CLIP AN HORS NXII HR �p j 'THK• MIN. (Fy = 36 KSI MIN. c 3Y �• 135.0 195.0 n.4 11e:1 ALUMINUM :•1/8'THK: MIN. (6063-T5 MIN.) ° sm.0 _._1910.0 ...6&8..._...--1031 ,_: ._._ -._ _ - - .- (ST£E 1 IN COW-ACT.WITH ALUMINUM 70-BE-*PLATED OR PAINTED) - 40" 10&0 182.0 619 92.9 4Y 1029 154.3 - 69.0 085 IYPI.AI EDGE DG4TA ' p" i9&0 195,0 140.7 - IS&O INTO CONCRETE AND MASONRY= 2-1/2'MIN. 24• 105.9 165.0 117.3 164.2 •• ••• • s • • • •• -INTOWOOD STRUCTURE = 1' MIN. ns.3 eat' 195.0 _ _190.6 t4u-7 • • • • • • • • • INTO METAL STRUCTURE = 3j4' MIN. 30' 66` 163.6 195.0 839 131.3, • • •• • • • • • 32• 153.4 195.0 86.0 123.1 •• •i i i i i i•i •• CONCRETE AT D.SiL}OR AM f6= 3=PSI MIN. it - WIFA 38" 136.4 1909 7&2 1095 •• 000 0• • • • •• C--90 HOLLOW/FILLEO*8LOCK AT JAI= fm a 2000 PSI MIN. .1!- 40' 122.7 Ina 70.4 9&5 - - ^'- -- 20' 185,0 1954 129A 180.8 E�qr:FLA.PE`7omt'.AHMA PRODIK•1•RRVISED ' g 24" 1875 1954 107.5 1509 PAYSa COMF %"m 160 VIO" lv 33 • ••• • ••• • • 0592 Bag ft, coda a za• 72• 180.7 195.0 92.1 129.0 • • • • • • • • • oA.ti.36� - 30' ISOM '195.0 864_ 120.4 • • • • ••• • • :_ Ameptumv2' 140.8 195.0 80.8 1 •• •• • •• •• • • • • • 'a...1264 '178.0 71.7 100.3 ••• • ••• • • • AP1D, 'St;t drma Ing 1w. fH�K; W98-100 t� l p Sheet$O7 • • • • • • • • • • • •• •• • • • •• •• a PERFORMANCE Y PERFORMANCE VALUES PERFORMANCE VALUES ALUMINXTU BUCK FRAMING DETAILS OF ALUMINUMBUCKUCC OF ALUMINUM BUCK OF ALUMINUM BUCK � $ INBTALIATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO 3REEi5 3 THRU 6 FOR W4WW CAPACITIES USE LOWER APPUCAM VAtME8. AlNDOR DIMS. w1NDOW DOW. 91NDOM DI516. ro WIDTH MIGHT if EXt4+) it0'4-) WIDTH HQOHT W.(+) INT.(-) WI1RH HEIGHT EXr.(+) 20' - 110-0 195.0 20' 105.8 120.0 19-1/8• 110.0 195.0 24' 110.0 196.0 24' 90.9 120.0 26-1/2• 28, 110.0 195.0 P' 28' 110.0 1885 28' 80.5 110.3 3r 110.0 184.2 0 112. 192.4 3D• 78" 7&3 104.7 42• 110.0 152.4 32" 1104 179.5 32' 60.0 604 - 19-i/6" i Ia.O teRo 38' 110.0 177.336• 804 604 26-1/2' 38-31r 110.0 1728 n 40' 106.& 145.1 20' 102.7 120.0 37' 110.0 156.3 }� 42' 1 97.0 120.024' 8&2 120.0 42° 95.7 120.0 �QQj 20" 110.0 1795 2e 78• 77S 120-0 19-1/8' 1 i0A 195.0 24` 110.0' 158.8' 3p° - 7J.8 101.326-1/2" 5/x, 110.0 154.7 28' 108.9 148.6 32' 60.0 604 37' 944 120-0 3tY42. 103.5 141.8 20' 110.0 1204 4Y eea 120.0 i 32" 100.7 13&1 24' 117.0 120.0 19-1/8' 108.3 148.8 i ei 38' 87.0 12Q.0 28" 84' 84" 117.3 28-1/2` �„ 84.8 1182 40' 05.2 12CW 30' 80.0 �.0 37'.. 87.8 93.1 = �t4 BMS I 4Y 95,0 /204 91 32• 80.0 .-6&0 42' e.0 60.0 AT 6'FROM ENDS 1 20' 110. 195.0 19-1/8' 110.0 154.8 17`O.C.MAX.AT JAMOS 28-1/2' 74-1/4' 88.4 118.6 24'O.C.MAX.AT HEAD/GLI. U 24' 110.0 177.3 •- .••r--� Z L�ryZJ�-(11 #14 SMS a, 28" 110.0- 1809 37' 60.Q 604 AT 8"FROM VM 30" 48, 110.0 134,8 19-1/8• 109.9 120-0 t7"O.C.MAX.AT JAMBS 32" 109.1 120.0 26-1/2" - 78• $4.0 1152 v 1.2 F 24 O.C.MAX.AT HEAD/SILL O ii ,t se' 7035 120-0 37' Bo.O W.0i H 1 o� 4 40• sole 120.0 t9-1/8" 108.3 120A 42' 954 120-026-1/2" 77' 82.7 113.4111 g 20' 110-0 17-01 - 37' - 80-0 BOA '� 1 .0 152.0' \ O2' M M r '28' 99$ 120.0 .. s Z Z udi �" �. 86.6 1211.0 ''q•.° -a'. .' '< •.'. i�f �+G 32' 819 120-0 4 •4': 'e. d• 0 4 O 38' 8&2 118.2 ':° ^ - e.I •'rtp A1.ANCHORS TYPE'A'OR'B' _ IYPICAI.ANCHORS TYPE'C' U 40" 822 112.7 AT 8"FROM ENOS AND AT 6"FROM ENDS AND r-----� 4Y 80.8 11.0E 2 1/Y WN,. 17'O.C.MAX.AT JAMAS 17"O.C.MAX.AT JAMBS 20' 110.0 193.2 EDGE DW. 17'O.G MAX.AT HFAD/STLL i"UK 24'O.C.MAX.AT.HEAD/S81 24" 974 IM.0 -- 28• se5 118.0 - . -TYPICAL ANCHORS: sm Em.FOR BPAGNC INSTALLATION TYPE-'t3'.. � 28Y WOW 8l=OR ETR .. _ 32'_ 60° 79 4 1108.8 A - I/4' DIA. MM-CON if BY`HILTi'(FU-163 KSI,Fy-157 KSI)- �IYpJC-AL C�.I$'T iA I ATtO t�DETAIL - - - . 38• '-.- 739 tots DIRECTLY INTO CONC.-OR-MASONRY ON ALL FOUR.glp S 1 MI 1 m 40'. _ eo.0 coo 1-1/4"MIN. EMBED INTO CONIC. OR.MASONRY � �-IV1L 42' SOA 80.0 8 - 1/4" DIA ULT•RACON BY (Fu-177 KSI.F7-155 XSi) 20' 110.0 171-0 DIRECTLY INTO CONIC. OR FILLED BLOCK •• ••• • • • ! •: 24• 107.9 120-0 - 1-1/4' MIN. EMBED INTO CONCRETE • • r • • • • • - _. .945 o ^ 28° 95.9 120.0. .2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS• •i ••i • .84� • .065 30" BB' 91.3 120.0 - • • • • • 2a • 32' 87.3 119.7 _ C --JH-M SM$-(MOM 2 CRS) •• ••• •• ;"'• • - 38' 80.0 60.0` - .982 t.125 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES Onr:,W NOW) PRODUCTRSVM •1 40' 98.0 60.0 1-1/2"MIN. PENETRATION INTO WOOD I• CML ssrnmptpineroaflhthePloifde , 20' 110.0 1545 • ••• • 0•• •.125 • 903 FIA PE i 70602 Baitdia9 Code a L24 974 120,0 TYPI.AI DISTAN[x' • • • • • i • • • CAN.3576 Acceple9m No �(`r 72" BAA 1179 INTO CONCRETE AND MASONRY = 2-1/2" M%• • ••• �-UOdINUK OPTK)NAL COVER �� DM91.7 112.0- INTO WOOD STRUCTURE = i" MIN. • 00 • • SM^T6B , q77.9 106.9 ••• • ••• • i A�.A�111j�� rvDd/e ejrProduct drawing 00. 60.0 BOA CONCRETE AT HEAD,SILL OR JAMBS to•+ 3000 P9 MIN. 111'7K 3 0 :814L. . [W98-10� C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm ='2000 PSI MIN. aa• sheat of 7 • • • • • • • • • • • •• •• • • • •• •• MIAMI.MAIDE M AIIAA11-DADS COUNTY DEPARTNIENT OF REGULATORY AND ECONOINIIC RESOURCES ER PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION ) 11805 Sly 26 Street,Room 208 T(786)315-2590 F(786).315-2599 NOTICE OF ACCEPTANCE (NC1A) �.miamidade eov/economy CGI Windows&Doors 10100 NVV 25*Street Miami,FL 331.72 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 Caving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below:The Miami-Dade County Product Control Section tin Miami Dade County)and/or the AHJ(in area's other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer Will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel.13011 Aluminum Fixed Winslow—L.M.I. A.PJPItOVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)' sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision E dated 07/21/14, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE 1AVACT(RATING:Large and Small Missile Impact Resistant LABELLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise erw se noted herein. 0000 RENEWAL of this NOA shall be considered after a renewal application has been McMad there llas been • no change in the applicable building code negatively affecting the performance of this jcodrict. ••• 0 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if' ees. 000there has br%vision or change • in the material ,Ilse, and/or manufacture of the product or process. Misuse of this NCAA•:! an e r ent :0 0 0 0 of any product, for sales, advertising or any other purposes shall automatically termitimate this NOA.Failure 0000. to comply with any section of this NOA shall be cause fortermination and removal of VIJAO0000 Goo 0 0. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade;Qoj y, Florida,•and •• 0 0• followed by the expiration date may displayed in advertising literature. If any:PorCob of tke NQA is 0900:9 displayed,then it shall be done in its entirety, 0.0.0 ' • 0000.. II\TSPECT1O11I: Acopy of this entire NOA sha909 'll be provided to the user by th8Omatti tgfer.0 its • distributors and shall be available for inspection at the job site at the request of the Building Officiar 0 0 This NOA revises_NOA##11-1031.06 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned;above. ' The submitted documentation}vos reviewed by Manuel Perez,P.E. MIA l•DADE OUNTY '� / NOA No.14-0731.05 "'• ,y � f Expiration Date: September 22,2015 �. � Approval Date: October 16,2014 e. rage 1, 14'r i•• -� �. L GG a r� 0.000• 00�i 'V "�•• �vi ,c�� •• y • o • 40� v ��p��L •••••� ny•• •9••r4 C' • �• A�J" • ••••••0000 ,,qJ �� •JC OCA ••• •• ti` r ,�. 'ell r' ••• A •••• •• ,Z •�,fy•• �y ` o' J 0000•• �� •��•' ,-i• ••-O' .,` „-.\ti `��.2 - � • y ,("' ••••}• '� cC '1_ .tee ��. `�` _n i i• �� .G � Z�' • i • a • ti � L � �� M� C � •• v,•, ell • • ' � ,�' •� J ��= Off, �� t� �,',.`�f:�� 0000•• 'off w".� •- - � ,;� _ �' �• see P CGI Windows & Doors NOTICE OF.ACCEPTANCE: RVIDENCE SU13MITTED A. DRAWINGS 1. Manufacturees die drawings and sections. 2. Drawing No.W10--02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision E,dated 07/21/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, PX. B4 TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by hurricane test Laboratory,LLC,Test Report No. UTL-0080-0103=10;dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-5'' Edition (2014), and of no financial interest, dated July 18, 2014, issued 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) 0000 E MATERIAL CERTIFICATIONS '....• 0000:0 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeIZ1+Cmotirs & gp.;ine. • for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expM49 bn 017I4717. 000000•0.0• 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemica'0 oma 0 A •••• for their"Saflex Clear and Color Glass Interlayers"dated 0619114}6xpirig d� ) %...0 05/21116. • . . 0000.. 0000 0000. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemll•�ompa (11A) •••••• for their"Saflex CP-Saflex and Saflex HP Composite Glass INWE" ers with PET •• Core"dated 06/19/14,expiring on 12/11/18. :0000: 0000.. . . . . 0000.. •• . • •.• 0 0 r 1Ylanue P.E. Product Contrb�l Ex Diner NOA No. - 731.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F- STATEMENTS 1. Statement letter of conformance, complying with FBC-e Edition (2014), and of no financial interest, dated July 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.HT-L-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010, signed and sealed by Vinu I Abraham, P.E. (Subtnittetd iuirder NdOA No,10-0510.13) G. OTHERS 1. Notice of Acceptance No. 11-1031-06, issued to CGI Windows & Doors, for their Series "130 Sentinel' Aluminum Fixed Window -- L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 0000 0000.. .. 0000 990999 9000 000000 0000.. .0090. 0000 . 0 . 0 0000.. 0000 0000. 000000 0 900 00009 . 0000 0.. . 0000.. 000000 0 0 0 9 . . . . 000000 0000.. . . . 999999 00 . 0 009 99 9 IA Man el ere ,P.E. tL..r Product Coutro Exa iner NOA No.1 31.05 T•,xplration Date: September 22,2015 Approval Date: October 16,2014 R-2 4V �a. . FLANGE Lw � WIDTH T -V Y ;•- � FLANGE TN D.L OPG. D.L. 1YP1CALELEVATIONS o 6•MAX16•MAX. \ to. .. 3 �/spt A m Al Mqk 1g. Ip �¢ -- m ANCHOR SPACING SHOWN HEREIN APPLICABLE - BEEFS ADFORSH FRAMES. FIN FRAMES. it .D • 11 11. fl fl I 11 Q M • II II CiT II II 11 H �� dW$ C ti 11 n ti 31 U Ji-----JA-=-_ 'Ji-----11---^ -Ji ii-----' --- ' ' ii ii n H li BUCK HEIGHT g u /! / SAA33 • � 11 it (�• n n u �/ I v �! ii ,KD.L.OPG. v II II 2ti j�xv L__-_ Ipx -__JL :s!_.11-...___ 21 _ __JL-/.l•_�L____ t9 O It II 11 II ' I v ' II 11 C 11 It v II ..'• 11 Ii 11 11 11 '�.• 11 11 _•- L—•ter=14r_: EI Jr______LL.___. II II '' Td II 11 to II e tl � on ,IS 6 P It BT 1' P d nanaaannaaaan_ap c v II -o y • N N n (SUWACE APPLIED) ta'MAX a•MAX Ta»ox 8•MAX _ t7'MNL $ SHORTER SiDES CORS SIDES CORNEl6 SFS FE ENGE & FLANGE ADAPT' ZML LEG FRAME c9 g WN"WIDTH WNDm WIDTH YAIa10Wl WIDTH WINDOW WIDTH WIDTH _ i — —� F— ---- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. I I 75 I ;, APPROVAL APPLIES TO"SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 • I j- s I go OF FIX./FDL OR FDL,WOW.WTTH OTHER MIAMI-OADE COUNTY 1 L J. @$ IN BETWEEN.WINDOWSAPPROVED USING MIAMI-DADE COUNTY APPROVED.MULLIONS - gill WINDOW WWTH WINDOW WIDTH Www WIDTH Y.WIDTH. DA)LAE OPEMNGS: tl S 5 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.LO. HEIGIT = BUCK HEIGHT - 3.00° WU APPLY TO ENTIRE SYSTEM. -I LES - - D.L.O. WIDTH n BUCK WIDTH - 3.00' - I I r 7�I TMS PRODUCT HAS BEEN DESIGPEO AND TESTED TO COMPLY H O THE it �jlI % LAM. GLASS � REQUIREMENTS E THE FIARIDA•LBULLDNG CON*" HIGH MELOOMY • •• .,1 ,'� INSULATING LAM.GLASS �m•o„ HURRICANE ZONE(HVHZ). • -• • • • • .•; �' �, • .• s• • • • • •' LARGE MISSILE IMPACT LOAD BUCKS BY OTHERS,MUST BE-ANCHOTa fa PROPEQIi iZ TRINSl�R• ••• • r I SMALL MISSILE IMPACT . .LOADS TO THE STRUCTURE. • •• • • . • • • • • • • •• L J �''"� Pt OOttLr RadtsED �! ANCHORS SHALL BE AS MATERIAL SPACED As POND y ALL SETAJREBS ANCH3Rs �� s�EVIS s E6dBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -7 . ANCHORING ORA=CONDITIONS NOT SHOWN IN THESE DETAILS ARE THEb�S'INDOH5 ARE RATED FOR LARGE g SMALL MISSILE IMPACT.( BWWI"Code NOT PART OF THIS APPROVAL• . • 6411110 � a•• • SHUTT ARE NOT REQUIRED. _Jt `T' Aa�Pla�a No(�-(I 1(} A LOAD DURATION INCREASE IS USED 9 OE1IGN 01 ANCHOf�WTO W0�ONLY.�• � -- ---• {,�02014 � �i� MATERIALS INCLUDING BUT NOT LIMITED TOm9rEa,/0mTAL6CREMst THAI• • • LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE'OR SIMILAR CAN BE p YO D F� t. draWng no. I7EWIRCOME EITMENTS OF-THEFLORIDA.-BLDGOTHER O CONTACT*WI � ��MATIEWAS SHA:�A1;EEi • Isl{AWa IN DOTTED LINES AND ROHTAIN6dGALLOWAIiLE LOADS FROME WINDOW SHAPE WITHIN SI)UARE OTHOSETSF#APES LJ ` t W1O-02 sheat I or-a-) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48" 48" 48" _ BUCK WIDDI .a_BUCK WIDTH BUCK WON �I LEL T�IONS �� a ML OPG. .._._.._ D.L.OPO. - - O.L.OPa. - _ 6'6f4X. 16"MIXlIAX.`� CORNERS I SIDES 1 �• cTs�. lz1 11 d d 11 9 U it II II ❑ It II it II 11 11 it I _ II II .. ---JL--__- ___ i! II If If it'=--ti - BUCK WITH {�1 u n u � u u , D ••Z �{ c4 ii ii i ii O.L.OPG. 4i F m if S. .____JL_____.U_____ io= .-JL__'�_1L_—:_ d Ii Ii @ y�4 •� -r---u II �' J f 0 11 It II II aj A 11 !I ti H y `i\�•�. k d 11 I II it ;l • H — Ir-----7r--- ,�. II H m btu 11 dt 'y L'fd u a P � ii ql 11 II bl 11 11 Fn I' ii II - it Y) 11 II It it II It tl it u ❑ If It ------ . _ o a d, if 111b�� _=lk-voce= 0 L�j . ly A In FALSE MUMINS . - (SURFACE )— SAtCHT. HEWAD/SILLSTRAtGFif B TRtMX. 18"MAX �- CORNERS STRAIGHT Z Z. ',y� . SIDES- CORNERS SIDES SIDES FIN FRAMES . I ALTERME SHMES AS SHOWN ON SHEET i ALSO AVA MILE FOR FIN FRMIES (? L yo�i�1-�an • • • • • • • • • 4 m O O m •• ••• •• • • • •• Enyr..'AVAD AH1N0 e PRODUL7 RSVl58n FIA ,70592 as eadplyin%VO ft Flod" Cly4.3935 Bttfptlog Coda . Aecop•acoxdt4•D 1.()�r �' • ••• • ••• • • `"'E.. � »>� ' nate 2[tf� � g •i i •• i • • + • : / ?,.J I I40zglli ade Ptodaci Cmitro�.,. ll+dmwing no. ••• •• ••• •• • • (1CT'a2�14 ✓ W10-02 stle9tt.tof 6 ••• • • • • ••• • • a DE410N LOAD CAPACITY-PSP DIJON LOAD CAPACUr-P8P. W t4 U FLANOE DD18. BUCK DIMS. OM68 T1O'P8'NB'C2`MASSE TYPES Va'DI'l PIANOS BUM BUCK DLM8. Imm TYPES'C'8'Cl'CLASS-MES` &Dl' I ' _ ll•.R� o ' WIDTH(W)kENM Q WIRD!M LENGTH(L) W4+) IW4-) ExT.(+) I INA(-) WIDTH(Yl)LENGTH(L)WIDTH(9)LENGTH(L) W4+1 INT.(-) E7f1'.(+) INT.(-) .• �Y 24' 23' - 800 80A 811A 804 24• 23• 30A_ 80A 86.0 80.0 s . 30' 29" 60.0 $0.0 BOA 80.0 7O` 29' 80.0 80.0 .80.0 , 80^0 �: L g J8' 35' 80A su 80.0 $0.0 36" 114' j3° f 1Y 73.0 730 - aQo_ BOA �..- 42' .38. Ai• 35• -80-0 80.0_ 41` 40' 61.4 51.4 80.0 8041 ' 48• 47' Bob 80.0 a" 80.0 24• 23• 80.0 80.0_ 60.0 90-0 A 84• 53• 8" 80.0 80,0 804 30• 29' 80A Box, 80.0_ 880.0 .. $ •r4r .y h 80' 89' a" 80.0 80.0 .80.0 . 120" 35• !18' 72.4 72.4 80.0 80.0. - V pftlt 61` 1 80' 1 SDA 80.0 s.0 I 80.0 38' 1 411:9 au 80.0 24" 23• 80.0_ 80.0 . 80.0 723 72.3_ 80A a" 60.0 SOA _80.0 80,0 _80.0 24" 21 38•` _80.0 solo a" 80.0 30° 26" �0 80.6 80A 800 JO' W 80.4 80.0 80.0 _800 WIDTH AND LENGTH DRADMONS CAN BE 018ENIE0 ' 35' . S?t' 120' --• _... YERTK;A(lY'OR HOR20NTALLY AS SHOWN A YE. 36" ;. 42• 48` 41' .47• 70.2 70.2 BOA' .BOA_ 39' 38' 6u•4 46" 47' a13 81,3 80:0 500 - S4' S3' 81.3 61.3 80.0 $0.0 80" BU cx DIM TIT- 159 61.3 612, -60.6 ACA 8I' Im• 61.3 81,3 80.0 alio OEM WAD CAFMA--PBP 24' 2S 8010 80.0 80.0 50.0 FL ME DING. BUCK DIM9. Olm TYPW'0'&'CI'GLM TTPB7'$'8.04' sa' 29 W0 �0 BOA 80.0 WIDTH(t)LENMH(L)WVX(9)LIMM(L) M +) SM(-) E7fL{+) si11.() 38• 35• _80A'. 80.0 80.0_. > .0 19--I/8' IS-1/8" - 80A . _ 8D.0 60.0 $OO Ft/I4tiE.DRS• --.----..,_1 ,;, . 42' b0„ 41' -101- 70.2 80.0 ... 0 29-I/2" 25-1/2" 80A 80A BOA d0A - I•., 48' 47• 613 813 HOOT 80A 37' 36' 80.0 90.0 BOA. 80.C.. _ BUCK 0848 d' 54' S]' 84.3 843 lib 72b 46' 2B• 47° �• 80&^ 80A �. 80A $OA 1'"-_._�-"_ .._ �1•: .. . 60' 69• 464 488 661 83.1 83-1/a° 52-1/B• 80.0 _8O0 BD.O BBoIx 61' '60• -48.6 48b- 6&1 65.1 61" 80° 801 au 80.0 80.0 . 24•• 23' 80.0 80A 80,0 50,0 18-1/B• f8-1/8• 80A�6OO _ .o -soA - SME R n g 30• 29' BOA Bob_ 80.0__ 80.0 26-1/2" . .25-1/T" 80.0 80.0!-_ 90.0_ _6oA .f h M JT1•' 36• 36' 'BOO. BOO 8O0 .'80.0 37` JB' BOA SDA_ 80A_ ._BOA* 0 "S n x-3/8" 37-3/8' - - :.. ... C 3 42' ?2. 41' 71' 70.2 70.2 BOA 80.0 4S" 47• 77.1 7_7.1- 50.0 T 80.0 1... BUCK DOTS 48" 47' - 61.3 - 013 80.0 BOA 53-1/8• 52-1/8' 77.1 77.11 80.0 80.0 p 54.3 $4.3 72.5 1 72.5 8 Y 60' 77.1 17.:- BOO ODA .. C 60' S0' 48.5 48.8 B&1 88.i 78-t/2' 78-1j6' 80& BO.O 50.0 - BOA 61' 11 1 48.0 48A sgA 94.0 26-1/t 25--1/2• SOC --o.. _90.0 80.0 24" 23' DOA �.0 80A 80.0 37' 36" C0.0 80.0. 80.0 BR?! �- �• 29' 80A sob �.0 80A 4a' 47• Bt�� _81,3 80.tl_ _. 80.0_ -' ._ .._..--------___...._- _ 36' 3S' ?B.2 78.2 aD.o 80A 65-1/a` 52--1/8' 49-8(8' -b3A 5� -YA _:7.4 fIUL•K DBdS 42• 94. 41" 83' IDA 70A. 80.0 80:0 61' 60° 58A Y5.0 7Z4 77.4 ' 4b" I +' .. �- 01w t u0.:. 111 _ 111 74-Sri" VtP _7� 774 - s.� �. I. _ :.gy- 5"w •i2a- 72.5 e:-�/:" 2R,3 i.. .... .o n �e a 58' 8S" 52.4 ".82.4 ..65,6 694 19-1/8" 18--1/9'- (tA ,bu.O WA. 24' 2r 804 80.0 80.0 aO0 20-1/2• 25•-1/2' .- solo 80A_ BOA _ solo FLANGE D S JO' 29" 80.0 80.0 BAA 8O0 37' or 38' 80.0 60.0 �A 80.0. . 36" S7• 35' s6' �7S.6_ 7&B 80.0_ _BOA 46' 47' u2 61.3 813 42' 41" 65$ 85.2 _4&I.0- .p 53-1/8° 52-1/8' 55.3 583 _ 73.7 ---7b.7 NOTE: - .. 0 ��a& ••. Or 47' 60.8 60.6 BOA ai• 8U• I 48.0 48.0 '64.0 sa.6: GLASS CAPACITIES ON THIS SHEET ARE 49` 48• 58.6 58.8 - 60.0 4•sa• 01 79-114'0 • • 74 1 �� B -• / r6t' 46b 46.5 81.8 Ess &'ISED ON ASTM E1300-09 (3 SEC. GUSTS} 24' 23• solo 80.0 8oA 80.0 • 19-1 i •.1 -!/e" 8po soo 80A �.o AND FLORIDA BUILDING COMMISSION - UECLARATORY STATEMENT DCA05�DEQ-219 0 30" z9' mo _SOLO 80.0 aO0• • 2•-1.4' ••• 25.0/2` 90.0 w _80.0 60.0 So.O - 36' SWIdibg(bd4 102' 3S' 101• 74.8 14b 80. _ • •37a • • �• 78.9 784 _8_0.0 60.0-1 •�Or.JAYAO MAD t'ftg1)11C7'ftEVISIF D .. -42•' 41' ._.65.7_ 65.7 _SDA) 80.0 •48" • 'e•,• •47* 75• 813 61.3 -_90.0 80.0 rLA t�7069T a4�PI44115 th6 FMtWe o ( - 45' 59.3 59.3 80.0-. -80.0 53-1/B' 62-1 f8' $53v 59.3 73._7___73.7. ! MAXCAN. Acwpwm NO 0 24* 23' VA 80.0 80.0 80.0 d1• go' 48-0 48.0. 64A_ 84.0 ' l �DOZ ori 80.0 sy 38' LOB' 3.5' 107' 7].B 73b Ef1A. 80.0 41 { pIR:t4OR SPA"TC!BEOAS PFR".SHEETS 1 & 1.f .r '•�' Prcded .! 09 4z•. t 41' 82.4 82.4 - .0 •0 t _i.-.-'- • . • L 6T 2014 "• • '--j W10-02 44' •. 43' 58.1 59.5 Sao• 80,0 000 • • • t ehttet of • • • • • • • • • • ••• • • 000 ••• • • • 3/16"•AFOL MASS 3/19.'HFAT STRWD GLASS WW"Safex TP-Safl".aad Safi"HP b75''Saflax GP SoOdt and Saflex HP a • CampdsRas Class lateihyere WBh,PET Core' CompoeBae'•Ghsa Interloyere WBh PEI'Care' '� or .. .'Eastman ChwWc*l Co.' -.. by'Eoetmca.Chmakal Co.' g . . M"-'Soft cisai and Color Ghee htetrlayers' .090•'Sonet Clear and Color Gloss Instrloyers' 6 j CL 'i�aelman ctw!lo 1,Co. :... g'East"W.Chemical Co.' . 080."'DuPont•SentryCkp,Interlayer A90''DuPont SentryfBos kterloyer' by EJ."ant DaHfemou!s Ai�Co.- by EJ.DuPont DeNemdtrs&Co. 3/19`HEAT STRENb'GLA55 3/19'HEAT SFREWD MUSS ^ 6&< SIUC04E SILICONE p:�1 GE 1200. GE 1200Q� Z Dow Comm-Big DOW CDWRC$99 t .DOW CORIMN0199$ ? DOW CORNING 995 11I rami ES 1 t •.. g E3 1 ; t t t X � . .us AT 1/4'PO9GS ON im AT 1/4 PO S ON LITES n . ... .:'._.. 1PoDf1t THAN 39'; LRS.. W16fR it" ' 666111 GLASS 'D'TYPE GLASS TYPE T/19'GVERALL.. GLMAK GI '7/16'OSS r LAK GLASS O W (L.M.I.:& S.AI.I.) o i •3/16"ANN.GLASS. 3//s°HEAT'STRWD GLASS (4q)��nn 3 ..075''Saftex CP-Saftex mW Saftex HP '.075°'Saftex CP-Soflmt and Softmt HP O cq;R Cgmpoattes•LSoss.Intedoy6ce•Weh PET Core' Gomposeos Close Interkyers With P.ET Core' C 3 3%8"'A6t.SPACE - bx.'Eaetman Chamicol Co.' 3/8"AUL SPACE by'idaetman.Chemtool Ca' - Z ZU-L„ or or 080"'SARex Ctew�and.talar Gloss Inetdoyers' AHD''Soflex Clear and Color Glass Imtrhryere' - o- 3/19'HEAT'SFFWD(BASS by'Eastman Chemk A W.- � � by'Eastaton Chemical Co.' .. �,!�p Or. 3/19'HEAT SIREN;O GIAW or U S .m'''tfuPdd SenV)vWvInterlayer' 090•*DuPont sentryGlae Nterhyar' E.—•-----, DuPont'DaNernaus.&Cp. by E.L,DuPont DeNemours&Co, SILICONE . 1200 3/19'HFAT STREN'0 mm 3/19'HEAT STREWD MASS C �COMM M99 DOW COJMCK 999SILICONE 0 q� t ,. , •;\.�DOW CORMNG*995 .. '� 061'CORNAG 995,. t. _ ... ... 4 i t Ell t P i f4 ! it Sl mE � bi DOW CORNM 999 1N;i� DOW CORMW 995 m $S>4 d 6 .. O •:•.i ..4.06 • • • • • R c m u n W h," •. • • • • • • • • 0PTIOPTAI`Ad 914G DETAIL AT 1/ US 4 ALL.Svzt • ••- • • • • • U9 AT 1/4.P ALL SIZES c E • •• • • • .• •.• • GIASS TYPES 'C L' & GLASS�TV •• ••t ••• ••• • • ••• GLASS TYPE 'DL' Etty:JAYAD PRODLJCi'RUVISLLD 1 •t ..'L•..oV�MI.I.tNSUL:LAIL CLASS 1'OWNU DIM-LAIL MUSS CfY0. (L.M.I.:ONLY) � 'rs 7050 nmwraet�alts Rtaeldo � 38 LrNo apdretiat • • • • ••• • • i drowirlg no•'�' IN ORDER TOf it SMAU,gl:SILE 2&ACT RA • • rQ �� W10-02 EXT€RIQR PLY OF GLASS TYPES 'Cl & '01' MUST BE EMPET-D. , sheet 3 of 6 • •• •• • • • •• •• ••• • • • ••• • • CONCRETE AT HEAD.SILL OR JAMBS re a 3000 PSI MIX- TYPICAL INSTALLATION DETAILS __.......— INTO CONCRETE AND MASONRY 2-1/2v MIN. C-90 �OW/CEO BLOCK AT JAMBS fm - 2000 Psl MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF SYINDOW INTO-WODD STRUC7uRE = 1' MIN. �Y INTO METAL WRUCFURE- 314' MIN. WSTAUATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X IWSTAUATION DETAILS INSTALLATION DETAILS INTO METAL , s WOOD BUCKS INTO CONCRETE BUCKS OR WTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MUtIiONS.' C FLANG FLANrF TYPIC&ANCHORS FI {i I/e MAX. FLANBUCKGE p h$fit tl a TOR Sl ACN6 METAL . t TYPICAL ANCHORS ORS v STRUCTURESEE 16. 1 IELEV TYPICAL ANCHO wowwowS FOR SPACING c.V 'v. M2 SEE ELEV.M2 FOR SPACING am _ - � Et > ' MY '• v I. TYPICAL MbHORS I + ° SEE ELEV.' E3 1 - l layFUR SPACING E1 V .. WO(>a BUCK W 1 /4'MAY. .• .�__ ..... _ � n� � Q Ids EQUAL LEG EQUAL LZ EQUAL LEG a a y� _.WOOD BUCKMETAL. STRUCTURE WW UC7URE C� a. TYP=L ANCHORS . y( p II SEE ELEV. iI M2 9 T 1,OR SPACING02 1 • � LL E2 i\ TYfiCPJ.AFR'HOkS q p ,p 1A3 S2 -SEE ElEV. -:9 .. - FOR SPACM d c _... ... '� '- _ .. per•• SEE !1 TYPICAL ANCHORS ."-fOR'$PACMG - VSEE ELEV. WOOD BUC1<. FOR SPACING ... _ .._ .._ ..___ �L •. .. B$$$$ bi o �•aK a� W000 BUCKS AND METAL STRUCTURE NOT BY CCI WDW. w g d 5 •• ••• • • • • • •• MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM a m v o W TYPICAL ANCHORS: SEE ELEV.FOR sPAcwa (GRAZE 2 CRS) AND TRANSFER THEM 70.THE BUILDING STRUCTURE... •• • • • • • �Pl10 RIEALL:TR:CTi4 i • ? �° DIA. TAPCON BY 't1YV' {fvat2O K51•Fy>e92 K9) • } - !� • A,, I/4' DUC ULTTLACON BY'ELCO' (fu-'177 KSI,fymlS5 RS}f •49MML•42 Gto MIN•(1; -6 3ff KSI MIN.) El. =�— i9ti)OI)C7 REVISGD I �v INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM 1/8'TNK. MIN. (6063-15 MIN.) �fK i 70582 to camplyiopwiq,iNoflaida o {STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0A L L Dalmaa code $ 1-1/2* MIN. PENETRATION INTO WOOD AecqWnl g THRU 1BY BUCKS INTO CONC, OR MASONRY ••• •.•#14 MOLOJU DRAtW (Gum 2 CRS) Nacyirnlioatete t� S A ��.. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY• • iPlTO Td COUN:o j PROM MULLIONS (MIN. THK. _ .090 4, Munn x(10drawin8 do. DIRECTLY INTO CONC. OR MASONRY • •• {� SfI90411, 0 S � • • • v 1-1/4" MIN. EMBED INTO CONC. OR MASONRY f r/ sheat of 6 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• .TYPICAL INSTALLATION DMAILS ._—.—____ ._ !O d THESFS DETAILS ARE 'TYPICAL ON ALL FOUR SIDES OF WINDOW B TALlAT10N DUALS TM IX q�STALUI7NON OE7AaS THRU 2X INSTALIATION DUALS INSTALLATION DETAILS INTO METAL--MU -- WOOD B=INTO CONCRETE BUCKS OR INTO'WOOD STRUCTURES DIRECTLY INTO CONCRETE STI lCTURES OR*INTO APPROVED LLIONS 6, 8 TLANGE ADAPTOR FLANGE'ADAPTOR MANGE ADAPTOR FLANGE ADATO 1/4"MAX. SEE VIt} .ANtli0R5 �+I SEE .EV. SHIMS BUCK FOR SPACING .. METAL it STRUCTURE TYPICAL ANCSEE A .o LIZ'-. fp 03 � M2 >}' - FOR SPACWG L ANCHORS {fly t�j (F3-S) Y <.o. _ M2 ?j \..;/ _ S2 3 y PACING i � •�EBEG E2 1 rE S2 '• iVPIG11:AtPcNo� M2 A vt . •• 1 - SEE ELEV. °. 18Y FOR SPACINGIv Q WOOD BUCK E2 p O1 �ij ,F ----- j 4 --- 1/4"MAX. 1/4•MAX UCK H - BEK;MT T 2 31V MIN. . - - CAP .: GAP _i (A N r WOOD STRUCTURE t/2•MIN. a . NOT By CON 12 CL z i Em FRAME 1 M2 --- al TYPICAL ANCHORS; SEE ELEV.FOR SPACING (GRADE.2 CRS) ------' 1NT0 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD A-1/4" MIN. PENETRATION INTO WOOD 1 -BUCK DEPTH SHALL BE 2%". THE*USE OF DEEPER OR - / ' B BEVELED WOODBUCKS 1S HOUSE wwBY V EXTERIOR gig $�S PERMITTED. NCFr s Buck wmn+ • i - • • •• r-=----_== • 2.505 trent�.`PA$Y d @ttprmrsr DESCRIeTTOR .MATERw. MANP./SOPPt1E1t/REMARgB E7• -Ix,*I's - 4/-W W.' FLUSH RRANE 6053-T8 10 -1 E2 . Cm=1184/W�'7. FULSH fWi6tE/FIN FRAME 8063-T8-. :_._ca^iii a/i"N. -owmic.�AD(LAM.WSS) 6os3-i8 912E4 '-Cm-123 4/WOW. •OLAENG READ(IAM.MSUL TA M) tW83-TB.� ES CGI-110 4/.WDW. NAIL FON ADAPTOR 603-TB - a —cm-109 d/WOW. FRONT FLANGE ADAPTOR .6063-TS - - ... ..__ MS CGI-382V AS R ROD. GLA2M SULS WlYL PVC - WROMETER 75-80 SNORE A O; -1.335- - M2' Cm-124 AS REOD. SCREW CWFR-OPfWNAL PC - EI M3 Cm-112 AS WM. RIM FRAME OWER PVC - - FLANGE FRAME M4 OPTIONAL: GLAZNG ANGLE(1 X 1/2 X 1/8% em-T5 -c! M5 s 2/LRE SErI W BLOCKS � vvm DUIWMETER 8835 SHORE A �t8 52 110 X 1-1/N' 2/-CORNER ASSEMBLY SCREW KL PN SMS ST/ST JApp 912ZtO 1.� TYP. [----� Q FLUSH FRAME/FIN FRAME T--.578 4 T'P• I WELDED JOINT 7.784 .�P AT ENDS ^ IM OO GLAZING.BEAD (LAM. GLASS) 0 z .120 D %sq 050 1.000 U .995 - ';YP: ---[.125.ice. .. -1./84 Ea G1AZM BEAD (LAM. 1NSUL GLASS) GLAZING ANGLE (LAM.1NSUL GLASS) CIRCULAR.WINDOWS t 7.450 RECT. OR sauARE WMIDDWS S I l teD. . § 1.550 1.580 ji�j� 9 YP. CORNER DETAA S sD ••• • i i i ••• i i ••• o•�' ary o •• g• •• • • • • • 9 gga os • • • • • s•• • • • • • • • • • • $G •• • • •• • • • •• o ' � - NAIL FIN ADAPTER Es MANGE ADAPTOR Ervr:JAVAD AWA* .WDUCritumrD FIA.PE 70582 CAM es wmpj tg with the Fwd. t 1.385 1.118 '• ••• • ••• • • Ou"ngQ.de S • • • • • • • • • Aeccpte.ce Na ' ��.180 • • ••• i • •• • • L'rpit.R.0 Dau. Qllr -OSQ •• • •• • • • �•; n1• I D D(1s 050 1087 • ••• • • • c '7 M ' A&P t drawing rro. 0�"- ti62094 W10-02 M3 FLUSH FRAME CORER M2 SCREW CMR t' slt.et 6 of 6 • • • • • • • • • • MIAM1,1111111 I°MDE MIAMI—DADE COUNTY,FLORIDA + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) w^wiv.miamidade.Qoy/eeonomy CGI Windows&Doors 10100 NW 25 Street Miami,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 ivhereallowed 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 inaterial fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: "Series--238"Aluminum Project-Out Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 9,dated 01/21/99 with revision"G"dated 07/31/13, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami:Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the•Miami— Dade County Product Control Section. 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• •0 0 0 0 '0 •• • • 000000 LIMITATIONS:Glass lites wider than 36"shall have two setting blocks per l:SC iranente. � :0000: LABELING: Each unit shall bear.a permanent label with the manufacturer's nalMO Dor logo,ocity,0state, • • model/series, and following statement: "Miami--Dade County Product Control Apprg"a no ©Igerwise • noted herein. 0 060000 •••►•• • 0 • 0000.. REVISION of this NOA shall be considered after a renewal application has been f4ea•and there-,% gcen 0 no change in the applicable building code negatively affecting the performance of thi%prtV&t. 0 0 •••••0 TERMINATION of this NOA will occur after the expiration date or if there has been a rVvision or milge 0 0 0 in the materials,use,and/or manufacture of the product or process. Misuse of this N©&hs an enddrstPliOent 0 of ally product,for sales,advertising or any other purposes shall automatically terminate this NOA'Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The .NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire,-NOA shall be provided to the user by the manufacturer or its distributors and shall Ile aVl�i.lable for inspection at the job site at the request of the Building Official. This NOA renews NO.A.ft 1.2-0214.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval dtaciapt r�ityritioned above. The submitted docuW' nta�lt as reviewed by Jaime D.Gascon,P.E. .t -, a 4 "• MMM +• �" NOA No. 13--0606.05 IIII MIAMI DADB COUNTY �'(.4 �� ®` "'�• Expiration Date: October 31 2018 ,�• ., Approval Date: August 15,2013 �fi tE .., ',4'i ®a• Page 1 r, i 0••••• •� �v •"i• �� o ••�•• ��s••�-•v .d�•oo 00000 • C •,.� • • � •:••••� i • �••�•�� r �� t •• !��• •/� as •• w ••• • /� •••••• t �, �. .ter• _+ •° '�"t•• `tom ~=` JJ. - `n t �{ „�\ i \ `e, S CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1010.03) 2. Drawing No. W99-04, titled "Series-238 Alum. Project-Out Window", sheets 01, 01.1, 02, 03, 04, 05, 05.1, 06 and 07 of 09, dated 01/21/99 with revision "G" dated 07/31/13, 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 201-94 2) Uniform Static Air Pressure Test,Loading per FB C,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test, Type "B A" hinged window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F.588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of aluminum casement, project-out and fined windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0301-07 and HT"080-0905-07, dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA No. 08-1010.03) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203943 ••••• along with marked-up drawings and installation diagram of an alumanum projedt- out•• • window, prepared by Hurricane Engineering & Testing;•Inc: Repor;O'1V0.'s0 9• • HETI-08-2143, HETI-08-2144, HETI-07-4298 and IEM-V7--4187, dated:.,..-. 06/27/08 and 07/17/08,all signed and sealed by Candido F. FonT,P•l`� 9 • ... • .00090 0000. (Submitted under previous NOA No. 08-1010.03) es 00 0 9•• 3. Test reports on: 1) Air Infiltration Test,per SFBC,PA 202-94 -9.9: 0• • 0000.. 2) Uniform Static Air Pressure Test,Loading pW SFBC,P.A�P2 94 • 3) Water Resistance Test,per SFBC,PA 202-V 0*00 0 ••• 4) Forced Entry Test, Type "B N' hinged wdov, Grade•f 0, T` per :•••• SFBC 2411 3.2.1, PA 202-94, per ASTMsV X88-94'ad d der AAMA 1302.5-76 Test"A! 3.1.1 through 3.1.3 Test"C" along with marked up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s PTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by Yamil Kuri,P.E. (Submitted under previous NOA No. 96--0717.04) Jaime D.Gascon,P�E. Product Control Section Supervisor NOA No.134606.05 Expiration Date: October 31,2018 Approval Date: August 15,2013 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per SFBC,PA 201-94, 2) Cyclic Wind Pressure Loading per SFBC,PA 203-94, along with marked--up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-00804303 96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall,P.E. (Submitted under previous NOA Is No.'s 96--0717.04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 02/01/12, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-0214.05) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co., Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01r/.L4(17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Compan*r-SMA)•••' for their"Saflex CP--Saflex and Saflex HP Composite Glas;a:pte?layers Atli •;;• PET Core"dated 03/28/13,expiring on 12/11/18. ...••• 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemienl'Company JMA) : • for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13;exilioi m ••••' 05/21/16. 0.00 *0000 F. STATEMENTS ...... 0.000• 1. Statement letter of no financial interest,conformance and complying with F 2U10, ;• issued by Al Farooq Corporation,dated 05/06/13, signed and seal;�-t j Javad-Ab- mad, • P.E. •• 1. Laboratory compliance letters for Test Reports No.'s RTL4080-030147 and HTL-0080490547, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA No. 08-1010.03) Jaime D.Gascon,—P.E. Product Control Section Supervisor NOA No.13-0606.05 Expiration Date: October 31,2018 Approval Date: August 15,2013 E-2 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4287, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 08-1010.03) 3. Laboratory compliance letters for Test Reports No.'s FT1,4055 and FTI -1019, issued by Fenestration Testing Laboratory, Inc., dated 10/18/94, signed and sealed by Yamil Kuri,P.E. (Submitted under previous NOA No. 96-0717.04) 4. Laboratory compliance letters for Test Reports No.'s HTL-0080-0303 96 and HTL- 0080-1107 98, issued by Hurricane Test Laboratory, Inc., dated 09/08/96 and 12/23/98,all signed and sealed by Timothy S.Marshall,P.E. (Submitted under previous NOA Is No.'s 96--0717.04 and 99-0329.02) G. OTHERS 1. Notice of Acceptance No. 12-0211.05, issued to CGI Windows & Doors for their "Series 238 Aluminum Project-Out Window - L.M.I.", approved on 05/03/12 and expiring on 10/31/13. 0000 • 0000.. • 0 • • 0000 . • 0000.. 0000.. 0000 000000 .....0 0000• 0000.. 0000• . . 0 0 00 0000. 0000.. 0000.. .. 00 . ;••;•; 0000.. • ;0000. • 0000.. • . 000 ff Jaime D.Gascon,11.E. Product Control Section Supervisor NOA No.13-0606.05 Expiration Date: October 31,2018 Approval Date: August 15,2013 E--3 4lINDow. S`'CTIONS FLANGE ER1b1kIE WINDOW WIDTH —� It (�VI VENT WIDTHWN_2. — D.L.OPO. /'� 6`MAX.TYP. - 3 p (q 1 --- ERS q %.CORN !I\ ii gg N 04 IA O _ 1 z FOP, GLASS TYPES, ,a ,/2• 8 A _ REFER TO SHEETS 3 AND 4. 10'OR 17 .O £SHEET 6 SURFACE APPLIED w O to v ' tz B - FOR CAPACITY FALSE MRN TINS , Y y 3 DJ.OPO. D.L.OPO. 2 1/1 OPTIONAL Q, V) t" VENT WIDTH WTM ,` TYPICAL ELEVATION 2 �� FRAM) N (FLANGE WaNDOV_YIIDTH, _...._..._—<+ o a WINDOW WADTH O .M o� EXTERIOR N Z z o 30 I o— PRODUCT'Rmsim%180 i as cowplyin3 c'iffi dw Florida n U x a BIdWIngCodo iJ _, CA6,tc> 6 MAXIM MULTI POINT LOCK Accapwxc No 9 TTY TRUTH' BxP�4nu�8Ri�%'T�JJ�O'.Zc^ CAM LOCKS ALT.70 CAM LOCKS }...�`. >T 2 LOCK POINTS zMMaD ALLSSmMIAX.WOW. LOCK autaProdactC' P�Nts FOR MULLION/MULTIPLE UNITS, REFER TOO >3 a a SEPARATE CGI MULLION N.O.A. p 7 1111 INSTRUCTIONS: NATES: THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPAC USE CHARTS AS FOLLOWS. • • • r0.e-DN7oE(HVHZ). BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. S a •• 009 • • • • THE FLORIDA BUILDING CODE INCLUDING RICH VELOCITYDETERMINE DE9ON WAND LOAD REgwIIEMENT BASED • • • ON WIND VELOCITY,6U)G.HEIGHT,WAND ZONE • •• • � • vlppd g q BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE?STANDARD, • ••i ••• • LEADSM TO STRUCTURE. C%r.JAVAD AHM a STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LAAO •• OwlANCHORS SHHOWN AU.BE AS LISTED,SPACED AS SON DETAILS,ANCHORS C CAPACITY OF DESIRED LASS SIZE/rfPE. FIA P£ "m 0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A.It STEP WITHC CHART ON SHEET 6 THAN ANCHOR DOPMN SPE • ANCHORING OR RI>)OtNGRG CONDITIONS NOT SHOWN IN THESE DETAILS ARE INSTEPABOVE,H DESIGN M01 THAN DESIGN LOAD SPECIFIED • ••• • •NOT PORT OF=HIS AL. STEP 4 IF ALUMINUM TACK SYSTEM IS USED USE CHART ON • • ••• A X04•DUR AN CREASE IS USED IN DL5M OF ANCHORS INTO Lv00D ONLY. �lalrlg llc. SHEET 7 TO DETERMINE CAPACITY. .. •_ • • ••MATERIALS tCI.UWZ BUT NOT LIMITED r0 STEEL/METAL SCREWS, THAT W99-04 •TS EP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ••• • ••• • REQUIREMENTS THE FLORIDA COME INTO CONTACT WITH BLDG. CODE SECTION 2003.814,DISSIMILAR MATER14LS SHALL MEET THE p I L/4 2019 SHALL APPLY TO ENTIRE SYSTEM. t1VV LO J gh0at t of 7 • • • •9• • 0. 0 00 • ••� i• • • 0• •0 •• • ••• GENERAL WINDOW SECTIONS WINDOW WIDTH `o//p�It V EQUAL LEG ERA_M._E VENT Wtrfli 1i WW-1 1/2' Z m D.L.OPO. _ O WW-0 1/2 r.I a m M IA HEAD/SILL A •� 7 - I CORNERS �� / tQ; U I SNUBBERIV a 3 $ �� .�- F1 / j; •�I; \ �_c=� Na 4�apC Il It w S i •------ 14 1/2' B rt• 1 t n 10'OR 17' v FOR GLASS TYPES, SEE SHEET 6 SURFACE APPLIED PACITY REFER TO FALSE NIMRINs OPTIONAL 7 a SHEETS 3 AND 4. 1 TYPICAL ELEVATION y IA B 2 L--Z�.OPG. D.L.OPO. 2 1/2' (EQUAL LEO FRAME) N M e� 3/4" VENT WIDTH . _ VENT WIDTH 3/4' Z Z I , WR700W WIDTH ....._ wwooW WtpTft EXTERIOR c 3 - CAM LOCKSMAXIM MULTI POW LOCK � ® 2 LOCK POINTS ALT.1O CAM LOCKS a R 2 �AU.SIZES . _ MAX.WOgV. LGGK B WIDTH POINTS bi n 42' 2 7 • • • • •• 83^ s & S Be so . FIA.PE 9a 70592 t ODUCrRMMD • • to ao olyi tP wI 1 Thee PIaW�d/ �-�-• CAN. 1338 • ••• • • • • • Huildir.R r�/2 c.�a7 t,�r� . .. • • • •. ••• • • Acerynaua tib .._ • : • ••• • • • • 8xfka1lan,t>aro /�p�3 ,rowing no. • W99-44 •; .. ..: :• -�0 P,��a,�..->`� AUG 9 2093 _____ ••• • sheett.ter 7 2.62s 2 5/6" 2J17S 6757 u 5 ses 1-000 1.307 .040 TYP.tO J � L 09 1.675 � aces N e.efs 2.485 1.438 .080 TYP. ______.__._._ 1.222-•� 8� h tt CORNER KEY CORNER KEY v p� .060 T19CK ST.STEEL .082 THICK ALUMINUM FLANGE FfiAME VENT (5/18" LAM. GLASS) C Q 2.075 ......L757...._.. o 4 z G 7a6 •A90 TV. 1.057 1975 y(q e6 , `'^} 720 2.485 2.715 1�J._j YNT CORNER .080 TYP. $ i.824 $ p ALL FRAME ANDVENT CORNERS TO BE EQUAL.LEG FRAME VENT (INSUL LAN.MASS) SEALED WITH GE SILPRUF OR EQUIV. 1757 Q in in ITEM PART 0 HLVANnTV BBBCRm4ToN MA?MAL MANP./Bill"LIER/RKMARIM `� 4 1 C01-373 4 FWNM FRAME -TO INDALEX OR EQUXY. 990 TYP. m fA_ _ CGh397 4 EOUAL LEO FRAME 6D83-TB MAIM OR COW 1373 2 C(0-378 4 VENT(3118'LAM.GL/SS) 6083-76 1NDALEX OR EQW. t V V �,, j•N M _._.___._ .720 Q gM 5 28 CGI-381 4.........VENT(INSUL,IAM GLASS) 8083-TB NVDALEX OR EOIUN. op 20 COI-385 4 VENT(7/18"LAM.GLASS)... .. a083-TB INDAtE7f OR EOUN. 1.430 N Z y 3 CGI-375 4 OGEE OIADtifi BEAD 8083-Tb INtVJ.EX OR£1fU1V. 3A M-306 4 SWIM OWING BEAD - _ 8083-T5 INDALEX OR EQUIV. O n 4 4 4 .060 THICK COINER KEY ALUMINUM - L347 N V p s - s DID THICK twaRER KEY ST.srEFJ - VENT (7/18`LAM. GLASS) 6 AP-425 AS REOD. FRAME WEAIHERSTWIPWG SCHLE00.APnM 7 0200 X190 AS READ. WENT WEATHERMOVING SCHLEGEL.Q-LON ,754 8 35-10-00-101 2/VENT 4 BAR HINGE,AT JAMBS STEEL TRUTH,ATTACHED W/(8)IS X 3/8"SS SMS 9 24-13-00-2 2/VENT FACE MOUNT LOCK STE0. iRUTHi,A77ACHED W/(2)®8 X 3/8'SMS .383 9A - 2/VENY MUIri PgUNT LOCK - - / f0 .......... _2/YENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL Cot,ATTACHED W/(2)010 X 3/8"SS SMS o ggg��ggg HHyy Iy 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - .617 I 010 X 1-i/4"SS SAL4 CGI-375: OGEE GLAZING STOP I .753 I • • • • • ••• .908 930 0 o 13 a R •• 06* •: • • • • • • .817 0-1-1-1-1- ••• •: :•: ••i :•: ••• CGU-396: SQUARE GLAZING STOP ` •i ••• •• Er-OA AILAHMAO tv VRODWr RUNIIWBD FLA.PE 0 70592 1 o as co+m.A7N19 witl�Nfaw FJot1a�Buddift ! • • ••• � �i• Ac1g Noy FRAME CORNER :•• •i• ••• • •• � Crowing no. •; :. • ..: �• • • )�.iyiHUAI Dox FNuduNE'oe VN99-04 ••. AUG q 20v • 3/18'ANN.CLASS 3/18'HEAT STREN'D GLASS ANN.('LASS 080 Softex Clear oral Color Glass Intenoyer By Eoetrtron Chemtool Co.(MA) 090 SoOex Clear and Color Gioav interlayer .000 SaOex Clear and Color Glass Irttertoyer 75 Saltex CP-Soft"and Saflax HP Compostite Glass By Eostmon Chemical Co. (MA) *Y 1 By Eastman Chendcal Co.(MA) WTERLAYERS .Interloyer With PET Core By Eastman Chemical Co.(MA) 07S Sof4ox CP-Sotlex and Softex HP Compoetita Claes / 090 DuPont SentryGlas VAertoyer '"TERIAY£RS' inter$W With PET Care By Eastman Crxrmidoi Co. (MA) O • 1/8'ANN.PASS By E.I. DuPont Be Nemours&Co.Inc. 090 DuPont SentrAos InterSILICONtaysr -� By Lt.DuPont Oe Nemours dC Co.Inc. P d CE-120 3/16"ANN,GLASS 1 LE-1200 3/18^HEAT STRENb GLASS GOV 995 1 9 .� 'j OPTIOSQUARE NAL DOW 799 SILICUK 6 SILICONE ALL CCASS TYPES tI ! GE-IIf00 i! d DOW 995DOW i DOW a" 11 DOV 899 T 1 rKg n 6/16- NOMINAL 7/I0" NOMINAL 7/18" NOMINAL 0 cif GLASS TYPE °2' GLASS TYPE '3' GLASS TYPE '0' i0" PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Lal. 11�gq g� NO SHUrTOW REaURM No Slivrtm itm Wo NO SHUTTERS REtlURW Q Z Q RUM TO SHEETS a t11RU 7 FOR nA7AUAHON CEO" REFER TO SHEETS 5 THIW 7 RA Bi9TALW110N DUAU DEER TO SNEEfS 5 TIM 7 FOR INSULLAlION OEM 0'r WINDOW DIM&. GLASS TYPE'2' GLASS TYPE'&' GLOB TYRE'`6' WINDOW DIMS, GLASS TYpE'2' GLASS TYPE'9' OI•A89 TYPE'6` WLN170W DRdB. 611.098 TY7'S'2' OI,A89 TYPE'6' 611.089 TYPE'8' U WIDTH HEIGHT EXT:(+) INT. (-) W.(+) 1M.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) 7M.(-) EXf.(+) IM.(-) WIDTH HEIGHT EXT.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) 1M. 24" t LOA 185.0 f LOA 195.0 110.0 105.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 W 110.0 195.0 110.0 195.0 110.0 1850 --__.-- _1_111. _... z 28° 110.0 1950 110.0 1950 110.0 f95.0 28` 104.1 104,1 110.0 195.0 110.0 120.0 38-3/8" Imo 180.6 110.0 195. _ 110.0 1950 {$ 30' 110.0 194.3 110.0 195.0 110.0 195.0 30' 97.1 97.1 110.0 198.0 110.0 120.0 19-t/6" 50-5/8' 110.0 1445 110.0 195.0 110.0 195.0 36' 110.0 181.9 ItO.0 195.0 110.0 1950 48 36" 80.9 80.9 110.0 120.0 t10.0 120.0 W. 104.2 104.2 1100 195.0 1104 195.0 O 42' 110.0 138.6 110.0 195.0 110.0 195.0 42" 89.4 69.4 1104 1 0.0 110.0 1204 74-1/4' 63.0 830 110.0 1984 110.0 120.0 W 24° 48' 110.0 121.4 110.0 195.0 110.0 1954__ 48" 80.7 60.7 110.0 7200 110.0 1120.0 28' 7_10.0 195.0 _ _110.0 _195.0 110.0 1050 54' ad 107.9 1079 110.0 195.0 110.0 1950 24' 107.8 107.9 110.0 7950 110.0 195.0 38-3/8° ....1100 137.5 Fi0.0 1954 110.0 7954 d ---'--- 80' 95.4 95.4 110.0 1950 110.0 120.0 28" 92.5 025 110.0 120.0 110.0 120.0 28-t/2` 50-8/8' 104.3 104.3 110.0 195.0 1104 t9SA M CV o _._........... � �N^� 68" 73.4 _ 73.4 110.0 120.0 170.0 120.0 54' 30• 88.3 88.5 110.0 120.0 110.0 t20.0 81' 77.9 77.4 710.0 120.0 110.0 1204 72" 58.1 WA 110.0 120.0 110.0 120.0 38" 71.9 7t.9 110,0 120.0 110.0 120.0 1 74-1/4"1 46.6 46.6 110.0 120.0 110.0 1 120.0 � 0 78' 43.8 439 110.0 120.0 170.0 120.042" 61.7 61.7 110.0 120.0 110.0 120.0 28" 110.0 145.4 110.0 195.0 110.0 195.0 z Z 84' 34.9 34.9 t 10'0 120.0 f ta0 120.0 24' 954 954 110.0_ 185.0 F 1010 120.0 38-3/8" 98.8 917.6 110.0 194.5 110.0 120.0 I y��{ 24' 110.0 194.3 710.0 188.0 110.0 188.0 89, 28' t733�- 83.3- - -7104 120.0 110.0 120.0- 50-5/8" 74.7 74.7_ 110.0 720.0 110.0 120.0 `� " 28' 110.0 166.8 110.0 105.0 110.0 195.0 30' 77.7 77.7 1104 120.0 110.0 120.0 63° 600 110.0 110.0 120.0 120.0 120.0 N UQz ..............-- -_ .-_ 1111 30' 110.0 155.4 1,10.0__._. 195.0 110.0 195.0 30" 844 64.8 110.0 120.0 110.0 120.0 26` 110.0 128.1 170.0 195.0 110.0 185.0 36" 110.0 129.5 t 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 42" 38-3/8' 88.8 88.8 110.0 120.0 110.0 120.0 3W42 410.0 1174 1 110.0 195.0 110.0 f95.0 88' 28` 64.2 84.2 110.0 120.0 110.0 120.0 80-5/8" 85.8 85.8 110.0 120.0 7104 720.0 48' 97.1 97.1 110.0 195.0 110.0 120.0.1 30" 60.6 60.6 110.0 120.0 110.0 120.0 26' 101.3 101.3 110.0 195.0 110'0 120.0 54" 86.3 86.3 110.0 120.0 110.0 120.0 24" $6.1 58.1 110.0 120.0 110.0 120.0 -1/� 38-3/8" 88.6 66.6 110.0 120.0 110.0 120.0 61 60' 77.7 77.7 110.0 120.0 110.0 120.0 72" 21Y 48.9 48.9 �i 10.0 120.0 710.0 120.0 $ 66" GOA 60.6 110_0 720.0 110.0 12010 30" 46.0 46.0 110.0 120.0 110.0 120.0 72' 464 46.0 110.0 120.0 110.0 120,0 24" 43.8 43.8 110.0 120.0 110.0 t 120.0 g 78" - - 110.0 120.076" 217' 38.1 38.7 110.0 120.0 110.0 120.0 a 12 2 24" 110.0 181.9 110.0 195.0 110.0 1950 30" 110.0 720.0 - 28° 110.0 138.8 110.0 195.0 110.0 two 24" 34.9 34.9 1104 120.0 110.0 120.0 •• x 30" 110.0 129.8 110.0 1950 110.0 195.0 z6, 110.0 120.0 - - NOTE: 3g 36° 107.9 107.9 110.0 1950 110.0 195.0 • • • GLASS CAPACITIES ON THIS SHEET ARE 9215 92.5 110.0 120.0 110.0 1�. •; : • • ; ; : • PRODUCfIRMNEYVFd) BASED ON ASTM E1300-04• (3 SEC. GUSTS) 0- 42' +.n 48" 80.9 80.9 110.0 120.0 110.0 �20A • •; ; • ••• •• sot{�mq�elvith the Florida AND FLORIDA BUILDING COMMISSION 50'` 77.9 719 110'0 120.0 110.0 1 •; : • • • ; ; •• Aeeetnaua5 G?(ea.C7r�DECLARATORY STATEMENT OCA05-DEC-219 t 60" 649 649 110.0 120.0 1104 >�0 ••• •• • R C •A U0' Eery:•4WAD AHUAO ' x CPAL 24' 110.0 _136.8 110.0 195.0 110b _195.0 NOTE. S y" ,F FIA E 70.692 0 28" 110,0 118.9 _ F10.0� 195.0 110.0 195.0 LOAD/AREA LIMITS muni two Product Coafry-._„ "N•ss 30" 110.0 111.0 110.0 I95.0 110.0 795.0 • ••• •ice +i LO C6 •-;9 O PSF - 10.00 SO. FT. 42` 36" 929 92.5 110.0 120.0 I10.0 1W.0 • 4V 79.3 793 110.0 120.0 110.0 I .0 • '•• • • • 0 0 0 drawing no. 48' 69.4 69.4 110.0 120.0 110.0 78.0 •• • �• • • AUG ( W99-04 54° 61.7 61.7 110.0_..._,211.0 110.0 +ESO • ••• AUG 1 2013 st�eet3ot�-7� • 1111 • . . .0. :' ': 1/8'TEMP.CLASS 1/8"TEMP.GLASS p��+ AIR SPACE AIR SPACE N! 1/8"ANN.GLASS Aso Saftex Gaor and Color Class Intedayer - 1/8'TEMP.GLASS 090 Sofia Clear and Color Close Intodayer By Eastman Chemical Co.(MA) 8Byy Esstmen Chemteal Co.(MA) Q OK OTS SSOex CP-Saftex and Soflox HP Compostite Glass .075 Sof1aH CP-Saflex and SaBex HP Compostite Glass t4TERLAYERSInterlayer With PLT Core 8Y Eae4non Chemical Co. t•MA) KTERLAYERS Interlayer With PET Cara BY eokmon.(2lernical_Co.OPT 090 DuPont SwArp"Inter 090 DuPont SentryGlas Interlayer 1 By F.J.DuPont Oe Nemours&Co.Inc. By EJ.DuPont Do Nemours&Co.inc, SQUARE BEAD 1/8"APBs.CLASS 1/8"TEMP.CLASS ALL CLASS TYPES k SILICDNE - SILIC=GE-1200 GE-12110DLIV 899 995 Mv 995 .�� DOW 999 AIR SPACE CONSISTING 0F: :»:".....IJ I ! SPACER METAL SPACER AROUND 0a 3/4" INSULATED 3/4" INSULATED THE PERIMETER OF THE GLASS. • GLASS TYPE '2A' GLASS TYPE '3A'PERFORMANCE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUS9 OF IMPACT RS=ANT WINDOWS PT3MRUWCE VALUES OF IMPACT RESISTANT WINDOWS J 07-Z y3 NO SHUTTERS FAVAMV0 No SHUTTERS Kong EO NO SHUTTERS RE URM yy REM TO SHMIS S 1HRU 7 FOR RISTAUATM WARS FOU TO SHEETS 7 11ft 7-MR OWADAM BE7AXS FAM TO SHEETS 5 THRU 7 FOR ak4TALtAIM DETAfiS .46111 W d WINDOW DIMS. Ctm TYPE'210' Own TYPE'Se WSIDOfl DIMS. CLASS TYPE`910' GLASS TYPE'810' BIPIDOK DIMS, cum TYPE'210' GLm TYPE'SA' �---� wim HEIGHT EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 199.(-) T1miH HEIGHR EXT.(+) 1NT.(-) ERT.(+) tKL(-) o _ 24" 110.0 195.0 110.0 195.0 24' 110.0 121.4 110.0 195.0 28" 110.0 195.0 110.0 195.0 Z -- 28° 1104 295.0 110.0 195.0 28" 104.1 104.1 110.0 120.0 38-3/a" 110.0 190.5 110.0 185.0 . 30' 1104 194.3 110.0 195.0 �, 30` 97.1 97.1 110.0 - 120.0 19-1/8" SO-5/8" 110.0 1443 110.0 19&0 j In 36" 110.0 181.9 110.0 t95A_ 30" 80.9 809 1104 120.0- 63' tO4.2 104.2 110.0 195.0 O 42" 110.0 238.8 110.0_ 795.0 42" 69.4 69.4 110.0 120.0 74-1/4" 83.0 83.0- 'f0A 120.0 0 E 24" 48' 110.0 121.4 110.0 195.0 48" 60.7 60.7 110.0 1Ia.4 26' 110.0 195.0 ,f0.0 18&0 K 4 54' 107.9 107-9 110.0 195.0 24" 1079 107.9 110.0 195.0 38-3/8' I= 1375 'f0A t�.0 60" 95.4 95.4 110.0 120.0. 28" 923 925 110.0 120.0 26-1/2" 50-5/8" 104.3 104.3 1104 195.0 ;S � 118" 73.4 73.4 110.0 120.0 54" 30" 88.3 88.3 110.0 _120.0 63" 77.9 77.9 '�1OA 120.0 72" 56.1 56.t 109.3 109.3 36" 719 719 $IDA 120.0 74-1/4 45.6 48.8 90.9 90.9 (33M 7a" 43.8 43.8 85.4 85.4 42" 81.7 81.7 110.0 120.0 26" 1(OA 145.4 f 10.0 195.0 N Z11 _Z Li 84" 34>9 34.9 884 48.0 24' 95.4 95.4 f 10.0 120.0 37, 38-3/8' 98.5 985 110.0 120.0 $g^ aa• 110.0 104.3 110.0 295.0 �' 83.3 83.3 t 204 120.0 50-5/8' 74.7 74.7 110.0 120.0 28" 110.0 168.5 110M 195.0 30" 77.7 77.7 110.0 120.0 63" 00.0 L 60.0 110-0 117.0 30" 110.0 155.4 110.0 195.0 38" 644 849 110.0 120.0 213" 1f0A_......-128.1..___.,110.0_._.._195.0_ -1 36" 110.0 1295 110.0 t95A 24" 73.4 73.4 110.0 IRR 42" 38-3/8" 865 86.8 110.0 120.0 , 110.0 111.0 110.0 195.0 66" 26" 64.2_-642 110.0 120.0 50-5/8" 855 65A 110.0 120.0 48' 97.1 97.1 110.0 _..120.0 30" 60.6 80.6 110.0 116.2 -1/g" 26" " 101.3 101.3 110.0 120.0 S4" 88.3 86.3 110.0 120.0 24' SB.f 58.1 109.3 109.3 38-3/8 885 885 110.0 720.0 is€ 60' 77.7 77.7 1104 120. 72" 28' 489 489 9&3 95.3 >>R 66" 60.6 80.6 110.0 11&2 30" 48.0 1 4&0 • 80.8 89.8 72" 46.0 464 89.8 19.8 78" 24' 45.8 438 85.4 8&4 78" - - 2er 38.1 38.1 74.3 74.3 $ � 24" 110.0 161.9 110.0 195.0 Se 24' 1 349 349 680 684 28" 110.0 138.8 1 SO.0 ...IS&O NOTE: 53 30" ttoo 56.5 110.0 laso FROour.rRMN-rt11) GLASS CAPACITIES ON THIS SHEET ARE c - 36' 1079 107.9 110.0 195.0 •• 1000 • • • • • •• 1b l�fylaga 61thaFlorldR BASED ON ASTM E1300-04 (3 SEC. GUSTS) 36° - • • • • • • • • • SaltdfagCnd4 �C>&.05 AND FLORIDA BUILDING COMMISSION 112". 92.5 92.5 110.0 120. • •• • • • • • a��eL�u�� /�l2 DECLARATORY STATEMENT DCA05-DEC-219 z_..__..._.-__......_.., 41r 80.9 S0.9 110.0 120.0 •• •• • • • • ••• • D OZB 54" 71.9 71.9__ _110.0 120.0 • • • • • • • f ••• 000 •• • • • ••• �.--. a1'�ti Ener.JAVAO.0191.00 H 1 9 a0" 84.8 64.8 120.0 120.0 NOTE: N 24" 110.0 1389 110.0 195.0 LOAD/AREA LIMITS Fu E 0 7o s 29` 110.0 11&0 110.0 195.0 FOR +1100 -120.0 PSF = 16.34 SO. FT. 30` 11010 112.0 I to.0 195. ••• •0• ••• •e• +116.?i-195.0 PSF ® 10.00 SO. FT. $ $ 42" 38" 925W92.5110.0 120.0 • • • • ••• ••• • • •• • • • • drowHng no. 42" 79.3iio.o 12o0 • •• • W99-04 48" 6.4110.0 120.0 ••• • ••• • • • 954' 81.7t1O.0 120.0 AUGP1VU 9heeY 401 7 „_,• ••• • • • • ••• • • INSTALLATION CONDITIONS FLAtAGE FRAME (APPLIES TO ALI, FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORSI SE ACING O SEE SHEEP S FOR DESCRIPWN ttz /-SEE ELEV.EL FOR SPACING SEE a" FOR TYPICAL SPACING SEE SHEET B FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES I 3/8" t SEAL/MIT ._.._...._..._.Y SEALANT -C Y �`g(7pE AyC c 9 :° � 2 1�/8 •O a a.fit' a`.r Vi n� 2 I/9' I V �` - 3 e1I.N 2- 2-f/2"MIN. list INSTALLATION TYPE 't' WOOD BUCK TYPE T. INSTALLATION TYPE '2WOW BUCK TYPE '2' h�IE&196 PRESSURE TREATED MATER:PRESSURE TREATED TYPICAL INSTALLATION DEN L TYPICAL INSTALLATION DEW ATTACHMENT TO g ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES o oto a SEE M./—SEE SHEETF DESCRIPTION ESE OR SPACING SETT 6 FOR DESCRIPTION SEE ELEV FOR FOR SPACM TYPICAL SPACING �^ SEE SHEET 8 FOR DESCRIPTION y3J CV M I 4 3/8" 00 O 3 M SEALANT SEALANT tj 27/R' w BUCK INSTALLATION BY OTHERS ., ° .° BUCK INSTALLATION BY OTHERS cap 11 ATTACHMENT TO t"_ION. Y il2a. APPROVED MUWONS � WOOD BUCK TYPE '3' INSTAUATLON WOOD BUCK TYPE '4' $ 212 MATE 8I86:PRESSURE TREATED MATE(pg{:PRESSURE TREATED TYPIC_-& INSTALLATION DETAIL TYPIGA IN TA LA7j{�Tl DETNL c $ ON A FOUR SI S USING WOOD •• ••• • • • • • •r v1 0^c 6 • • • • • • • • .agN ALLOUR SIDES/USING 3/4"X I-%3/4•4•R 1/8`••. •• • • • •• nqr.JAYAD A14M •° o 2-f/2'IANG ptq ^+ AT ANCHOR LOCATIONS RA PE 70592 Jai • ••• • • {'RODUCC[UiNI?tYDCAN D • • • I • •. • • • Ay Canl,tyt•�9 r.INihe Flmtd9 // ,�.,,,��rr • • • ••• • • Rtdl•1n;L Codrlr9Jr��_ / �tl:.^'.LlJ ....__..___ AcetptrJr:ehb ZZ6, tG� •• • • • • • • • • drovtin no. W000 BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • •• • • • b3>4pSmf(ou}lata .��2p28 9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• 1SLT.,ANCHOR LOLLATI0�1 W99—C}'F THEM TO THE BUILDING STRUCTURE. A401 WITH SHEAR CLItLli DedaProsWctCm�a3i.. INSTALLATION CONDITIONS EQUAL LEG ;S—m'_, __k QT_ IJM � FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 M� TYPICAL ANCHORS �M SEE SHEET E FSPACING 60R DESCRIPTION Z t TYPICAL.ANCHORS METAL SEE ELEV.FOR SPACING g�TYPICAL ANCHORS SPACING, sTRUCTURES SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION 4 1 13/8' I h ....._.... ....-, 04 a IN 2 1/6` LL of r vQ .va "�' v !' Y'• MIN. I-MIN 2-1/2'WN. 2_1/2'MIN. INSTALLATION IYPE 't' WOOD BUCK TYPE 't' INSTA I TION TYP W000 BUCK t PRESSURE TREATED ,MASER PRESSURE TREATED TYPICAL INSTALLATION DETAIL ]YPICAI INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ~ 0� METAL STRUCTURES � a a yi TYPICAL.ANCHORS M TYPICAL ANCHORS SEE EL ..FOR SPACING 1 0 M n SEE SHEET 6 FOR DESCRIPTION I 0 3' SEE EtkY.iTNt SPACING SEE ELEV.F�t�SPACING � Z� SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION I g I 1 3/8- I $ v _ i r-- Q e oQY .<a 27/8' : a •.v• a 21/8' vC aQ .° �.v •'` MIN. o ` BUCK INSTALLATION BY OTHERS o •6UCK INSTALLATION BY OTHERS ATTACHMENT TO I APPROVED MULLIONS g 1'MW. re n -�{�- - • • • WOOD..BUCK TYPE '4' 6ETYo lie h h ESSURE FAT•D • • • • • • ,MAT PRESSURE TREATED _ TYPICAL INSTALLATION DETA!1 •• •i i i i i•• •_ ~c S USING WOOD •• ••• •• • • • •• INSTALLATION DETAI ON ALL FOUR SIDEL / ON ALL FOU SIDES/USING W000 E"r. AtWAD � 1 N FIX C N • ••• • ••• • • y '.0 D" • • • • • • • • • PtiOAUC'C 1LGh`E�tlEO $ � Ri _ • • ••• • • uy cmnply'n,w;thUm FlmWa WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • • •:: :• • • • ••• q)1>aeE (� Sn9 • • • Aireepfnnco Plo rowi no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• -04 THEM TO THE BUILDING STRUCTURE. $p- dW99 =a _..._.. ._. p1Gun;Dasa Pwdnct Contras-� sheet 5.t of 7 • • • • • • • • • • ••• • • • ••• • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF iNSTALL41YON ANCHORS PERFORMANCE VALUES OF IN31'ALLATION ANCHORS �3 REFER TO SHEET 5 FOR DETAILSRMTO SHEET 9 FOR DETAILSREFER TO SHEET 9 FOR DETAILS ,NCR0169 WITH MUR CLIP ANCHORS W/0 BHIIDtR CUP ANCHORS W/O SREAR CIDP ANCHORS WITH SIMAR CUP ANCHORS W/O SRBAR CLIP ANCHORS WITH SHEAR WCUP c7� WINDOW DINS, AT 17°D.C.OCAT 1Q"O.C. AT 17"0.0. AT 10°O.C. WINDOW D114$. IT 17'O.C. AT!0'O.C. AT 17'O.C. AT 10`O.C. WINDOW DIMS. AT 17'O.C. AT I0'D.C. AT 17"O a AT 10"D.C. TROTH HEMW EXT.(+)/INT.(-I EXT.(+)/W.(-)EXT.(+)/INT.(-)EXT.(+)/IP1T•(-) TAM HEIGHT EXT.(+)/94T.(-)EXT,(+}/TIT,(-)EXT.(+)/84T.(-)W.(+)/94T•(-) MM +IEWT EXT.(+)/GIT.()EftL{+)/WI.<-)EX[•(+)!@If.(-}EffT.(+}/SiT.-} z 24` _ 195.0 195.0 185.0 199. 24' 195.0 199. - 10.0.0 t98,0 20' 195.0 195.0 195.0 19&0 28" 195.0 199.0 195.0 195.0 28" 192.9 195.0 $37.1 171.4 38-3/8' 195.0 199.0 195.0 599.0 P�g ITj a 30" 18.00 195.0 195.0 . 19&O 30' 180.0 199. 1280 160.0 18-1/8' 50-9/8" 105A 199. 190.4 t90.4 iL Q 36" 105.0. 199.0 195.0 195.0 �• c? 38" 780.0 187.8 t�.7 137.3 83` 1954 19&0 753,0 153.0 42" 189.0 189.0 182.9 195.0 42" 128.6 160.7 914 114.3 74-1/4' 1825 182$ .128$ 129$ a "dLL 24` 48* 195.0 195.0 160.0 195.0 48' 1T2 140.6 80.0 100.0 - 26" 189.0 -195. 193.0 193.0 Q cF�• d 94' 189.0 195. 10.2.2 177$ 24" 195.0 Is" 142,2 199.0 38-3/8' 195.0 195.0 161.3 185.0 U Q 1i.0+~+12I 180.0 195.0 128.0 180.0 2r 171.4 195.0 /215 182.0 26-1/2" 50-5/8` 193.2 195.0 137.4. 171.7 Q' to 86' 183.8 195.0 118.4 146$ 54' 30' 180.0 t95.0 -173$ 170.7 63` 155.3 194.1 110.4 13" 7Y 150.0 1875 108.7 13&3 38' 133.3 199. 714$ 142.2 74-1/4' 131.7 164.7 93.7. 117.1 76" 138,5 .173.1 98.5 123,1 42' 1143 171.4 87.3 1219 26` - 195.0- 195.0 143.7 191.6 a.Y.t; 84` 128.6 160.7 91.4 1143 24" ifto 195.0 128.0 IOZO 37, 33-3/8' 1389 182.8 97.4 129A {L all FJ 24" 185.0 795.0 195.0 .195.0 W, 28' 150.3 195.0 108.7 1649 - 60-5/8` tO&8 13&4 73.8 _ 98.4 $ 28' 10.0 195. _ 195.0 198.0 30• 144,0 195.0 102.4 153.8 83' 83.4 111.2 59.3 79.1 iiilli l 30' 185._ to" 195.0 MA 38' 120.0 1804 85.5 12" 28' 197.7 195.0 133.4 195.0 � 371' 19&0 195.0 182.9 - 199.0 SS-1/8" _ 20.' 195,0 195.0 1455 195.0 38-3/8" 127.1 390.7 90.0. 135.8 g iy 42° 199.0 18&0. 158.7 195.0 89` 26' 175,3 _195.0 124,7 174.5 Z 48' 1929 195.0 137.1 171.4 z 28" 30' 189. 195.0 118.4 1024 54` 171.4 198.0 121.8 152.1 _ 20." t875 185.0 1333 196.7 5 80' 1643 102.9 109.7 137.1 72' 28` 18x7 195.0 114.3 180.0 0 66" 7403 175.3 99.7 1-4.7 30' 160.0 195.0 - 108.7 1493 TXPFC.�.L ANCHORS_; SEE ELEv.FOR sPACT10 72' 128.9 168.7 91.4 _ 1-4,-.3--1 _ 20.• 173.1 is" 123.1 195.0 �I 78' 118.7 148.4 84.4 .1055 78' 28' 148.4 795,0 1055 768$ .1/4° DIA. KW1K-CON II 6Y 'Htt TI'(Fum 163 KSI,Fy..f5>KSI) 3 84' 1103 137$ 78,4 98.0 30' 338$ 195.0 98.9 1375 1/4" DIA. ULTR4CON AV ' CO' {Fum177 M.F 195 K5f N 24' - 195.0 195.0 798.0 195,0 24° 1929 198.0 137,1 7&5.0 y0. ) _�_.._...ti e4• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30 w rMs 26' 195.0 1954 195.0 to" 28' 93 1810&0 117.6 176,3 30' 195.0 1994 195.0 195.0 1-3/8' MIN. PENETRATION INTO WOW o ' 36' 195.4 195.0 195.0 195.0 THRU i SY BUCKS INTO CONC. OR MASONRY I Z z f 42195.0 19" I82.9 1829 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2 19.0 195.0 160.-0 180 1855 .2 DIRECTLY*INTO CONC. OR MASONRY W ggg .0 188.0 142.2 142.2 q1 U�?m'� 60' 180.0 180.0 128.0 125.0 1-1/4" MIN, EMBED INTO(ANC. OR MASONRY 88" 163$ 183.8 __116.4 116.4 914 SMS OR SELF MLLING SCREWS (OWE 2 CRS) 7Y 150.0 150.0 106.7 1067 1 INTO MOMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 78' 1365 1385-� 955 985 INTO METAL STRUCTURES 20.• 195.0 1954 1950 795.0 `-� STEEL : 12 OA. MIN. (Fy - 36 KSI MIN.) 28" 105. 199.0 IS&O 195. I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) -99 -,......._..._....._. $ b$ See J0' 195.0 195.0 195.0 799.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �. 36" 198.0 _ _ 795.0 177$ 795.0 42' 195,0 195.0 152.4 182.9 TYPIC.A? EDGE WZA= 48" 767.8 195.0 133.3 180.0 INTO CONCRETE AND MASONRY - 2-1/2" MIN. 60.' 1687 195. 1155 1422 INM WOOD STRUCTURE - 1"MIN. 7�0METAL •8 80" 150.0 106.7 128.0 •• • • • INTO METAL-STRUCTURE = 3/4" MIN. 24' 1929 to" 137.1 .9 • • • • • 1 1 28' 1863 190.0 117.8 *67 • •• o • • CONCRETE t'c a 3000 PSI M04. •• • • • •••I • MASONRY I'm m 1500 PSI ---........._............. 30' V".3 199.01 109.7 1 . &M. .. .... _- .... 42" 36' 128,8 171.4 91.4 11111119 '• +•• •• • •I••• Eugr:J f AHANO $ 1 0.2° $10.2 1469 76.0. 7045 � 48" 96.4 12&8 68$ 91.4 FIA,t� 0592 1 94'• 83.7 114.3 61.0 81.3 �1�1 .y� c11RAR 0.v • • �iw m-.v+a$HRAR ANCHORS WITH SHEAR... Ldp • • • • • i•. i i PRODUCTt4HNR4YRD •. • • as pIft avid,aw Ctoft $ ': :. • •: :. • • : . . Atte,"`.oNo,�3_GC06 0.5 ••• • ••• • • • gxpl�ot"Bm�6ta��?.df�-,r,., drot7ing no. w._-_.. - � -�':aTr:G�r✓ft5 A G o 1 093 W99-04 u tDade r e':: sheet bot 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS 1/4'ANCHORS 1/4'ANCHORS 1/4ANCHORS' 1/4"ANCHORS REFER TO SIM 3 THRU 8 Fat WINDOW CAPACMS .. WINDOW IIDL4. INTO MA80NRY INTO W000 WINDOW D1MB. INTO MASONRY INTO POOR USE LOWER APPLICABLE VALUES. z • WIDTH HEIGHT EXT.(+)/WT4-) EXT.(+)/DR.(-) WIDTH HMff E10.(+)/DR.(-) EXT.(+)/INT.(-) 0 24' !90.0 f 95.0 24" f 95.0 148.0 0 a 28' t95.0 195.0 28" f9Q3 126.9 30• 195.0 1954 30" _ 177A 118.4 38` 196.0 _ _ .... 1954 38' 1484 98.7 42• 195.0^ 169.1 42• 1269 84.8 ALUM BUCK ANCHORS TO SE WO �C1 CONCRETE AT HEAD&SRL. 24' 4r195.0 948.0 4a' /f to 74.0 MAY BE INTO FILLED CMU AT JAMBS. 54' 195.0 131.6 24' 195.0 131.6 W 80' 177.8 118.e 28' 16'9.1 112.8 QQ 4g4g 85• 1615 107.6 54" 30• 1579 105,2 _ ' t ; •6 72' 148.0 98.7 36" 131.6 67.7 7 78• 136.8 1 91.1 1 42" 1124 75,2 I 8e' 126.9 84.6 24' 177.6 118.4 1 I 24` 195.0 195.0 28' 162.2 101.8 1 j 26" 145.0 195.&0O 30" f 42.1 94.7 30' 195.0 195.0 38" 118.4 78,9 30' 196.0 189.1 24" 196.0_ 1345 SMS N 42` 195.0 145.0 66" 28" 173.0 115.3 AT 8"FROM @14 SIAS 7 o� AT ENDS AT 8'FROM ENDS - �I 28' 48" 190 3 _126.9 30" 1015 107.6 24"OC.MAX AT JAMBS ,FI 24'O.C. MAX.AT JAMBS «/ 64" 169.1 1129 24" 185.0 123.3 17'O.C.MAX.AT HM/SRL a 17`O.C.MAX.AT HEAD/SILL g� 80` 152.2 1019 72' 28" 158.8 105.7 . 1- 88' 138.4 92.3 30" _.148.0 98.7 t t O y ___... \ 4O7 Hal 72' 1265 84.6 24" 170.6 113.8 u 78' 117.7 78.1 78' 28' 146.4 97.8 x---------- T 84' 108.7 724 1' 13&6 91.1 �' �n 24' t98A 195.0 " 24" 190.3 126.9 _� as• 199.0 19&0 28' 163.7 108.7 a'•4.-" a a`o 30' 195.0 189.4 28' 1954 185.0 v .. d °_ 4' - °°. N Z_Z 36' 195.0 167.9 J8-3/8• -.__-198.0 t95.0 :a.. '° - I nt/4'DIA.KVIK-CON/ULTltACON X14 SMS I 42' 196.0 135.3 19-1/8" 50-5/8" 1850_ 178.1 °� t-3/8`MHN.CONC•EMHEO L1-1/2"MIN.WOOD EMBED � �q= AF 8'FROM ENDS AND AT 6'FROM ENDS AND 30' 48' 195.0 11&4 Be 195.0 1415 2 712'1.004. 24'O.C.MAX.AT JAMBS 24'O.C. MAX.AT JAMBSiWi1U Q m 54' 195.0 105.2 74-1/4` 180.1 120.1 EDGE DIST. 17'O.C.MAX.AT HEAD/SILL I"LAN. 17'O.C. MAX.AT HEAD/SRL 0 60' 177.8 94.7 28" 196.0 196.0 86' 1615 88.1 JB-3/8` - 196.0 187.7 72• fa&o� 769 2s-t/2` 50-5/8' ..i9o.6 127.t INSTALLADON TYPE '5' ' 78' F t36.6 72.0 83" 153.2 102.1 INTO MASONRY 213Y WOOD HOCK RES q 24• 196.0 195.0 74-1/4' 130.0 86.7 § is 28' 19s0 169.1 26' 1954 177.2 TYPICAL INSTALLATION OST 1i 38' 195.0 1311.6 37" 50-s/b" fo2.a 91.0 30' 195.0 13.6 38-3/s• 135.1 140.1 ON AL FOUR SIDES/USING AL UMWIIM BUCK VWEM �. 42• 195.0 1129 83' 82,3 73,1 101 48" 185.0 98.7 28" 186.2 123.4 PRODUCT RBNUIVliD 54• 164.4 87.7 83-•1/8- 38-3/8" 125,4 83.8 m cmoply+m t7F1Gtbo ROMP, bi ..__. __.. • •• BAHdlnB Cade � o � - 60" 148.0 705 ••• Accepursa FTo {�'� o 24' 180.3 169.1 • • • • • • • • 2bD11•--- ,845 fir. :w1Da19 S a m 4 0 28' 183.1_ 145.0 • •• • • • • ••• • 30` 152.2 135.3 • • • • • • • • 945 .065 y� ---- •• *00 •• • • • •,A{y .5M2 az• 36' 1865 ttz.s FAI1m1iD.:CcP:.&r1(1n1ha1,., r JAVAD Af "" ..._... 1.125 �' 1 42' 15..7 96.7 bGd FtA PE 70592 S 48' 95.1 54.8 - k S4' 84475.2 • ••• • 0:0 0 ••0 1.436 CAN.3538 • • ••• • • .125 .903 • •• • •• • 9+�UMINUM BUCK OPTIONAL COVER drawing no. ••• • ••• • 8063-TB SO63-T8 G 093W99-04 sheet 7 of 7) i i••+i i i i i•••� ••• • • • ••• • • MIAW E N11A4II DADE COUNTY m PRODUCT CONT90L SECTION DEPARTMENT OF REGULATORY AND ECONONXIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAM t1S'rRA TION DIVISION T(786)315-2590 T(786)315:2599 NOTICE OF ACCEPTANCE E (NPA) wrvov.m9atnidad�ovfec®Homy CGI Windows&Doors 10100 NII 25*Street Miami,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 - Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority !46ving Jurisdiction(AH]). This NOA shall not be valid after'the expiration date stated below.The Miathi-Dane County.Product Control Section (1n Miarn'i Dade County)and/or the AHJ(in areas other than Miami"Dada 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 MW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel" Vnelipped,Extruded Aluminum Tulse Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M10-01;titled"Series Sentinel Unclipped Alum.Mullions", sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation, signed and set;lel by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACTRATING:Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy elty„state, model/series, and Following statement: '%Iiami-Dade County Product Control Apjrov.ptl;, unldWthenvise •• noted here;u. •• • :009 ....i• • 000 0000 RENEWAL of this NOA shall be considered•atter a renewal application has bees ilijgnd there kas been;.. no change in the applicable building code negatively affecting the performance o1'thi%p=Qluct. .....• TERMINATION of this NOA will occt:r after the expiration date or if there has befl revision or change..:..* in the materials, use, and/or manufacttire of the product or process.Misuse of this MX Is an M'Ld tsgment...... of any product, for sales, advertising or any other purposes shall automatically terAflhal:this NOA,.Faflure0. • to comply with any section of this NOA.shall be cause for termination and removal(VIW4. 090000 ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CovVty, Florida, and :0000: followed by the expiration date may be displayed in advertising literature. If any pertidn of We. A 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 and renews NOA#11-1031.07 and consists of this page 1 and evidence pages E-1 and E-2,ag well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1 E � NOA No.14-1103.09 IAMFDAQf Expiration Date: September 22 20x0 Approval Date: March 05,2015 Page 1 F LTA a�� y • � ••• • •�:•o• • �'x• .;, � `.�. �^ v 'mac " f. ,`' h �r;; ti CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBIMITTED A. DRAWINGS 1. Manufacturer's die'draivings and sections. 2. Drawing No 1M10-01,:titled."Series Sentinel Unclipped Alum.Mullions",sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation;signed and scaled by Javad Abad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation.diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0303-11,dated 03/24/11,signed and sealed by Vinu J.Abraham,P.E. (Submitted tinder NOA.No.]]-0330.22) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 S)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of.an aluminun tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0301-10,dated 03/30/10, signed and sealed by Vinu J.:Abraham,P.E. (Submitted under NOA No. C. CALCULATIONS • •• • 0000.. 1. Anchor verificafion calculations and struetiaral analysis,complying*,ith FBCtS�'6 •• Edition (2014),dated 09/23/14, prepared l:y Al-Farooq Corporatten, AT Signed0000:. sealed by Javad Ahmad,P.E. 0 0 • 000000 .0960: 0 . D. QUALITY ASSURANCE 6000 0000 0 966669 000•• • 00 0000. 1. Miami-Dade Department of Regulatory and Economic Resources•(�Et}° .•.600 • • •0• E. MATERIAL CERTIFICATIONS • • • 0 . 6 6 0 0000.. 9 • -Nolte, 0000.. . :..99 6 ... • 6 ,. 6• 9 M[a0uei Pp ,P.E. Product Contro`E- miner NOANo.]4-1103.09 Expiration I}xtte: eptemtier 22,2020 Approval]Date: Makch 05,2015 E-Y i CGI Windows tic Doors NOTICE OF ACCEPTANCE:- EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with EBC-S'h Edition(2014),and of no financial interest,dated October 4,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.RTL-0080-0303-11,issued by Hurricane Test Laboratory,LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No.HTL-00$0-0301.-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitter)under NOA No. 10-0510.1d) 4. Proposal No.09-1942 issued by BCCO,dated November 05,2009,signed by Manuel Perez,P.E. (Submitted under NOA No.10-051 it Id) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 • 0000.. 0 0000 0 0000. . 0000 ' .. • 0000.. 0000 . . • .. 000000 0000.. 0000 • • 0000.. 0000. 0000 • 0000 0000. . 000000 g0 0 0.00.0 0000.. 0000.. _. .��• � 0000 0000.. g. Manuel P q, .E. t Product Controlxa finer NOA No.14-1103.09 Expiration Date: Segtemher 22,2020 Approval Date: March 05,2015 Z. 9 � a 444 y SSq� 2.50D' 3.000 . .125 TYP. ,1.^.5 I.$ 3 STD. TUBE I X 4 STA TUBE fj ` 8063-Td WS:-TS N RIES,_CL�JT� I.U�ICLIPPET� ALUMINUM MIILLTONS WIND IV MAME..MRMkE N_ UjEA IN PROPERT'ES §x THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW { i SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT.AND LOM RATINGS SEE ' CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. .NOTES: . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ (EOWREMENTS OF THE FLORA BUILDING CONE NCUMM KOH VELOCITY .. 9 NOWAK ZONE(Mg). ALL GLAZING PRODUCTS USED WITH THESE MVwm MUST•MEET THEAPPLI INFILT�ON,FORCED ENTRY RESISTANCE,ILDING CODE REQAZEMENTS SAFEGUARDS EE. WIND TC. A7>R • m at WOOD DUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER • • . . ••. ,^ o d S g LOADS TO THE STRUCTURE. •• ••• • • • • • • �( cam u ANCHORS SHAU IE AS UM.SPAM AS SHOW ON DEIAII$ VEOMENI' • ••• • • • • • .. '.USE CRAM.'AS FOLr 6148. ... TO BASE MATERIAL SHALL BE BEYOND WALL OMM40(Sn=, &M). •• • • • • �•� • ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN T}{F,V•OOlT.W.: �.: •• • • ••. .a�,,.1 FD'F" W LOAD REOVtiTED PER A3CE.7 ._ . ARE NOT PART OF THIS APPROVAL. CIVIL PROSX7CS R12VISEQ ,:c camplybg wiw NreT•taida USE COMECNN.OF WINDOWS TO MULLKA NN PER Fu Pe 7r Atiitd'ue Gxtn/ l!3.fJ9 A ANCHORS DURATION W INCREASE N ALL6WABLE STRESS Ls USED N DESIGN OF STEP 2 CA& S- `j�• �, aHcrroRs IaTo WOOD ONLY. PRODUCT APPROVAL. a�«Pt�,ra tNa MATERIALS NCtUDNG BUF NOT t.&HTED TO SCtiLtlP,, WE�'' • *00 •• • • vmNG CHAR16 N SNEEf3 3 THT;U 5 SELECT eAuu N TYFr. .atioa,Drac:. 2G. . CONTACT WITH 01}IER DKSlA41LAR ANTERiMS�MEET THE QREfdE • • • • }'AND'ANCHOR QUANTITIES WITK DESIGN RATIN?MOM THAN OF THE FLORIDA BLOC.CODE. • • . ••• • ♦ - THE DESIGN LOAD SPECIHED IN STEP t AB4V✓: % >;y 5 209 B ..'Y' - • • •• • • • • • • CAPACITY OF SELECTED CGI'S WINDOWS AND MUL.UON (}, p .. dram . no•.. ...—_.. .. _ �,F tvftmn ,Ido ,OdWt Con 0. THESE MlN DONS ARE RATED FOR LARGE i•WLL_�ISSILE•iMf�ACT • • IaUs EQLa oR EXCEED REQUIRED LOAM.. L� '��}— 1 sheat �•••i i i i i• •• S„ I OR 2 ANCHORS --1� "AT EACH SIDE OF NIMM(AT WOW'MAQ TYPICAL //''sE�CHART'e'FOR CAPACm SEE CHART'A•FOR CAPACITY � FtMGE FLANGE ADAPTOR AND FLUSH FRAMiES CAN BE 1�U TYP. SEE CHWT r•FOR CAFVCnY - / USED AT ALL MULLION COMBINATIONS. s — z a aQ Wt _ l ws w2 M FRAMES MAY BE el W W FLANGE OR EOMAL t£G TYPE SEE SHEET 7 FORfiVAdE DETA0.SDE . EXTERIOR EXTERIOR EXTERIOR gtij� FIXED TQ FIXED S.H. TO S.H12 . R. WIDTH {W} = z 3 t+n SEE CART'A'FOR CAPACITY SEE CwzT'A'fTH2 fkP/�XIY� SEE CHARF A'FOR CJPAC7Y� i z _ V D { t I 1 I I RODUCTRWISM, $ wf ' w2 �) wt w2 wl IlmFbua rl D vMJ W - •v • <� Nda{g Codd S tmplertce No - Cxpitotbn Date �•a a - Datk PtodtKM OattOT c W 41 •. a • • �I W W (f JAVAD ARM PE�70092 N • • ••• •• • lV1 y 1 ib •� 610 14:10R:. • • • • s • j EXTERIOR EXTERIOR 0,Ii�5 2015 drawu,g no. • •• �!• • M70-01 FIXED TO S.H. ••• • FllCED TO��R S H• TO H,R. sheet of 7 CHART'A DESIGN IAAD CAPACM-PSB CHARY'A•D88SCN LOAD.CAPACrYY-PSP MULLION WRH ANY CONBINATM OF SERIFS SOMEL MULLION WRH ANY COMBINAIM OF"M SENIP O. ' FOXED.HORIZONIAL SUD810 OR SINGLE H UNO WINDOWS MM HOR=fAL SLICING O4 SMDLE HUNG WINDOWS 1 ANCHOR AT 2 ANCHORS AT1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. EACH SIDE OF MULLION PALL SIDE OF MULLION TANDOII DIMS. EACH SIDE OF MULLION EACH SID-OF MULLION Z TBDTH(W)wu SPAN MULL TUBE MULL RX MULL TUBE MULL TUBE MULL TUBE MULL TUBE W10TH SPAN MULL LUBE MULL TUBE ULU.T= MILL TUSH MULL TUBE MCRA.TUBE 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1J2 1 X 3- 1 X 4 F 19-1/8' 90.0 9010 90.0 90.0 9010 9010 24' 90.0 90.0 9010 90.0 9010 90.0 26-1/2` 90.0 9010 90.0 90.0 SOA 90.0 30• 90A 9010 90.0 90.0 90.0 90.0 37• 60-5/8" 90.0 -90.0 BOA 90.0 9010 -90.0 36" SOA 00.0 90.0 90.0 90.0 90.0 49' 8&0 SBA 88.0 90.0 90.0 90.0 42• 48" 9010 90.0 90.0 9010 90.0 90.0 83-t 8" 88.0 8910 88.0 90.0 9010 no 48" 9010 SDA BOA 9010 0010 90.0 f9-f/8' 90.0 90.0 90.0 90.0 SOA 80.0 94' 90.0 90.0 90.0 90.0 9OA 90.0 28-1/2` Sze 82.8 82.6 00.0 SOA 90.0 60' 90.0 9010 80.0 BOA 9010 90.0 4 37" 93• 86.1 68.1 86.1 823 90.0 80.0 24` 904 9010 90.0 904 9010 80.0 9T 49' 57.7 57.7 87.7 70.0 0010 90.0 30" 80.8 80.8 50.8 00.0 904 90.0 BS-f/6" 56.2 562 50.2 07.8 90.0 90.0 30" 72A 72.0 72.0 9010 90.0 00.0 Q� 19-t/8" 80.7 88.7 8&7 80.7 90.0 90.0 42" 80` 56.5 85.5 888 89.7 90.0 9010 28-1/2` 59.8 65.5 85.5 68.8 7910 80.0 48" 5310 83.0 03.0 84.1 90.0 90.0 37• 70" 443 512 512 44.8 59.8 90.0 84• 61.1 61.1 81.1 809 90.0 9010 Lj 49' 36.8 43.1 43.1 36.6 48.8 8610 60" 808 60.5 004 78.8 90.0 90.0 "-- 53-1/8" 34.9 41.5 41.5 34.9 48.5 81.7 24` 7108 75.0 75.8 77.1 90.0 90.0 19-116' 57.4 75.5 758 57.4 76.5 90.0 30" -...63.3 83.7 63.7 __53.3 •64.4 90.0 _ 28-iJ2' 422 1 .3 57.3 422 86.3 90.0 38" 54.$ �A.__.... 0 543 72.7.._-.�-9R0 T 37" 85" 31.4 41.9 442 31A 41.9 73.0 42• 7Y 48.6 508 am$ 40.6 8410 9010 49• 28.2 SSA 38.7 292 33.8 69.1 48'° 448 47.3 47.3 443 59;4 9100 ......_.._._._._............8 2.L9 31A 38.1 23.9 318 65.9 84• 41.7 448 44.8 41.7 85.7 9010 - 19^S/8' 48.2 84.3 70A 48.2 64.3 90.0 60" 3910 43.2 432 39.9 53.3 9010 26-1/2" �. 35.4 472 63.8 36.4 472 82.9 24" 47.8 834 8310 47.9 84.0 90.0 ..........._ N 37" 2&2 354 412 26.2 SSA 81.4 JO" 38.1 82.1 82.8 39.1 821 90.0 49` 20.9 Z7.9 33.8 209 27.9 49.0 38" 33.3 44.5 4510 33.3-443 7&1 19-5/8• 39.8 52.9 SSA 38.8 52.9 9010 4Y �• 29.4 39.2 41.1 29.4 392 ....._._. ._. _ _ 86.9 $Z�� 28-1/2` 98" 2&0 3&7 49.8 284 3&7 �.0 48' 28.8 333 37.6 288 � 3I3.5 T 82.3 � V. 21.4 28.8 36.01 21.4 1 2&8 50.2 w 2410 32A 35.4 24.6 3210 67.8 p NOTE: 24` 31.9 _423 54.0 31.9 47-5 74.7 O-Mjr 2610 3410 44.5 259 343 80.6 {Y$� MULLIONS RATED D4 THESE CHARTS WITH ANY COMBINATION B6• 21.9 29.3 3&8 21.9 29.3 5t.4 OF f1XED.SMILE MW OR HOW. SLIDING w✓NUUY15 MAY BE ORIENTEO VERTICALLY OR HOPoZONTALLY, 4Y 26.6 34.6 -6 45.0 (INTERPOLATION BOWEN WIDTHS ALLOWED) 46" 23.0 31.5 �23.0 1 40.4 MULLION SPAN _ MULLION SPAN P 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHOR AT EACH SIDE OF MULLS ALL OVER ANCHORS WINDOW NDA DETh@S W BE AS PER ........_.._ WIA OTHM ANCNOR TO I AS PER W1 W2 / Wt W2 00 00 0 0 00 _ $ • • •• • • NOTE: • •• • • • • • • REFER TO PAGE 2 FOR OTHER COMBINATIONS. m ii j • • • • • • • • %i Y.� EW.JAVAD"M PRODUCT'RSVISBD CNAI. / 4 SStt .com AyIng"Ith the Ftmida 7.582 Building Code Ait, np d AcwplOfte , , . . . . . ,. UxpfmtLon 17ate 2aU WI +W2 •• • • •• • • • • • • wt +W2 , N16-oiji win no. WIDTH W - • •• • •• • • • R roadL pladkt COm 9 2 •.• • •.• • • • WITH �� 2 �0� �,� '✓ FLANGE OR FLUSH FRAMES FIN FRAMES Imo:. - 6Feeet--3�7 • • • • . • • • • • • •• •• • • • •• •• CAA DESISN LOAD CAPMM__PSH CLU V_DESIGN-LOAt�_CAP-%CITY�-� MULLION WITH ODUM AtION OF SERIES SkMOREL MULLION YAM COWPNATON OF'SMO SENTM SIt$1LE HUNG WINDOWS OR FDW TWMON SUM HUNG,WINDOWS OR I=TRANSOM - I.= ANCHOR AT MULLION 2 ANCHORS AT • S ANCHOR AT 2 X40NM AT WINDOW DIMS. FACH SIDE OF LION FACH SML DE OF LON WINDOTI DDI9. FACH Swe OF MULON• .. EACH SIDE OF MULLION- Z WIDTH(W)MULL SPAN MULL Tiles MUU.WK MULL TORE )AU TUBE MULL TUSE MULL TUBE WIDTH(W)MW SPAN twLLWM MAL TORE WLL TUBE mut.L108E MULL TUOE MLI.TUB� 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 t X 4 ' 4 X 2-1/21 X 1 X 4 18-1/e' 90.0 80.0 90.0 _80._0 $0.0_ 9Q0 24' SOLO 90A_ 90.0 `00.0_ 90.0 90.0 26-1/2" 900 _SOLO_ _ SOA 90.0._ .. SOLO 9010 -w 90.0_ 90.0 _90.0 : 'fOA 90.0 90.0 - 37' 50-6/8" 80.0 90.0 90.0 90.0 90.0 90.0 38' SOLO '90.0 SOLO '90.0 90.0 90.0 48' 85.0 85.0_ BSA 90.0 90.0 90.0 42' 48 80.0 10.0 90.0 90.0 904 20.0 - 53-1/8" r BSA mo .. 85.0 90.0 964 90.0 40' 1010 SOLO 904 90.0 90.0 80.0 _. IS 19-1/8' 80.0_ _no 90.0 _410.0 $04 _90.0 84' fOA 90.0 90.0 SOLO 004 90.0 26-1/2" 82.8 82.8 82.8 90.0 =0 90.0 80" 9D4 90.0 90.0 00.0 904 90.0 37' 83" 08.1 88.1 88.1 90.0 904 90.0 24" 90A 804 90.0 BOA 904 00.0 dl W ldx4r 49' 87.7 57.7 57.7 90.0 WA 90.0 30' me _80.8 90.6 00.0 00.0_ '90.0 .t 53-1/e" 88.2 58.2 55.2 88.8 00.0 90.0 38" 72.0 724 72.0 no ODA '90.0 - 10-1/e" $5.7 85.7 S5.7 90.0 904 "a 42" 8U' 668 -88.5 88.8 no 904 90.0 26-1/2' 63.5 65.8 088 77.7 90.0 90.0 40' 830 _ 63.0 83.0 90.0 90.0 '90.0 - - 37' 78" $1.2 51.2 51.2 58.8 73.4 solo 84' 81.1 a1./ 81.1 80.0_ 90.0 90.0 49" 43.1 43.1 43.1 47.7 80.0 80.3 80" 80.11 80.8 805 80.0 9D.000.0 83-t/6` 41.8 413 418 45.8 87.2 82.9 24' 75.8_ 7511 78.8_ 90.0 90.0 110.0 - - 19-1/8' 74.6 7811 758 74.8 90.0 90.0 30" 83.7 83.7 837 82.8 90.0 90.0 - 28-//2" 88.0 57.3 87.3 85.0 68.1 90.0 36" ( 58.0 58:0 5&0 71.1 -88.3 90.0 3Y 85' _40.0 44.2 44.2 408 81.4 83.1 42' 11 72" 808 08 008 s34 79.8 00.0 4fi' 32.8 30.7 3&7 32.8 41.3 80.8 4d' 47.3- 470 47.3 86.1 799 90.0 53-1/8' 31.1 30.1 35.1 31.1 39.5 _ 8.5.2 54' 448 448.. 44,8 84.4 86.4 89.8 - 19-1/8' 629 70A 708 62.9 794 -904 60' 43.2 '43.2 432 52.1 MA 88.4 48.2 83.8 113.8 462 58.0 $0.0 24" 82.8 634 63.0 826 78.6 9R0 - - 37" 34.2 412 41.2 34.2 43.0 _ W4 3w 51.0 52A 52.0 51.0 -$4.1 1 0.0 - - - is 49' 27.3 33.0 33.0 27.3 rn _34.3 55.4 30' 435 48.8 45.8 _415 54.8 88.3 19-119' 85.7 0 85.9 51.7 68.0 00.0 42' 38.4 41 S 4115 38.4482 77.0 d •k'1 -- .. 20-1/2" OB' 37.9 47.8 49.8 37S ....47.6._..... 78.0 48' 34.7 378 .37.8 34.7 43A 70.4 37' 2110 35.1 384 27.8 35.1 58.7 54' 32.1 3fS.4 35,4 -'32.9 40.3 �65.1 - p 24 45.6 52.2 84.0 41.6 52.2 84.4 - -0-_ 30" _- 33.7 42.4 444 �T33.7 - 424 88.5 NOTE: 38' 88' 2R.8, 56.0�. ��..3&8. 28.6. 38.0 5&1 _ - c+ MULLIONS RATED R4 THESE CHARTS WITH SINGLE HUNG FRAMES 1� 25.1' 315:' 34.6.. - �a m.5 So.9 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHAWN BELOW. - 7. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 4t 225 282 31.3 228 282 45.8 tgtg ttgg Ea gg g0 . MUUMN SPAN S OR 2 ANCHORS AT FACH SCF.OF MULLS ALL OTHER ANMW TO BE AS PER g WINDOW NOA DETAILS $ Wt W2 $ % � %i•• •• • • • i • •• ° d� ;� y j Kky:AY p1 PR,ODUCI'k21iYlSGD ffI1S� 1 CHL. as aomplyiag e4lh-ho Fimida d FIA PE(70892 Ile0dia8 Codd t RAN.a01!'6 Accepfame No Oqjj 4+4' • ••• • ••• • • � ihryireNam I1ran 0 �` I WIDTH {W) Wt +1Y2 •• • • •• • • • • • • `;'f ,i�" 1 p�� d�� . L _ 2 ..: :• ..: :' : •.• FBS2015 M90-09 sne.t or 7 1111 1111.. . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CBARR''N DESY•N LOAD CAPAcny- P F CHAIHT'C'DISSIGN LSHAD CAPACFFY-PSF J�� 3 HORIZONTAL MULLION WITH COMMMATION OF SERIES SENTINEL HORIZONTAL MULLION WITH COM9M7I L•N OF SUM SENTINEL 1 OR 2 ANCHORS AT EACH SIDE OF GULLION(AT WBIDOW FRAME) iY d� FORD OVER FWR17-SlIOONG WINDOW TO"OVER HORIZ.SLOW WINDOWAT d WINDOW DIMS. 1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. S ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACITY Z EACH SIDE OF MULLION EACH SIDEOF MULLION EACH WE OF MULLION EACH SIDE OF MULLION � MWI.TUBS MULL TUBES �..-/.i- •-��----- �' WNW WINDOW TRANSOM MULL TUBE 1X 3 MULL TUSE•.MULL TUBE WINDOW MOM TRANSOM MULL nW i X 3 MULL.TUBE MULL TORE / \ WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X.3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 ,4/� \� lk 12' 90.0 $0.0 90.0': 90A 12' 80.0 90.o 90.0 SOA 7 16' 90.0 90.0 00.0 90.0 18•- 90.0 90.0 90.0 SOA _24" 90.0 _ �90A 90.0 90.0 24' 9D.0 90.0 -SOA 90.0 52-1/8" 30' 90.0 90.0 90.0 no 38• 30" 90.0 '90A SOA $0.0 36' 90A 90.0 - 90.0. 1 90.0 3li 90.0 - 90.0 solo 90.0 • Q']y'q 42r 80.0 Sao 90.0 no 42" 9" 90.0 90.0 90.0 00101 S 4B' 90.0 90.0 90.0. 90A 48" 9DA 90A 90A 80.0...... 12• 90.0 90.0 90.0' 90.0 12* 90.0 90.0 - 90.0 90.0 18' 90.0 90A 90.0 80.0 16" 90.0 90.0 904 g1 24" 90.0 90.0 9010 90.0 24" 64.0 '84.0 9D.0 90.0 IN 73" 30• 81.6 81.6 90.0 no 52-1/8' BY' _30' _ 79.3 79.3 90.0 80.0 36" 74.9 74.9_ __ 90.0 90.0 78.1 7&1 9" 90.0 '- • 42" 69.9 69.8 90.0 90.0 4Y 74.1K74.. 904 904 _ �t 48' 66.3 66.3 90.9� 90.0 48' 7&0 90.0 00.0 WINDOW 12" 00.0 Sao 90.0 90.0 12" 86.3 64.8.............._90.0W}O7F116" 90.0 00.0 80A90.018' 60.7 7716 90.0_._ .__----_ _._._._ 2 1 2"24" 80.0 90.0 80.0 80.0 24" 58.2 71.8 90.0 / 3" 4"30' 90A 90.0 90.0 . OU 73' 30' 52.5 67.2 90.0 Ht�CNnnt 36" 904 90.0 90.0 00.0 36" 49.6 - 51.0 63.4 90A 49* 90.0 1 90.0 90.0 90.0 42' 47.3 45.7 80S 89-3 e� 37-3/8" 45" 90.0 90.0 90.0 w 904 .46" 45.5, 46.9 582 66.1- tY 904 90.0 90.0 90.0 I NM 18" 85.8 6&1 0.0 `I {' d p$M 24" 7&8 7&8 00.0 no- 80.0 '• CJI'JI � z Z Fi F� 73" 30• 60.8 69.8 90.0 90.05j 38" 64.6 64.6 83.4: 90.0 �. gq Ve o a 2 8'A 8S4 7&4. - 90.0 48" 88.3 58.3 74.8 80.0 12' 904 80.0 904 90.0 _ IS,..... ._ 90.0 - �.-00.0 90_.0 90.0 24" 90.0 90A 90.0 9&0 - 36" 30' 90.0 90.0 90.0 .90.0 90. 36' 904 0 90.0 90.0 FIXED OVER H.R. 1' 42• 90.0 80.0 90.0 no - 48 90 90. .0 0 90.0 Sao $g$ tY 90.0 90A 90.0 90.0 3 18" 90.0 no 90.0 no 24" 004 90.0 90.0' 90.0 _ 52-1/8" 49-5/8' 30' 90.0 _ _Sao 80:0 .•90.i• • • • • -• •. $° fig} 65.8 U8.9 90.0 BOA • • • • • • ' +� 4Y 83.3 83.3 9010 • 90.0• • • • • We• • 48• 81.9 81.9 80.0 � • • • • • • • .... 12' ..79.1 .. 82.8 90A 90.0 EnonJ 4WD PRODUCT'REVISED � c 18" 71.2 73.1 90.0 90.0 FLA.P� 2 a 8 Ii � 'Rh da Fbdda 24" 86.0 66.1 83.2 90A CAN. - Aecep�wxe ?3' 30' 60.2 61.0 77 _ ••• •�• ••• ;:StonZb $ 36" - 56.{ 57.1 7281 9AA • • *00 • • --42,--- 534 54.2 90.3 •i i• • • i i J! � �/ Miemi Product Cwt6tg7 drawing no. 46• 1 51.2 62.0 6e}4•• 90.0 000 . • •. { /` t}�g} i•' mi 0-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• EDGE IXST. TYOR OR 2 ANCHORS � 1-1/4'MIM WOW EEMMD �M is sms 1 At, 2TTY WOOD BUCK i OR 2 /� 0 %�SUCK ATlay EACH SW 3&4SME OF MULlUT WINDOW FRAME] - 5TRUCTU(tE OR WOOD STRUCTURE AT EACH SE OF MULL 't•..' I.. •' FQR CAPACITY SEE SHEEP 3&4 q e •_�a°. .4 e a e$° c _ EDGE DIST, FOR CAPACITY • a, d.." 'e a d° ° :a.: _s EDGE DIST. Y 1 DIST.E \ { ; TYPICAL.ANCHORS TAMA.ANCHORS TYPICAL ANCHORS . I , 1 OR 2 1 OR 2 1 OR 2 i { { AT EACH SIDE OF MULL. AT EACH SIM OF MULL AT EACH SIDE OF ULU { �SHEET C tt&4 FOR SHEET &4 SM SHEET 3 MMR Cw/aff&4 7 { � 1 I ILI I{ TYPICAL ANCHORS SEE Em.FOR spAcm N• , W000 BLicKs AND METAL STRUCTURE NOT BY ccTt wow. { I/4" DIA. TAPCON BY 'nW (Fu=125 m FymtOD KSI) MUST-SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TRANSFER THEM TO THE BUILDING STRUCTURE. .� I I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES { { 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) i { THRU 1BY BUCKS INTO CONC. OR MASONRY FLAWGE, FLANGE ADAPTOR ANO r { 1-1/2" ML MEMBED INTO CONCRETE (HEAD/SILL) FLUSH FRAMES CAN BE USED Gf AT ALL ANCHORAGE CONDITIONS. i DIRECTLY INTO CONIC. OR MASONRY ?� a { { 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 o I $ I X DIA, Ul IMON @� (Fu.177 KSI,P.,-t55 KSI) 2 3/� O�to INTO 2BY WOOD SUCKS OR WOOD STRUCTURES z zG! 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) W i THRU 19Y 13UCKS INTO CONC. OR MASONRY 2 3/1{"UK (� t t 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) r-- — V�. I 1-1/4" MIN. EMBED INTO CONC, OR MASONRY(JAMBS) I { DIRECTLY INTO CONIC. OR MASONRY \\ { { 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) \ I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) ^\� 014 SMS OR SELF DRILLING sLxzEWs (GRADE 2 CRS) 6S WHEN USED THE MW. WOOD R INTO METAL STRUCTURES BUCK DEPTH SHALL BE 2W. { , STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) THE USE OF DEEPER OR { ALUMINUM 1/8'THK MW. (8063–T5 MW.) BEVELED WOODBUCKS IS p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED. { e• • • • • • • ., OR' DISTANCEd ¢!� t i i • i o o aiNTO CONCRETE AND MASONRY @ 2-1/2' MIN.. a E S j I •• i i i•i INTO WOOD STRUCTURE - 1° MIN. <m o •e • • •• • • • •10 METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD,SILL OR JAMBS SO . 0.59 MMI. 9 , 0WCRETE'AT HEAD, SILL OR JAMBS ft t m 3000 PSI MW. CK1 PRODUCT REVISLN + as coreptying xtilh lira Plmtda EEq •'�•� C–L%HDLEM/FILLED BLOCK AT JAMBS Pm m 2000 PSI MW. RA. 0,dtdingCode > ;ti... . qp •. •, ••• • ••• • crus. Aa°tNarcce Ne tlO3.Oq pq DIST. � �� •.• I�XEA tfSDQW:ANCHOR INSTALLATION DETAILS SHOWN. • • • 180 APPLICA1; E TO SINGLE HUNG AND !' �r�amcrolmal drerrin rto. +••"•'°'" = , E z HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, ' ` ° . SAT EE sHEErs "�"` 2.tQjS M 10--01 ' ��,� EQUAL LEG OR FIN FRAME CONFIGURATIONS. :1,eet of 7 =0 IN NomnW zm-sss )W.4 0899•-rte(soy)-tv-i( n 8t6zrLsztBds>�cv� oossreZ(aoRa t3� ZL1££. i� 'IINVIYI': 0 o _t�1t13 snu am+Vlf�ow t'9tm ap•+p:. v¢s�svcwoU ewsrtw ,! 1332lJS H1SZ 'M'N OQlC4 I a, :mss OIL ON r�•�'co e 1 � O waHwar a�na oe�8 M '; SMOOO fir? SMOCINK !`J0 I e s»u aaww ar+ «o�o� v .i-.z/� waw; _ e MOUNHOdmoo bt?G12iV QV `: SNQfl1tW{`{Nitlb awdmN0 13P9tA3S iL uo uosa ;suo ARt o�-Zo-eo ,S �� Aga lfl.�4 .a n �.'.. T of r3 R RF m N $ - - o_ T ; � i I 0000 �-'a-"j • • 0000 0.00•• •• :• 6666 • 0000•• 0000 000000 1 • .., _ 000000 • • • •• • •0666• • � • • •66006• 0 6.6 • •666+ • • 66.6 0 66 :6: •666• 6 6 60 6 66006• •06 • 6 06 w g • 0 • 6 6••6.6 I"�q '� .. f: :a •66666 4� �� {/�. •66 '• • 06• •6666: M I QnF N N � ! � db I w 4 MAW NIAMI—IDADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE*ADMINIStRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE �IOA) , w.miamidade�ov/�onomy CGI Windows&Doors,Inc. 10100 NAV 25 Street Miami,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-bade 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-.(wade 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 manufactuper will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the.use of such product or material within theur jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-'Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ...• DESCRIPTION: Series t°Clipped"Aluminum Tube Mullion-Y.M.I. 90••• '••••' •••••• APPROVAL DOCUMENT: Drawing No.. M95-13A, titled Series "Mullion Fjcygtjons 444.Details" ••, sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated. 12/x ;;1, prepared by Ah • . . Farocq Corporation, signed, sealed and dated 1211t?/12 by Javad Ahmad, P. E., pea�r�g the �,+I� i-Dada 0000 County Product Control Section Renewal stamp with the Notice of Acceptance nurilb 'and E); iraiaon date•••• .••• by the Miami-Dade County Product Control Section. ":'•0 MISSILE IMPACT RATING: Large and Sma0.0*• • •; •••• 0000••ll Missile Y..Yn •• ••pact Resistant :00:*: • LABELING: Each unit shall bear a permanent label with the manufacturer's flame er logo.Fj% stat,,••• • model/series, and following statement: "Miami-Dade County Product Control Apl3ra ",unless otherwise...•; noted herein. •• 0•: • REVISION of this NOA shall be considered after a renewal application has been filed and.there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this'NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is . displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. ' NOA No. 12-1220.15 M1AMh®A®E cover Expiration Date: March 28,2018 g Approval Date: February 28,2013 r 2 Zt�1 Page 1 � r • `J o� y G` lam_ ��'��,:,~ ';�, (. `'`.• t" ` �t � p \ O .9 CGI Windows&Doors.Inc. NOTICE OF ACCEffANCk: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05,dated 11/25/95,with the latest revision"E"dated 12/21A 1,prepared by Al Farooq Corporation, signed,sealed and dated 12/10/12 by Javad Ahmad,P. E. B. TESTS 1. Test reports on: ,1) Air Infiltration Test,per FBG, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 211'x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by V inu J.Abraham,P.E. ••..,• 9906:0 • (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading rw.SFBC,PA202-949••• • along with marked up drawings and installation diagram of'gixeZr window's mulled....: using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Ht=atie ErAontering ,• Testing, Inc., Test Report No. I-ETI 9b-525, dated 02/1.2/96,.Hector M. Medina,P. E. si►oned and sealed by.:..' 00 00 '..' 1 ...... (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1)Large Missile Impact Test,Loading per SF$C;P.A.201j90:• ,• • along with marked•-up drawings and installation diagram' ®f an.alvininuW"'. fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96,dated 03/06/96, signed and sealed by Timothy S.Marshall,P.E. (Submitted under previous NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated'02/10/12, prepared by Al-Farooq Corporation, -signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-002'21.10) D. QUALITY. ASSURANCE 1, Miami-Dade Department of Regulatory and Economic Resources(RER . Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28,2018 Approval Date: February 28,2013 E-1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS. 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 12/07/12, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. RTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory, Inc.,dated 03/26/08,signed and sealed by Vinu J. Abraham,P.E. (Submitted under previous NOA No. 08-033L 07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96- 25, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. • . . . 0000 0000.. (Submitted under previous NOA No. 95-0929.39) ' ' 6 .. 0 0000 006.00 .6.0 0900.0 G. OTHERS 0000.. 0000.. 1. Notice of Acceptance No. 12-0221.10, issued to CGI WindgM•& Ddom fbr their•0. Series "Clipped Aluminum Tube Mullion - L.M.I.", appmyed:on 0J/Wol2 and:..' expiring on 03/28/13. •• •• •• • •6699:0 0000.. . . 0,. . 0000.. .6006. 00 6 6 9.6.6. .9 . . .6. 9 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1220.15 Expiration Date: March 28,2018 Approval Date: February 28,2013 E-2 -4- � i 00 Pgg g 4.000 TYPICAL 3 J� I GLAZING PRODUCT CLIP ANGLE 6063-75 __. .7I5 ; 6.000 Q Cr 2.000 3A00 F-4.070 �z MULLIONS CON AININQ TYPICAL GLAZING PRODUCTS a.600� HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p yt ALL MULLIONS 6063-T6 MIN, a0 N ® ® MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. Q N M 7d AND CAN BE USED WITH ALL MIAMI-DARE COUNTY APPROVED Ash n) IMPACT.AND NON-IMPACT RESISTANT PRODUCTS. w 3 J zz Z zL a^i o- a RECTANGUt}�13MINUM TUBE MULLION g v p USING MULLION PROPERTIES ONLY e o NOTES. THIS PRODUCT HAS BEEN OES"ED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA MMY,:NG CODE INCLUDING HIGH VELOCITY y - HURRIME ZONE(HVHtA. C MULLION CLIP FOR lay TUBES ALL GLAZING PROOUCIS USED WITH THESE MULLIONS MUST MEET THE < '� c $ APPLICABLE BUILD G CODE R INEQUIREMENTS I.E: WIND LOAD, WATER O of 001-363 INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 6063-T6 (ALT.TO 2 PIECE CLIP) WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER C $ LOADS TO THE STRUCTURE ANCHORS 31AU.BE.AS USM.SPACED AS SHOWN ON DETAILS.EMBEDMENT § X1., TO BASE MATERIAL SHALL BE BEYOND WALL.COVERING(STUCCO.TILE ETC.). � ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS INSTRUCTIONS: ARE NOT PART OF THIS APPROVAL F - ^...._LSI:CHARTS AND GRAPHS AS•FOLLO'tl� - �_t!!_• • • • • •• A LOAD DURATI�t OtCREfSE LP USED Ot OE9GIt OF ANCHORS IMO WOOD ONLY. U D u • • • • • • • • • MATERIALS INCLUDING BIR:N07.UMffEO TO STEEL/METAL SCREWS,THAT c DETERMINE DESIGN LOAD REQUIRED WR ASCE 7• •• • • • • • COME INTO CONTACT NRH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2. .STEP 1 FOR PARTICULAR OPENING- • •• • • • • ••• • REOWREME'NTS O'r TICFLORIDA0=.CODE SECT"Y003A4.STEP USE DADE COUNTY APPROVED.GLAZING PROOUCTS•ME101NO • • • • •A80VE LOAD REQUIREMENTS. •• ••• �,IAV AIVSE CONNECTION TO MULLION AS PER PRODUCT CML• * -STEP 3 APPROVAL R0.PE @ 70902 CAX918USING GRAPINS ON SHEET 2 SELECT OMULLIONADOW SIZE WITH pR STEP 4 DESIGN RATING MORE THAN O�IGt6 EOAO•Si"aCiFlEO • ••• M e } g IN STEP 1 ABOVE. • • • • • • CvtTe ,�+ l� MU ION CLIP FOR BY T 8 ^•. USING ANCHOR TYPES ON SHEER a&5.�ANCii&GRAPHS: ° a qj� - 'dCOWing no.STEP 5 ON SHEET 3.SELECT ANCHOR,TYFA!%TH *SIGN�tA.TM'G• 6063396 MORE THAN THE DESIGN LOADS•SF .•i,FIFA STEP 1•A88�`♦. •• aY • PR 1 M95-13A (AIT. i0 2 PIECE CLIP) (�5u-+r+;Ds:k'�'"' a�/ '-O�Z sheet 1 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • m MULLION LOAD CHART m MULLION LOAD CHART m MULLION LOAD CHART �u .�. 1-.2'.1/6 ALUM. NO STEEL TUBE .m. =.3.Ire ALUM. TUBE M 1.4.1/8 ALUM. TIAiE —.- i LDZI=f2 NO STEEL CCI=X3 NO STEEL COIIX4 ICAI. m m 38- /S' VERT _ I M141m W N PRODUCT PRODUCT 2 B- B $ C RDE BE 4"SCRm �> 0 pp F m Gl�t� HWONTAL MUUJON Z tIl m •m e s Mm 6 �r •—_I� /4 74- ' 99 e — -- — 6' a 4- 4' PRODUCT PRO � w 1 0` MULLWN SPAN _I z Fa- . 20 26 30 3S 40 46 60 SS 6B 66 70 75 S0 SS 20 2S .36 36 /0 45-60 55 60 6S 70 75 BB S6 20 2S 30 W 40 45 SB SS 60 6S 70 76 SB SS TRIBUTARY WIDTN- INCHES TRIBUTARY WIDTH -.INCHES TRIBUTARY..WIDTH - INCHES _ >Q cli MULLION.LOAD CHART MULLION LOAD CHART W 3M `—� z.aire ALUM. TUBE m zx6.ire rueE TYPICA MULLION ARRANGEMENTS z Z�7_ NO STEEL CGI2%4 9• NO STEEL C622X6 ._ 0 7s H i.._. 74 /4 WIDTH (W) wt 2 Y12 ? a V0g . m• m L 04 AN .. ' . MU 63 4 %1 iAI- 1/4 — �r MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED " • ••• • • • •• VERTICALLY OR HORIZONTALLY. 0 a W m `. � • : : QNTERPOLATION BETWEEN WIDTHS ALLOWED) • C1i127T$' Ergr:JAVAD AHMAD 9 _ m - _ 4&�'i�tYN'BwiSIL'ro m7uTWd � 84 w T tGi's Co•?4 {Z• O , nA,PE t 76582 20' AccePtnvscoAa{ ,Lois CAN.-3539 iai 'S GIs - r N d droving no. �. ' 13F` - _. ._.._ . _ _ 14 . _ • . • • : : : MULLIONS M95-13A 20 26 ]0 'TRIBUTARY6MIDTH bINClffS 70 76 SB S5 20 25 30 'TRIBUTARY WIDTH - INCHES 7 8 86 • • DEC 1 �pi2 meet y of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • III ANCHOR LOAD CHART m ANCHOR LOAD CHART �V ANCHORS TYPE A i ANCHORS TYPE 8 l� ANCA 3 1 LL SP ANC 8 ro Z • m m 4-L 4' ® m LL am a� 4 o Jm H'S B _ ` Ojm m v m ! a 6 HORIZONTAL MULLION IrNj r W m A& ANMiORS �OR D C A,9,C oR P ARCKES TO W INSOMBED O a \ INSIDE RECTANG"SHAPE 12 � � m 4 4 w m _ MuuaoN SPODUCT 11 PRODUCT 0 W Im7 PRC<AZWU GLAZING DUCT p.�WHOR$ TYPE D 20 28 30 35 40 45 50 56 60 65 70 75 60 85 LLJ 20 26 30 35 48 45 50 55 60 6S 70 75 80 85 AnCHiDRS 2 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES - A 8.C OR I 4 '� Iry MULLON SPAN F M Wt K2 N M rb m ANCHOR 100.6 CHART m ANCHOR LOAD CHART � O� Ir;"Na ANCHORS TYPED Z GZ Z to 0-6 B" m ux O j - TYPICAL MULLION ARRANGEMENTS !25c3 a g U•-2 m 11A 16" m -3 8- wf +url WIDTH (W) m n l 4- m � . I° L SP o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER am Qm LOCATIONS AT HEAD, SILL OR JAMB ENDS. , .j XQ m m FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. H® 08m a- a (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DI I' U-) 0 24o ryn 3 m _ • • • • d o W; m m i• '^ a $moEeTcTl >L Ergr:JAVAD AAM ° c i iffi ccseptYL'S,a�ItL7ita F�u'ida CML I 10 C'-NFCAIN.7838 ANCHORS TYPE C • •m ANC c m rgj;e�� drawing nO. 20 2S 30 36 40 46 50 55 68 65 70 75 80 85 20 25 30 35 40 45.50 60 60 65 60 76.80 8S • • . �pt4 AAgS-130. TRIBUTARY WIDTH - INCHES TRIBU4P*'P WISTH - INEREI • • • ANCHORS cs-kieet 3of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 4,uWTCH WOOD aucK 8/4't UITRACON TO ACCOMODATE e 1/ANGLE \ ade.1/a'0 ULTRACON .CLIP ANGLE TO NAS"Y ANGLE e. 0 i/9'' ALUM ANGLE ." ALUM ANGLE ' o ALUM ANGLE 2/ =� B to N" -- g to NGLE• - 1•�7i e a. 2/ANGLE < J/ANGLE � a 41.. c ----C--- -- . � 1-3/8'MEI..EMBED d "2/ANGLE MULLION MUWON MUwON a a =cx1NGRETE oR 4 wNASONRY BLOCKS 1BY OR?B'f 2BY - a� WOOD (�`WOOD-BUCK,.-MUWDN � MULLION - I 2 X 2 x t/8' 4i 2 X 2 X +/8• 2 x 2 x 1/8° � - ^ MULLION ALUM ANCY£• a: _ I ALUM ANGLE ALUM ANGLE 3-5/8'LONG p 2-5/8'LONG 2-5/8"LONG t_ tu z W I ! V I Z M Z z� -- , p o -- _ 3 o-a. I .••-.MA)L MAX. I e I a La 1.500 MAx. Q ' MULLION L I - I 2 x 2 x 1/8• H]J LJ ALUM ANGLE i ; c v !- 14 S.M.S. a N f 2/ANGLE . . MtN. • /g" plp.ULTmmNoft'Eya*ern Ks. Fy®155 KSI) yy00D BUCKS NOT BY C.G.I. c - i —miss SILL INiO 2_BY0•bQPD�U&S•OP,*aD SI'QIJCTURES MUST SUSTAIN LOADS IMPOSED. NOTg i OR TRIM •t-3/8'*Sft "ETRA ION%T@ Y&OD - �S YRODUCY En9r.JAVAD AKMAO tl 6 THRU 1 BY BUCKS INTO CONC. OR MAS_ONRY�'U f °' p� t yw Fu P��osez 0 1-3/8" MIN. EMBED INTO CONC. , g1•tto N° 4 -` CAN.3538 2'NLN° a< < a •••1�1• MlN.•L�rt�EL•�•J MAS:NRY • t Oda n < • LA 6DG�DL�TPN ••• • • -_- „ -a d <- •• • • •� • • P/Bmei pede WoBat Com+ - ,droving na. PRECAST CONC. a 9 1/a'DIA.ULTRACON •t•INTQ CON �n1 E ONRY = -1•/J'•MIN.. . < \�_J/B iAN.EMBED INTO woos srR�tTUR 1^ MIN. » M95-13A /ANGLE INTO METAL. STRUCTURE 1/2" MIN. - �[�1 :sheet 4 °f S • •• •• • • • •• •• ANCHORS TYPE V �V s� TUBE'MULLION • z ,1x2, 1X3, 1X4 O 3 P >i TRIM WOOD BUCKS A TO INSTALL ANCHORS `YY . F; ACCESS HOLE O: .j X12 X 1/2"S.N.S. SEE CHMf FOR OUAMRIES TUBE MULLION a a SIIo No.OF 3 I LIITRACON 3/4• A 2 dls TYPE C 4 g PLATE I I O 1/8'THK. (6083-78) I THIS SCREW CAM i I #12 X 3/4 FH SATSINSTALLED a DIRECTION N EITHER 1 I 1I PER' MULLION 2 PER CCUP AT LARGERUP AT IX2& iMULLIONS a ALUM CHANNEL a f3/4 X i-3/a x 3/a x 1/8 LENGTH ro q.OSE FU MSIOE TUBE � I MULLION 1/8'THICK ALUM CHANNEL-,/j; It 1BY OR 20Y TUBES 7d . LENGTH TO FIT SNUG i 1 In W �• INTO MULLION i Z w i NM m o �L� ANCHORS DETAIL #1 Z xz METAL TO METAL CONNECTION O 3 0O.s.9 I 1 � I I 12"X 3/4'S.M.S. (2) CT PLATE.TO CHANNEL MULLION 1 C _ t I I I r I I $ 1 I 1 1 I L-1/4' ------- ' ALUM PLATE • ••• • • • • • •• 03 MIN. • • • • • • • • • 'q° N a w 04 0.0 nqr:JAVAO AIA4IAD 4 - ° ° n • ••• FLA 9 30582 z • ••• CAN.3536 < PREZAST'CONC. a Yl 2'MIN. •to : • • • Fbd6a y . e s SIU, EDGE DIST. jj •• • • ••• • • O•' 1 Jyq.-� S • •• • •• ZOJB tlrowing no. '. 1/4'DIA ULTRACON ••• • 600 • JJ 1-3 8'MM.EMBED r� ••�� 2 P PLATE Nmima .-IfElct �.7 J-1 JAcc DEC 1©9Q1 Bheet 5 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I T ', 44.8 51.7 S �{r�''``}J 268 1 W .MK Y NDA# 'SERIES-TYPE IMPACT SRE(IN) APPROVED CALNLATED RE IN w .•rY.^ -� 1 209 0 #211 212 3 214 TYPE W X H ,PSF(+ s lJ - - -- t �1 _ _ .__. _ _ ---- 0103. 14.0627.15 'SENTINEl15D"SGD 1-INS LAMLANN/HS 60X96 60.0/60.0 41.0/51.7 OK D104 .34.0627.15 °SENTINEL 350"S6D 1"INS IANAI ANN/HS 60X5% 60.0/60.0 41.0/44.8 ., OK _ .•... ;a EiEY.n•YrtD7I D305 14-0627.15 "SENTtN0.15C.SGD 1°INS LAW ANN/HS + 72X96 60.0/60.0. 41.0/44.8 OK A J 4 -^ ... .. .• '« .. 3'6ibv9t D106 14-0627.15 'SENTINEL 350°SGD 1'INS LAMI ANN/HS 72X96 .60.0/60.0 41.0/44.8 OK 4rrauvcs ---^)- ARM7M E .. �1 g w i ® f is tt• .S .D107 14-0627.15 "SENTIN0.150°SGD 1'INSIAMIANWHS 72X96 60.0/60.0 41.0/51.7 OKdSA�371B3 17 t "i^�f - J S NEW DOOR 13.0226.06 '3605ENnNEL'DOOR 1"INSIAMIANN/HS' 59X96 80.0180.0 41.0/489 OK y/GIiL�01d ~ I 'aJi` w333-Wliz 14-0735.05 °sE1mNEL130'�1r SWNSlAM1ANN/HS 3OX55 �.0/SOA 45.7/49.6 OK yy(q lt[q D lwil'Fw,2 183 isPi. ,1 `�t ,� 108 f. `. Q7F-I UNITED 14-0113.09 'SENVNWUNCUPMULL 1%21/2X56 66.1/66.1 45.7/49.6 OK :. .. 13 t7+ _- - - .... W208 14-0506.01 '238'CSMT 3/4'INS LAM ANWANN 3OX48 97.3/97.1 45.7/49.6 OK ,�G1,61Y,�11•'>I� W209-W210 13-0226.06 °160SfKnN 9D1UTf 1°INSIAMI- I ANN/HS 35X% m.0/80A 41.G-US OK -1t - ^^""-""' •- .�:6aNpvDl UNITED 12-1220.15 'CUPPED"MULL 2X6%97 130.0/130.0 41.0-08.8 OK 80.0/80.0 41.0/489 OK i> .-- ^--.'-._•^` W211-W212 13-0226.06 'i60 SENTINEL"SIOELITE PINS LAMI ANN/HS' 33X96 �41 . --"" """"•.• - .___ �J 2%6X97 130.0/130.0 41.0489 OK _ .6•..1�`f$tiflVDt 12-!220.13 "CUPPED'MULL .r10tl01tg8p101�ad QS/. J .. _. .......».. -._. ... ....-� UNITED .. a AP-L'WtrNDJ b W213-W214 13-0226.06 °1605ENTINEL"SR>�ELDE 19NSLAMI ANN/HS 35X% SOA/80.0 41.0/51.7 OK b�ygb 0.0 inmfcVDJ 2X6%97 130.0/130.0 41.0/51.7 OK � • °' MULL 12-1220.15 °OlPPED°MULL b�i�,-,� i ......�...��..�......,..... .� - �.....� �, _..-..- '�' `.�.'._...�_....- _._� �'.iby�47at6•YR3' p1 4Ymiala a uft ,a�uA,riLcL� 3 Ata�saA>•>sa�Ida ' aq-^- & cNanw MKO NOAA °$EIUES'TYPE IMPACT SIZE(IN) APPROVED CALCULATED RE EXISTING STEEL COLUMNSBEIWEEN TYPE WXH PSF(+I ) PSF(+/-) MARK aAa8a71twimcWadb W210 AND W211 ��tM� W212 AND W213 W212 AND D106 W319 14-0506.01 °238"CSMT 3/a°INS TANT ANN/ANN (2)353/4X62 60.0/60.0 45.7/49.6 OKD.1 05 (IalswM�•W111eih04• D106 AND D107 UNITED 12-1220.15 'CUPPED°MULL 5%3%1/8X64 65.0/65.0 '45.7/49.6. OK W120 14.OSMO1 '238'CSMT . 3/r IM tAMI ANN/ANN (2)353/4X62 CA.O/60.0 45.7/49.6 OK • ➢: UNITED 12-1220.13 'CUPPED'MULL 1%3X3/8%64 65A/65A 43.7/49.6 'OK 'lraAim�aa�ra+loa� � . UNITED 2%4%3/5X64 13p.0/130.0 45.7/49.6 OK Odom ft W119.320 12-1220.15 °CUPPED'MULL ��n T~� f W301-W102 14-0731.05 "SENTINFL7�'FW 4"INSLAM,-N/HS 35X96 75.6/75.6 41:9/45.7 OK E- UNiTE0 12-3220.35 °CUPPED°MULL 2X6%98 130.OIL90.0 41.9/45.7 OK W103 14-073L05 °SENTIN0.110'FW 1'INSLAMIANN/HS 241/4X48 80A/80A 45.7/612 OK ' - W201 14-073L0S VNTINEL130°FW VINS LAMI ANWHS 32X32 80.0/SOA 45.7/612 OK L�.Gp�pydmlN6ed 74.7/74.7 45.7/612 OK W219 14-0506.01 °238'CSMT 3/4"OiStAMIANN/ANN 36X50 ; . + W220 14-0506.01 '238"CSMT 3/4"INS lAMIANN/ANN 36x50 74.7/74.7 45.7/49.6 OK , • (, 8 W221 14-D506.01 "238'CSMT 3/4'061AMIANN/ANN (2)30X36 110.0/1295 43.7/49b .OK � ' „ . - _ __.. a7 -- .--•. - _ UNITED 12-1220.15 'CUPPEC MULL 3%2%3/8X37 130.0/130.0 45.7/49.6 OK 14.0306.01 "238 CSMT 3/a"OULAMIaNWANN 30X36 10.011295 45.7/49.6 OK . ... - - .--- ) - W223-W224 14-0506.01 "238°•CSMT 3/4°DB tAN6 ANN/ANN 36%30 5/8 174.7/74.7 43.7/49.6 flK � W227 14-0506:01 "238"CSMf 3/4INS tNYB ANWANN 36X50 5/8 74.7/74.7 43.7/61.2 y _ YENINEL 330"FW 3"INS LAMI AN Ims 24X62 80.0/80A 43.7/6122t.6x#.:'�i p-0' eSt T•d' -...- - ay TNggym 14-0731.03 -sam0.330'FW VINSLAMIAN24X62 50.0/80A 45.7/49.6 t PmaAa a-ri-r!' . ae 4'aa 73 _ _ _ . ]� z�-' yy' : a asks see*** ➢iY, ylf `� W `M 223 224 = _ 6 Q •• .Ff1 • .s 'ate , 1, _ rr• • - ••••••• Mu112Xa , - ., ;��_ ,:i '� ��,7T+`� s '��►,�1.a..>a • 0-1 o* ...... APR 1F� ••' }.,..,, -aC•44fry5rJJ .. '_'_ �' _ �« • ..sILLCRI) ••••• • $LEY.$kL !TOOT .6 -._ -�� . . �' - ... �y/� �• ��.'""'"8••••• "••••••; aw-0 VIP 2 e _ _ 1wFT ro oy tics- rry A • NE44@163e6► • we . '�W ,~ 11)11 ' ♦ .W ; --- •. #°q �•••i •••••4 101 +� ao 6,.2 .+WW • • r �122 •.••:' No ••••:• no No 8t6v @'eTDPt -' -.� _ .. = 1 ' L. �.. f;'I4➢I *04 sI)oicss °V�iNa J',.� p{l{ ) IO 37,py clot✓ 4. g''��{ - '� �!'• YDS. Y.'RDF py �y OV`I• B /�g.�^ '. - , .fib Slu• l`6 5�9 [--=� DAT C ill W�j� FONTMORTH"CLEVATION 3 SCatEd va.r 0' -- - .- 7 6GAd 5✓4•aT•O �^ 7 !AH(',E WITH All FED-RAL Ie{ „ 'ii, �_. �;�1!Y'ItUI!-S AND )I ATIONS WEST ELEVATION - MK# NOA# "SERIES°TYPE IMPAR IATED RE SIZE(IN) APPROVED CALL EAST ELEVATION SEAT TYPE W i H PSF I. PSF -1 MARK MK# NOA# 'SERIES'TYPE IMPACT' SIZE(IN) APPROVED CALCULATED RE TYPE W X H PSF(+/-) PSF(+/-) MARK CGI W309 14-0731.05 'SENTINEL 130"EW 1-INS LAMI ANN/HS 36X55 80.0/80.0_ 45.7/612 UK W110 14-0731.05 'SENTINEL 130'FW 1-INS LAM[ANN/HS 36X55 80.0/81.0 45.7/49.6 OK W104 14-0506.01 "238"CSMT 3/4']NS IAMIANN/ANN 33X55 64.8/64$ 45.7/49.5 OK W313 14-0731.015 °SENTINEL 130'FV✓• 1°INS LAt.41 ANN/HS - 30X81 80.0/80.0 45.71612 OK W105 14-0731.05 "SENTINEL 130'FW 1"INStAMI ANN/HS 481/4X$91/4 59.6/59.6 43.7/475 OK W114 14-0731.05 'SENTINEL 130"FW .1"INS LAM]ANN/HS 30X81 80.0/802 45.7/49.6 OK W106 13-0G06.05 "SERIES 236"PROJECT 3/4'INS LAMI ANN/ANN 32X32 1079/107.9 45.7/49.6 OK , WI15•WIl6 14-0506.01 °238"CSMT 3/4'INS IAM]ANN/ANN 36X55 64.8/64$ 45.7/49.6 OK W307•W708 14-0731.05 'SENTINEL 33MFW I"INS LAM[ANN/HS -36X55 80.0/80.0 45.7/49.6 OK W117 13.0606.05 YERIR 238"PROJECT 3/4'INS IAM]ANN/ANN 33X22 110.0/1615 45.7/49.6 OK V4= 14-0731.05 'SENTINEL 330°FW 1"INS LAMI ANN/HS 32X32 80.0/80.0 45.7/612 OK - W118 14-0506.01 °Z38"CSMT 3/4•INSLAMIANN/ANN - 24X43 110.0/121.4 45.7/612 OK W203-W204 14-0731.05 'SENTINEL 13WFW 1%NS LAMIANN/HS 32X30 80.0/80.0. 45.7/612 OK = W215 14-0506.01 "238"CSMT 3/4'INS UlMITMP/IMP 28X78 74.3174.345.7/612 OK W225 14-0506.01 °238'CSMT 3/4"INS L4MIANN/ANN 36X43 809/809 45.7/612 OK W216. 14-0506.01 "238"CSMi 3/4°IDIS lAMi 7MP/TMP 28X78 749(743 45.7/49.6 OK W226 14-0506.01 °::38"C�114T 3/4'W LAMI ANN/ANN 36X43 809/809 45.7/49.6 OK MOM W217-W218 14-0506.01 "238'CSMT 3/r INSLAMIANN/ANN 3603 809/80$ 45.7/49.6 OK - 370NE101dS4re+e! 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Sr ELEVATION E.EV.10'.7 RDBJ - ••• _• - •» -.__ _ 3 - S T. ,D.e�o X12-CFU• •• '1' • -4 0-79-11' •• ••• 1 W 3 , 49.d's 217 II 418 , 9.8 •••••• _ 1�Rfv ,.._ n_i]-u • • 0 W X45. W 2 :0010,0110 mt Twyt VLO-Wto 1I7 15 •••• �,6 , 0 !,9 � :• •• oaab8m •• ••• s , 4-1 _ ._ � � _- - - _ - • ,sa,• OYIF 00 000 0.W.8'.7lTDPJ $ - _ : -. .,. ._ - I:4Fv.B• Af *Vely • v7.lYN6.V13J 000, 890 NeW""'�'.'- aT•7 wyvpJ 5• +45. r•' • • • R nce • r- 4 -. -61.2 tR.M t•-0}'RDBJ -• • 612 3t 9. aEr•;04CaYDJ 1s7�8Hf► •• ••• ( NkaN9+am FlaMo • • '-7 yy. • • • 33138 •• ••• 110 ? W 5 W 5.7 - .._ 118 .`d' • • • t: b' 113 [61.21 114 8 X15 X18 r----"-"^'-- - _ --TJ Elevations •4'•MR•RRy Rt h -- -' -. - - T 6Ev 0'RD J ELEV•=.9'RDI/o- 1D •I0.0YN4V9J - W-4 V!'u:lsvDJ ' 91.@/.-46'RDPJ W-0 WVNCIVVJ 11.09E a-WI LEVEL w I - 0tnavDJ SiDEFUEST ELEVATION A�� SCaL.E, va'.r.r�° /1 I b- s • t OUf DOOR LIVING ROOM j--�-1 104 1103 ° 0 OUTDOOR. DINING TER CE DINING ROOM ROOM j: NEWLOR �J PANTRY •( "i f 0 � '3 107 tt� 10S �•� _ MASTEh j J BATH L; MASTER GREAT BEDROOM ROOM DEN KITCHEN G . STAIR HALWAY BEDROOM 2 BATH 2 BATH 3 PLAYROOM ° BEDROOM3 �. LAUNDRWMUD 101 OYER ROOM � GUEST ' BAT w••••• iONE-CAR •• • ••+• s L,�,1 • GARAGE •••••• •••• •••.•• • TAR •••••e L2 GUEST •••• • • , • ROOM •••••• �••••• .•••• { 1 102 • • • • •••••• 1st FLOOR PLAN _ 2nci FLooR PLAN �....,.._ JAMES A TURK AND JANINE TURK 9150 NORTH BAYSHORE DR MIAMI SHORES, FL, 33138