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WS-15-2313 f 1 ' Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-M Fax:(306)75"972 Inspection Number. INSP-248492 Permit Number: WS-9-15-2313 Scheduled Inspection Date:December 14,2015 Permit Type: Windows/Shutters Inspector:Rodriguez,Jorge Inspection Type: Final Owner. DEANE,JAMES Work Classification:Window/Door Replacement Job Address:262 NE 107 Street Miami Shorts,FL 33161-7062 Phone Number (306)$07-6998 Project: aNOND Parcel Number 1122310130561 Contractor. THE COMPANIES OF R&S INC Phone:305-2566666 Building Department Comments 15 IMPACT WINDOWS AND 4IMPACT DOORS.BRONZE Im ° Passed Gommenta FRAME,CLEAR IMPACT GLASS INSPECTOR COMMENTS False Inspector Comments Passed ` CREATED AS REINSPECTION FOR INSP 246164.CREATED AS REINSPECTION FOR INSP 246052 CREATED AS REINSPECTION FOR INSP 243304 No access Failed a PENDING REQUESTED LETTER Correction --lM b op vn4-Ptok qowk�V4L RQ- Needed The Re-Inspection a_ Fee—. No Addltlonal Inspections can be scheduled until re-Inion The Is paid. December 11,2015 For Inspections please call:(306)7624949 Page 25 of 48 S U A R E Z E N ® i N E E R S , L L C PROFESSIONAL ENGINEERING CONSULTANTS 12020 SW 70G'Ct Pinecrest,Florida 33156 (786)547-9401 esuarez@suarezeng.com EngUc#CA29429 November 23, 2015 Miami Shores Village Building Department 10050 Northeast 26d Avenue Miami Shores, FL 33138 Tel: (305)795-2204 RE: 2x Buck Installation and Attachments Permit Number: WS-9-15-2313 Property Address: reet Miami Shores, FL 33161 Mr. Inspector, I reviewed the use of the wood bucks for the above referenced address.To the best of my knowledge and professional judgment, I found their use to be in accordance with the current edition of the Florida Building Code. I have determined that their anchoring as noted below will properly transfer the loads to the structure. Wood bucks shall consist of 2"x 6"members (Pressure Treated Southern Pine Grade#2 with a minimum allowable bending stress of FB = 1250 psi).Wood members shall be free of all imperfections such as splits, checks or excessive knots.Anchors utilized shall be 1/4"x 3 1/2" long Tapcons spaced 3"from the ends and 9"on center staggered with a minimum of 1"from the wood edge. Should you have any questions or need any additional information do not hesitate to contact me. AQ • R ... . TO ///�p•. .CENAF, O • No.64759 ' W Q STATE OF ZORIDN SZONAL /111111I Eduardo A. Suarez, PE License PE64759 Permit 'I eK° JP, Shores Village PeT#tt/ yj0 :, 10050 N.E.2nd Avenue NEReacein '� �Miami Shores,FL 33138-0000 � nV#fipl yfi� e Phone: (305)795-2204 "tteltt5: `tPRC VIKII tOR[O� j� Iss u 39121?15 Expiration: 11 / 1 Project Address Parcel Number Applicant 262 NE 107 Street 1122310130561 JAMES DEANE Miami Shores, FL 33161-7062 Block: Lot: Owner Information Address Phone Celt JAMES DEANE 262 NE 107 Street (305)607-5996 MIAMI SHORES FL 33161-7062 Contractor(s) Phone Cell Phone3 Valuation: $ 18,000.00 THE COMPANIES OF R&S INC 305-256-6666 F Total Sq Feet: 289 Type of Work:15 IMPACT WINDOWS AND 4 IMPACT DOOR Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 DBPR Fee 111YOICe# WS-9-15-57047 $4.35 09/21/2015 Check#:7346 $286.50 $50.00 DCA Fee $4.35 Education Surcharge $3.60 09/11/2015 Check#:7341 $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $336.50 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 assure 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 AFFIQAVIT: I dert' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anOl bm . Fut lbgfe(l��authorize the above-named contractor to do the work stated. i''�`�/( ( � September 21, 2015 Authorized Signature:Owner i / Applicant / Contractor / I Agent Date k Building Departmept Copy September 21,2015 1 1 qI ��I �� Miami Shores Village Building Department SEP r I o 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 (:- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 y � BUILDING Master Permit No. w S 15- 23 f{3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �q r CONTRACTOR DRAWINGS JOB ADDRESS: Z- 61 City: Miami Shores County: Miami Dade zip: Folio/Parcel#: I a Z }�" 0/r. a ld S6� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: rr FFE: OWNER:Name(Fee Simple Titleholder): �a'��, 0C'`t�C Phone#: �5 D Address: Z 61 A/� ,St / 7 v City: i�`� �Kce�l State: r Zip: 336 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � �0AA 14. i ( �� Phone#: �OS Address: l S t-j Z `7 City: State: (' / a Zip: Qualifier Name: J ( s1z Phone#: �'� State Certification or Registration#: C GC-® Certificate of Competency#: DESIGNER:Architect/Engineer: S'\je -t ec 1 t" a Phone#: Address: 1702 L) S ® C T City: �I I Stater/• Zip: 31116 QQ Value of Work for this Permit:$ / O/DC6• Square/Linear Footage of Work: Z © Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ 5D cc Permit Fee$ ;Oq(a X0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ • �® (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 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. ,I Signature - Signature -'OWNER or AGENT CONTRACTOR Th forgoing instrument was acknowledged before me this T fogoing nstru ent was acknowledged before me this /U< day of M 20 J� ,by day of Y A I 1 Ll t' 20 ,by c� ✓�S ,wh is personally known to U V I✓` " `1,w is personally known t me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: r ° `"i z Print: rlckz �o�P;::."�a4� I.sl'F#.NFgNANCI :"�°�•� LAURA HERNANDEZ Seal: C yyy Seal: Wry COWAISSION#EE 664425 EXPIRES-January 10,2017 E;.''i`'r c:)an4#ly 10,2G1r `''•o��,., Sn,>><<Yiid9I�l'�IYkeB '4rFe��0 f;or,craThryBudgBtNd�yServi� APPROVED BY flans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 000057 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 95273 \ILBT .I/ BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES COMPANY OF R&S INC THE RENEWAL SEPTEMBER 30, 2015 8715 SW 129 TERR - 95273 Must be displayed at place of business MIAMI FL 33176 Pursuant to County Code Chapter BA Art.9&10 r� OWNER SEC.TYPE OP BUSINESS PAYMENT RECEIVED COMPANY OF R&S INC THE 196 GENERAL BUILDING CONTRACTOR - BY TAX COLLECTOR Worker(s) 10 CGC016750` $75.00 08/01/2014 CHECK21-14-041304 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit'are certification of the holder's qualifications,to do business.Holdermust comply with any governmental or nongovernmental regulatory laves and requirements which apply to the business: The RECEIPT NO.above must be displayed on all commercial vehicles-Miami--Dade toile Sec Ba-716. For more information,visitymm miamideda.aovHexcellectm RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �� .. CONSTRUCTION INDUSTRY LICENSING BOARDa.� CGCO16750 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the,provisions of Chapter 489 FS. Expiration date: AUG 31,2016 DOWNEY, JOHN T �♦ THE COMPANIESOF_R&S fNC_ 8715:SW 129TH TERRACE MIAMI _FL 33176-5903_ ■ ISSUED: 08/03/2014 DISPLAY AS REQUIRED BY LAW SECI# L1408030003415 COMPA-4 OP ID:RG CERTIFICATE OF LIABILITY INSURANCE D TE(MMI20 5) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 NAME^'T Taryn P.Matlut BROWN&BROWN OF FLORIDA INCPHONE 305-364-7800 A C No:305-714-4401 14900 NW 79th Court Suite#200 Miami Lakes,FL 33016-5869 ADDRESS:tmatlut@bbmia.com Taryn P.Matlut INSURERS AFFORDING COVERAGE NAIC# INSURER A:Brid efield Employers Ins Co 10701 INSURED The Companies of R&S,Inc. INSURERB:AIX Specialty Insurance Co 12833 8715 SW 129 Terrace INSURERC:Wesco Insurance Co. 025011 Miami,FL 33176 INSURER D 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. IE ImAn ADDLPMICY TTYPEOFINSURANCE POUCYNUMBER DDNYYPOLICY EP LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE a OCCUR LlYA26439801 04/01/2015 04/01/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000+0 X ET LOC PRODUCTS-CO POLICY 1:1 PRO- $ 2,000,00 OTHER: Ded BI PD $ 1,00 AUTOMOBILE LIABILITY (CEO ecoldEOtSINGLE OMIT $ 1,000,00 ANY AUTO X WPP114682001 401/2015 04/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS UTPROPERTY $ HIRED AUTOS TOS er ccientCX $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERSCOMPENSATION X I STAT UTE ER AND EMPLOYERS LIABILITY A ANY PROPRIETOR/PARTNERIEXECUTIVE Y/N 83044716 04/01/2015 04/01/2016 E.L.EACH ACCIDENT $ 1+000,00 OFFICER/MEMBER EXCLUDED? Y❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 byes,describe under 1,000,00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached h more space is required) General Contractors CERTIFICATE HOLDER CANCELLATION MI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2Nd Avenue Miami Shores,FL 33138 AUTHORVEDREPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD C,• ;rJ + ( t s -rC a.� ` o _- �" fit+,,• ',wx . 21..� rye, '' ^' a snr'�#s' a - k` �¢^i k�'� 'G`•' }+' Of x' i 21 _ 1 g , N! � pi..._ a mi i i - 'tea► t • ` to • j .� ' -� Ago 10 oil all ,lot . Ile 044 • r y 41, low f rA � "�� - ire � � � • �� ' �� 1 r t �. as M GIL ' � J .t 1fR p 11 y k `- ' fes_,:;� ��'� �., �, � � `s�\1� •�' r -aw. t f � r �` ..`:.r y 11""'. *.s:J Mfr' • �C � x r ' s ' I i 1 1 r 1 11 f�Y Ce` .� ".`� �� tea!/, �� '�` }4. �- ��71I'I hu'< ��✓��a•,,�� IA �' a ,1 �L.\ /•fit �/�jai.., _� �' �I 1 �`1�` ,yM uf_ lk r ' ✓ a y :.,..r®w�1 __ ��as.��:�G� ��rri��'� 's7t -�._ -' '• _ �f� :; ��ff�fiPt � \ Ir' ��-�f� �-� / �� i � Y 1 t q MIAMI-ME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA wynv.miamidade.gov/economy (CGI.Wind6T`T A_oors) 10106 NW 2Sa'�Street Miami,'F)<,331'12 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCIII�"T #}N:series Clipped,Extruded Alumiutttm Tu `th#373 Framing Member—L.M.I APPROVAL DOCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1, 2, 2.1,3,3.1,4 and 5 of 5,dated 11/25/95,with revision G dated 07/07/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control P.Mg$n stamp with the Notice of Acceptance number and expiration date by the Miami-DadB•CUUu q Pr.oddcl Cont?o'1••;• Section. see*** ••0••• . 9999.. (1ISSILE— 117�Il'ACT ATING:Inrge and 5malt IMissile Impact Resistant) •••••• • 9999 .9090. LABELING: Each unit shall bear a permanent label with the manufacturer'?paw or Jim4i+ty, stake, • 1.9.9 model/series, and following statement: "Miami-Dade County Product Control Appreved", unless.otherwJ41 - noted herein. •••••• :•000• .000.0 RENEWAL of this NOA shall be considered after a renewal application has b.�ri Mid and there has been•, no change in the applicable building code negatively affecting the performance of thisproduci� •••• :00": 0 TERMINATION of this NOA will occur after the expiration date or if there has'beeft a reXisian pr charge": in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ahendorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0203.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. -- MIAMI•DADt?COUNTY =— ( ��i�_i*�'7 A�!Qro� Dam�Aivanst, 32015 r Page 1 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#02-0123.07) 2. Drawing No M95-13,titled"Mullion Elevations and Details", Sheets 1,2,2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95 with revision G dated 07/07/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Test Laboratory,LLC, Test Report No. HTL-0080-0105-08, dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA#08-0429.04) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC PA-202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI.-96-525,dated 02/12/95 signed and sealed by Hector Medina,P.E. (Submitted under NOA#02-0123.07) 3. Test reports on: 1)Large Missile Impact Test, Loading per FBC PA 201-94"'. along with marked-up drawings and installation diagram of ari ahlnfinum fixPil window,prepared by Huixicane Engineering& Testing Inc., "Reporf A'..' :. HETI-96-525, dated 10/30/95,signed and sealed by Timothy S.'MArshall, P'E. :0000: (Submitted under NOA#02-0123.07) •...,• ;••••• C. CALCULATIONS •• •• ...... 1. Anchor verification calculations and structural analysis, comjfyinjwith FBIC-5"I •; Edition (2014), dated 04/13/15 and 07/17/15,prepared by Al Farooq CciMuAtion, signed and sealed by Javad Ahmad,P.E. •• a 006 :0900: 2. Glazing complies with ASTM E1300-09 •• • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manu I P eVISSE. Product Control EsY41O. er NOA No.15- 07 Expiration Date: April 26,2017 Approval Date: August 13,2015 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0105-08 issued by Hurricane Test Laboratory, Inc.,dated 3/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA#08-0429.04) G. OTHERS 1. Notice of Acceptance No. 12-0203.13,issued to CGI Windows &Doors for their Clipped,Extruded Aluminum Tube Mullion with#373 Framing Member—L.M.I., approved on 03/22/12 and expiring on 04/26/17. 6964 • 6666 6666.. l •646•• •64• � • •4449• •4964• 9 • • •446 •6646• • • •4464• • 96V9 4 6.46• •64464 � • • • • • 944444 •6444 •6 •• • 441444 •9946• • • 6 6 • • ••469• • • •664•• •• • • 444 •4464• • • Manuel Perez, Product Control Exanwr NOA No. 15-0420.07 Expiration Date: April 26,2017 Approval Date: August 13,2015 E-2 ti -- MIAMI-DE . r n�llAn�ll-DADS COUNTYMs ,k; PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) « waniamidade.sov(econoiny (CGI WINDUWA111D DoaRS,Il�IG� - 01<00 2S streef Mjaml FL 331'2 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (Li Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count),) reserve the right to have this product or material tested for duality 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. ( ESCRIPTION Series"Sen#iue1E X50"AlumTiding Glass Door sv/wo Reinfre �ents-L.11rI,1 APPROVAL DOCUMENT: Drawing No. W10---31 Rev K,titled Series"150 Sentinel Aluminum Sli4iiig•Glass Door",sheets I through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 1S.1,p»epared%yAl'Faropy.... Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by Java(14fimad, P.E.,Waring the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance numbW oAd Revisitn7 date by....•• the Miami—Dade County Product Control Section. 000000 • - - 0000 0000.. ILEIMPA ATINGL ; y� �a �{� :. . am. , '^d SNnAl1'.+;..f act RM31 �sW 00000 a 000.' X 0 0 0 0 0 00000 000. Limitations: 00.00• . 0...0 0 0.0 0. 0 .• 1. Pocket wall is not pant of this approval and to be reviewed by AHJ. •• •• 699000 2. See Design Pressure(DP)table: Sizes Vs glass types, Interlock reinforcing&sill riser'.&VIte max allowable •. panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8.Lower cecislrall 0' controls for the entire assembly. • • • so* :*Soo: 3. Max shun not to exceed%2"at Head/jambs&'h"at Sill()v/High strength poured&hardened groul�.?hd Sill to be installed w/anchor type B-2, directly into cone. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA#13-1121.06 and 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. • =TYAba c0E t J su Bate: Sept 2222020, o ! "ivtit Date: 11+1hre1i O5 2015 Page I CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.WIO-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 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 6-panels Alum SGD 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 have been revised by an addendum letter dated SEP 2,4,2Q 14, iss4C by ...... Certified Testing lab.) .. 0 00 0 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94000060 O.L.0 0000.. 2) Uniform Static Air Pressure Test, Loading per F>3C'IM 202-94 :0 0 0 0: 0000 3)Water Resistance Test,per FBC,TAS 202-94 •••••• ::006:0 :0:606 4)Large Missile Impact Test per FBC,TAS 201-94.0.0 0 0 0000 -• 5) Cyclic Wind Pressure Loading per FBC,TAS 20`0-94•• �•0 0 0 0 ••••;• 6)Forced Entry Test,per FBC 24113.2.1,TAS 201-114 0 '0 along with marked-up drawings and installation diagram of Ahem SGD,psepawd by�t."Cane Soso•0• test Laboratory, LLC,Test Report No.RTL-0080-1208-090, dated July I0;1a10,sionatl'snd seated by Vinu J. Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) 00 0 along with marked--up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing,Inc.,Test Report No. ATI-CO733.03---450-18,dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on FEB 17,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.C. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Appro-ml Date: Match 05,2015 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours, Inc. for the "DuPont Sentry Glass®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1231,08 issued Eastman Chemical Company(MA)former Solutia Inc. 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 Javad Alunad,P.E. 2. Addendum Ietter 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. 6666 . . 000606:0 G. OTHER •6 6 .. 0 . . 6 . 1. This NOA revises & renews NOA# 13-1121.06, expiring on Sep. 22,'2015. •••• •••••• 2. Test proposals# 13-1098,approved on Oct 02, 2013 and revised on V. D.024, 2014,•• signed by Manuel Perez, P.E.,test proposal# 11-1225 dated DEC 16,2DdOI sigl:edby ..... Jaime D. Gascon,P.E. Test proposal #09--1073, approved on Nov. 85;£009 and.F;%. ail --:-00 -} test proposal dated 07-19-2010, approved by BCCO. " " 0000:0 • 0000.. . . . . 666606 66666. 6 0 . 666666 66 . 6 666 66 . Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 ` MIAMIDDADE MIAMI-DARE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnny.miamidade.eov/economy, CG is lows+&-Doors Inc. X0100 lvw 25 Strep rami,JER'1 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this 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 Flo&JO.Building Code,including the High Velocity Hurricane Zone. • • '••••' Soso** ESCPTIOIY:Series`f238"Outswing Aluminum Ci�sett�% �� iltiv�=L.M.Q.. ". '. __-.•�... ••0• 00.00• APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluki wn Casement Wdw. 0000. _ (L.M.I.) sheets 1, 1.1,2, 3,4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,with revision J-&At t 04/2fjj�};prepares • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing t'l a Miami•Dade Coudt$.••. Product Control Section Revision stamp with the Notice of Acceptance number�afu 8!piratieta•d&&e by the -• Miami-Dade County Product Control Section. • 0000.. SSILE MPACT TING:Large anal Sii>Elali Missile Impact Res tags# : 000000 _ •00000 LABELING: Each unit shall bear a permanent label with the manufacturer's%me:or logg, pity, staj,••• model/series, and following statement: "Miami-Dade County Product Control Approved", uttV otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAHNATION of this NOA will occur after the expiration date or if there has been a revision or change- in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall-be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 documentation was reviewed by Manuel Perez,P.E. MIAMFDADE COUiVTYi'UCwbbiBr ."6,20�$ �Appr� al uwe 26,2014 q11Pagel CGI Windows &Doors,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, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. 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 sealed by Ranjesll Patel;P.E'. ••••;• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ... . . .. ... 2)Uniform Static Air Pressure Test,Loading Fj� XDC,TAA,202-94. .. • 3)Water Resistance Test,per FBC,TAS 202-9a.. . . :" 0: 4)Large Missile Impact Test per FBC,TAS 2(P?-94 '•••• ••;••. 5)Cyclic Wind Pressure Loading per FBC,TAN•M-94�•••:• ��• 6)Forced Entry Test,per FBC 2411.3.2.1,and.TAS 202-94. .• along with marked—up drawings and installation diagram o;ari alumimH.V.fpemoi*• • window, prepared by American Test Lab of South Floridd, fiat., Test Report NQ,0 0.: ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry*Hattei j j.f. • (Submitted udder previous NOA #12-1220.14) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No, HTL-0080- 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 #08-1014.02) M dnue )- " z,P.E. Product Con ominer NOA;6506.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 _ E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with 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 and HETI-07-4298,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 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. HTL-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 Is#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�e rFBC,TAF,X02-94•.... • 3)Water Resistance Test,per FBC,TAS 202-94 . : .011. •. 4)Large Missile Impact Test per FBC,TAS 101:11 ••; ;••• 5) Cyclic Wind Pressure Loading per FBC,TAS.203-94. :••••: 6)Forced Entry Test,per FBC 2411.3.2.1, an&TA§202:44 •• ••:•• along with marked-up drawings and installation diagram of•M'a1urniAwn:aasem6fif•' • window, prepared by Fenestration Testing Laboratory, Inc.,J; W.Reports .No. FTL-. • 1003 and FT1 -1041,dated 10/14/94,both signed and sealed by Unil K-uriP.E. ••••:• (Submitted under NDA #96-0417.03) • '..' : C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel Pe E. Product Control Axamider NOA No. - .01 Expiration Date: October 26,2018 Approval Date: June 26,2014. E-2 CGI Windows &Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h 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. HT1-0080-0301-07 fo r.1pecimen A and B and HTL-0080-0905-07 for specimen B and C,issued by.Hurridma Fest ...... Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed an�-seafed by:Vann.J. •; Abraham,P.E. "0'00 0090 "•'0' (Submitted under NOA #08-1010.02) •••••• 4. Laboratory compliances letters for Test Reports No.HETI-0$41•43, 0000" HETI-08 2144,HETI-08-4287 and HETI-07-4298,issued 1V:ffttricatjt6..:. ••'••• -• Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08 all*%�g�and se led bY •' Candido F. Font P.E. • (Submitted udder NOA #08-1010.02) • 5. Laboratoiy compliance letters for Test Reports No. HTL-0080'0303-96 acid:': ' • HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc., dated 03/66/99 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA #96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTI.4003 and FT1-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted.under NOA #96-0417.03) G. OTHERS 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 10/26/18. Manuel Peror. .E. Product Control Ir a ner . NOA No. l -0 6.01 Expiration Date: October 26,2018 Approval Date: Jane 26,2014 E-3 MIAWDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy (CGI W1nd+�t:k:!&=Doo • i o,N�v.,zs st�� - rs (MiafniFL 33172 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AM(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. ESC OiY:Series;Sentinel 130"Aluminum l+'iiced Kiri` .._�I�.M,I, APPROVAL 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 07/21/1.4., prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,beating the Miaraispode • County Product Control Revision stamp with the Notice of Acceptance number anase pi.;ation data by the Miami-Dade County Product Control Section. 060:60 •••• 0.0000 ( SSILE MPACT' 'll'ITGc Lame and Small Missile Irt�pact Resistant •0000• •• 0066 LABELING: Each unit shall bear a permanent label with-the manufacturer's-ult�ttC or logo,oi>ry, stat*,•.. model/series, and following statement: "Miami-Dade County Product Control AttWdd", u4Ws UherwMe••• . noted herein. .. . 0000:0 RENEWAL of this NOA shall be considered after a renewal application has been filk and-there has beer:..:. no change in the applicable building code negatively affecting the performance oi;thi%pgoducr 60969 • 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revi54,gti or change in the matgrials,,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 11-1031.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ' Ntu.lt-t}7 1S M1QMI DADE COUNTY ..., t E iration l)*W e -umber 22.20]15 11 A royal Date I;4) w 10i Page 1• CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.L) (S.M.I.), sheets 1, 1.1,2, 3, 4,5 and 6 of 6,dated 01/30110,with revision E, dated 07/21/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P:E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of 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. (Subinitted 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:Corporatia%:§tgned qAq sealed by Javad Ahmad,P.E. •• • •• 00 . . 2. Glazing complies with ASTM E1300-09. "•' •••••• 0000.. 0000 0000.. • . D. QUALITY ASSURANCE 00000 000.0 . 1. Miami-Dade Department of Regulatmy and Economic ResoureCs� ;tER) .�.:. 00000 ' .. .. . 0000.0 0000.. E. MATERIAL CERTIFICATIONS • . . . . 000069 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont j}el�kmourts'Ma'Co.,Inc. . . . . for their"DuPont SentryGlasO Interlayer"dated 08/25/11,81piting ov'0 VL-4/17.•0000.• Z. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0.619/14,expiring on 05/21/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Manuel Ver P.E. Product Contr�!,`E�x�' finer NOA No.T4:0731.05 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 .PBC-5'a 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. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA 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. • • • •••+•s •••••• • • • • s 0 000 • • • Man el erez,P.E. Product ControlExaj finer� NCA No. 31.05 Expiration Date: September 22,2015 Approval Date: October lb,2011 E-2 1 M IAMDADE �IIAXII-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1-*-HC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w4v%v.miamidade.¢ov/economy CGJ Wxncluws&13uors 10100 NW 25`, S e 10ami,FL 3317 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and,the AHJ may immediately revoke, modify, or suspend the use of such product or material'within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESC I01 :Series��Sentinel 120"AIuminum Ho hd�riWindow—L.M.T. • 0000 APPROVAL DOCUMENT: Drawing No. W10-18,titled Series Sentinel 120 Alum'Roriz. Slid0�00g Wdtiv0. ••.. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated-03/29/10,with the revision C dated.40W09/I4,•pyopared b*..:. Al-Fa'rooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Mitrif—Imde County Produ&tt.• Control Revision stamp with the Notice of Acceptance number and expiration-XWTS�y the:'MWW—Daae • 00 County Product Control Section(.Y q �] {� }�y .{ 0:::06 0 00000. SSILE 1711 ACT I 1T:L(lr l 77 �11'M ile C`A1�es;.7�a � 000.00 :•00 00 0000:0 LABELING: Each unit shall bear a permanent label with the manufacturer's dame or lopo, city, state, '. modeLlseries, and following statement: "Miami-Dade County Product Control Approved", ur jew Ctherwi*e 0 0• no#ed,hereip. 00.0 0000 .9060. RENEWAL of this NOA shall be considered after a renewal application has been filed and tofte 11as 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, acid/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1031.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approvat document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. •- i+ilAMId7ADE CO, 7UNltT �2t21S. 7 Ex ia�on 0 20 1 � (Ap royal ilat � 5 2 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . 2. Drawing No W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,-TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum horizontal sliding window,prepared by Huiricane Test Laboratory, LLC, Test Report No.HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. .... ...... (Submitted undej•NOA No.10-0510.12) ' ...... .... ...... C. CALCULATIONS "' • .... ...... 1. Anchor verification calculations and structural analysis,compl v&Vvith BC%Srn • Edition (2014),dated 09/05/14,prepared by Al-Farooq Corporajao signed and .....• sealed by Javad Ahmad,P.E. •• •• •••••• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE •• • ••. 1. Miami—Dade Department of Regulatory and Economic Resources(RER). • ' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(NIA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. r ManuelnE-xxa P.E. Product Controuser NOANo; 5.07 Eapiration Date: September 22,2020 Approval Date: February 05,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBN NUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (201.4), and of no financial interest, dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed. by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. H.TL-0080-0102-10, issued by Hurricane Test Laboratory, LLC,dated June 4, 2010,signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.12) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009, signed by Renzo Narciso. (Submitted un(ler NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. • • .... ...... .... . ..... 6666•• 6666•• • • • •6000• 0 000 Manuel. Product Control Ex miner NOA No.-14 0915.07 Expiration Date: September 22,2020 Approval Date: February 05,2015 E-2 M IAM I•DADE INMUNII-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA -vvmv.minmidode.Eov/economy (CGI Windows&Doors 10100 NW25a`Street (Miami,FL33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series"238"Aluminum Project-Out Window-L.M.T. APPROVAL DOCUMENT:Drawing No.W99-04,titled"Series-23 8 Alum.Project Out Window",sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/991 with revision H dated 09/10/14, prepared byAl-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dada County Pr8r vet Contr9L•••• Section Revision stamp with the Notice of Acceptance number and expiration •date ly the.Miaaini--Dade . County Product Control Section. •••••• •••• 6606:6 *00000 0 SSILE -ACAIl i4Ji ,•vi�iall`iTli. k[,.,_,.e.• .$fM"]act R' 1$t .0 0 6 0. .... . .. LABELING: Each unit shall bear a permanent label with the manufacturer's Hama or log 0Ocoi*,, stater... . . model/series, and following statement: "Miami-Dade County Product Control Ap'pft"O", unlw otherwise••• 0. 06 6 0000.0 noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there.has been..;. no change in the applicable building code negatively affecting the performance of is duct:00000 . g pp g g Y g P >�� .t�P 0000.. TERMINATION of this NOA will occur after'the expiration date or if there has 6e0en a revia�a4o"change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0606.05 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 revietived by Manuel Perez,PX rer><at f3a w t Pagel CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W99-04, titled "Series 238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, b and 7 of 7, dated 01/21/99, with revision H dated 09/10/14, prepared, by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under 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 203-94 along with marked-up drawings and installation diagram of an aluminum project-- out window,prepared by Hurricane Engineering&Testing,Inc. Reports No. HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4387, daled.08/27M.... and 07/17/08, all signed and sealed by Candido F. Font,P.E. .• ' • •• • (Submitted under NOA No. 08-1010.03) 904:66 "" '•"" 0000.. 3. Test reports on: 1)Air Infiltration Test,per SFBC,PA 202-94 .... 0. ;••••; 2)Uniform Static Ai Pressure Test,.Loading per ii$C TEAS 202-94 3)Water Resistance Test,per FB C,TAS 202-M••: ;.0.;0 ••••• 4)Forced Entry Test,per FBC 2411.3.2.1,TAN;CQ-94 • • along with marked up drawings and installation diagram bf alimintun aasemevt,,..;. 0000.0 project---out and fixed windows, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94; signed add sealed by . Yamil Kuri,P.E. (Submitted under NOA No. 96-0717.04) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S.Marshall,P.E. (Submitter)under NOA's No. 96-0717.04 and 99-0329) Mansel Per , .E. Product Control E,arner NOA No.14-0915.08 - Expiration Date: October 31,2018 Approval Date: February 05,2015 E-I R CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/03/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGias®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th EdltioM2014 f,AW bf no...... financial interest, dated 09/03/14, issued by Al-Farooq Corporativn,signef pd sealed •� by Javad Ahmad,P.E. ••••'• •••• •••••• 1. Laboratory compliance letters for Test Reports No.HTL-0080 JUQ1-07 and •••: HTL-0080-0905-07,issued by Hurricane Test Laboratory,Inc.t"M 08/M/W, 0000. 0000.. . . all signed and sealed by Vinu J.Abraham,P.E. ��•�� 00.000 • (Submitted under NOA No.08-1010.03) •. .. 0000.0 2. Proposal No. 09-0032 issued by BCCO, dated October 22,2009,Signed by Rgnzo •;;• Narciso. ; 0.. 0000.. .. 0000 ;....� (Submitted under NOA No.10-0510.12) . . G. OTHERS L Notice of Acceptance No. 13-0606.05, issued to CGI Windows and Doors for their "Series-238" Aluminum Project-Out Window - L.M.I. approved :on 08/15/13 and expiring on 10/31/18. Manuel P P.E. Product Controf Exa finer 4 NOA No. - 915.08 Expiration Date: October 31,2018 Approval Date: February 05,2015 E-2 MMA DARE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) )yw3 .miamidade.Eov/economy CGI Windows&Doors,Incl 16100 N.W.1-5--- (MI 5Street 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 Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series LM ... APPROVAL DOCUMENT:Drawing No.W 13-01 Rev D,titled"Series 160 Sentinel©utj*ing Dodfs"'sheets'r MV of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation,dated 01-03-13 and rasa r yisedo�X0&G 05,E li,. Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Conj�J K{ gvision stagrp with the . Notice of Acceptance number and expiration date by the Miami-Dade County Product CoxtW Section. . :" SSII.ET1ViPAC1I tf TING,Lame and Small Mi_Im aaet • Limitations: 00�6•� 0666 • 6960• .. .. . ...... 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in shoat 3 and door mullion - in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to 16entire ass�elUttyi 9—:9 2. See glazing option in sheet 5 and locking hardware options in sheet 9. . ' . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,statt'M*d geries and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises## 13-0226.06 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. NClA Nv.:l�-1015.0 ". MAW DADE COUNTY rratlon Datus#08�2018` rovaiDatMoamt 13 2015 t Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,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 AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 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. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated.04116/2015, signed and sealed by Ramesh Patel,P.E ' C. CALCULATIONS • ' ' 1. Anchor verification calculations and structural analysis, complying+4kh FBC-2814(51h-6 0•••; • Edition),prepared by Al Farooq Corporation, dated 10/06/2014,OW19115 a4dJaltrevie'ed on' AUG 04,2015,signed and sealed by Javad Ahmad,P.E. •.•• •.••• ...... . . ..... 2. Glazing complies w/ASTME-1300-02, -04 and-2009. ..'..' :0100' ....•. D. QUALITY ASSURANCE • . . . . ...... 1. Miami Dade Department of Regulatory and Economic Resources.(RFdt). :0101' E. MATERIAL CERTIFICATIONS •. ' 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for.their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STAT'KMENTS S a "merit letter of cvnfoimance to FBC 2014(5 Editicln)and letter of no financial interest, f eed by Al Faros Corporation,dated 09J23J14, sai d sealed by Javad Ahmad P. ) 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1, This file NOA revises# 1.3-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER. nt Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 M IAM I-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA mvw.miamiaadegov/econgmv CGA Window&*ors 1t3100 NW 25'h Street) Miami,FI.33172` SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this 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. *Gee OC N-.,Series Clipped,Extruded Atuminn i, , Mian=-l.M •••• •••••• APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Mullion Elevation$.agd betails„i6eets 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared byi14.Farooq CnrporatiQn, signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product Gitmtrol Section,Revisiiori stamp with the Notice of Acceptance number and Expiration date by the Miahti'Dade Obunty Prodeet•- Control Section. .": :...:. ..... 1( IVI SME'IMPACTI ATING L r d d Siina l Misse Impact Resistant •••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name' or ldgA pity, std`•:• model/series, and following statement: "Miami-Dade County Product Control 9=4pd11, Ale ss•otherv4se.. noted herein: • .. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. a20. l MIAMPDADE R vuvrir Exrati6x 28,2018 A l 5 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series"Mullion Elevations and Details",sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,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 FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham,P.E. 000000 (Submitted under NOA No. 08-0331.07) . . *see •••••• • 2. Test reports on: 1)Large Missile Impact Test,Loading per StD.(;,pA 261-04. •• • along with marked-up drawings and installation diagram.of.an alumuium fige window,prepared by Hurricane Test Laboratory,Inc. Test Rgpert-Vo. :0000: HTL-0080-0303-96, dated 03/06/96, signed and sealed by TimbtAy S.Marshall,P.E':•• ..... :000% ..... (Submitted under NOA No. 95-0929.39) 00000• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loadinggw-SFBC,PA 202-94 .• along with marked-up drawings and installation diagram Of fixEd wt)Aglvs muile6:• using a 1"x 2"x 1/8" aluminum tube mullion, prepared by�;urricane $ngine erin .L. Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, sWdigned• gealed'by Hector M. Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5�" Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ,P.E. Product ControlV- 0.08 iner NOA No. Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows &Doors y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D, QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-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 NOA No. 08-0331.07) 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. Y • (Submitted under NOA No. 95-0929.39) •••• see*:* 4. Laboratory compliance letters for Test Report No. HETI-96-525 `issued b�Uurricane'. Engineering &Testing, Inc., dated 02/12/96, signed and seal Hector . Medina,•; P.E. •0000• .... (Submitted under OA No. 95-0929.39) ••••• G. OTHERS • 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&:Doorl fpj4heir •••s% Series"Clipped"Aluminum Tube Mullion--L.M.I., approvdq on'02/28113 and expiring on 03/28/18. • Manue Per E. Product Control Ea ner NOA No.15- 20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 SCOPE OF WORK: M CIL Q WINDOW/ DOOR SCHEDULE WINDOW/DOOR REPLACEMENT CONSISTING 0 . Z WIND LOAD RESULTS TESTED O NOTICE OF • 15 NEW IMPACT RESISTANT ALUMINUM F WIN „ 1= TAG DESCRIPTION GLAZING TINT FRAME PANEL WIDTH X MANUF./ EFFECTIVE DESIGN WIND WINDOW 4 NEW IMPACT RESISTANT ALUMINUM FRAMED GIN D' COLOR STYLE HEIGHT MODEL# AREA ZONE C'CP(+) PRESSURE PRESSURE APPROVAL PN A� a (SQ.FT.) GCP(") (P.S.F.) (P.S.F.) ( LU LU ALUMINUM FIXED WINDOW- 1 LIG BRONZE CGI WINDOWS& +0.91 +37.1 +46.5 Q W1 IMPACT RESISTANT (TYPE"Cl") CLEAR ESP X 72 "x 63" DOORS"130" 31.8 INT(4) 1 01 -40.5 /-46.5 14-0731.05 0 ALUMINUM CASEMENT PROJECTED 3/4 LIG BRONZECGI WINDOWS& +0.97 +39.1 +681 GENERAL NOTES: 00 ® CLEAR X 54"x 38 k" 14,6 END(5) 14-0915.08 4 z WINDOW-IMPACT RESISTANT (TYPE"�") ESP DOORS"238" 68 1.35 -51.7 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA ALUMINUM CASEMENT PROJECTED 3/4 LIG BRONZECGI WINDOWS& +0.97 +39.1 +68/ W3 WINDOW-IMPACT RESISTANT (TYPE"2A") CLEAR ESP X 54"x 38 g" DOORS"238" 14.6 END(5) -1.35 -51.7 -0g 14-0915.08 BUILDING CODE 2014 AND THE ASCE 7-10 WIND CODE. Z ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE1 CGI WINDOWS& +0.98 +39.3 +74.7 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS (TYPE"�") ESP DOORS W4 CLEAR X 36 J"x 51 4" 13,1 END(5) 1-74.7 14 0506.01 PRIOR TO INSTALLATION. Engineer. IMPACT RESISTANT "238" -1.36 -52.3 O ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE 27# x 51 4" CGI WINDOWS& +1.00 +40.0 +74.7 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN INT(4) W5 IMPACT RESISTANT (TYPE"ZA") CLEAR ESP XX (DOUBLE) DOORS"238" 8.8 -1.10 43.4 /-74.7 14-0506.01 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE 1„ CGI WINDOWS& +0.98 +39.3 +74.7 PRODUCT CONTROLS. F77771W6 IMPACT RESISTANT (TYPE'7A") CLEAR ESP X 36�"x 51 a DOORS"238" 13.1 END(5) -1 36 -52.3 /_74.7 14-0508.01 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL 0 ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE 1 CGI WINDOWS& +1.00 +40.0 +110/ N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER S U A R E Z ® IMPACT RESISTANT (TYPE"2A") CLEAR ESP X 19"x 51 a' DOORS"238" 6.8 END(5) -1 40 -53.7 144.5 14-0506.01 ENGINEERS OPENINGS ARE NOT PART OF THIS PERMIT. 12020 SW 706,a ALUMINUM CASEMENT WINDOW- 3/4 LIG CLEAR X 19"x 51 BRONZE CGI WINDOWS& +1.00 +40.0 +1101 14-050601 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, Mfam,FL 33156 W8 IMPACT RESISTANT (TYPE"2A") ESP �" DOORS"238" 6.8 END(5) -1.40 53.7 144,5 . 763 sa7.sao1 ca 239-28 COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZECGI WINDOWS& +0.98 +39.3 +74.7 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN W9 IMPACT RESISTANT (TYPE"2A") CLEAR ESP X 36 k"x 51 DOORS"238" 13.1 END(5) -1.36 -52.3 /-74.7 14-0506.01 PERFORMED TO VERIFY THEIR ADEQUACY. ALUMINUM CASEMENT PROJECTED 3/4 LIG BRONZECGI WINDOWS& +1.00 +40.0 +110/ 10 WINDOW-IMPACT RESISTANT (TYPE"2A") CLEAR ESP X 36 x 26 DOORS"238" 6.9 INT(4) _1.10 -43.4 -145.4 14-0915.08 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ. ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE 27 x CGI WINDOWS& END(5) +1.00 +40.0 +110/ 14-0506.01 11 IMPACT RESISTANT (TYPE"2A") CLEAR ESP XX (DOUBLE)UBLLE)) DOORS"238" 7'4 -1.40 -53.7 -137.7. FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED ALUMINUM CASEMENT WINDOW- 3/4 LIG BRONZE CGI WINDOWS& +1.00 +40.0 +98.5 FLOOR. 12 IMPACT RESISTANT (TYPE"2A") CLEAR ESP X 36�"x 36 J' DOORS"238" 10.0 END(5) -1.40 -53.7 1-98.5 14-0506.01 13 ALUMINUM CASEMENT WINDOW- 3/4 LIG CLEAR BRONZE X 36�"x 36�" CGI WINDOWS& 10 0 INT(4) +1'00 +40.0 +98.5 14-0506.01 WIND LOAD CALCULATIONS Q z IMPACT RESISTANT (TYPE"2A") ESP DOORS"238" -1.10 -43.4 1-98.5 � ALUMINUM CASEMENT WINDOW- 314 LIG BRONZE CGI WINDOWS& +1.00 +40.0 +110/ CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 O 14 CLEAR X 19"x 26 3,9 INT(4) 14 0506.01 M IMPACT RESISTANT (TYPE��") ESP ° DOORS"238" -1.10 43.4 -195 Q � M WIND VELOCITY= 175 MPH ALUMINUM HORIZONTAL ROLLER 5/16 LAMI BRONZE CGI WINDOWS& +0.97 +39.0 +65! J 15 CLEAR XO 55"x 38 fig" 14.8 END(5) 14-0915.07 EXPOSURE CATEGORY= C ti � WINDOW-IMPACT RESISTANT (TYPE"A") ESP DOORS"120" -1.34 -51.6 -05 BUILDING CATEGORY= II O D1 ALUMINUM OUTSWING FRENCH 1 LIG CLEAR BRONZE X 3818"X 80 4 ( ) " CGI WINDOWS& 22 0 INT 4 +0.84 +38.0 +80/ 14-1015.04 BUILDING CLASSIFICATION= ENCLOSED • • t ,s dfy• DOOR-IMPACT RESISTANT ESP DOORS"160" `•J • -1.04 -41.4 -80 IMPORTANCE FACTOR I N/A • • ALUMINUM OUTSWING FRENCH BRONZE CGI WINDOWS& +0.94 +38.0 +60/ WIND DIRECTIONALITY FACTOR(Kd)= 0.85 •• • Z O D2 DOOR-IMPACT RESISTANT 1 LIG CLEAR ESP X 3818"X 82" DOORS"160" 22.0 INT(4) 104 -01 4 -00 141015.04 HEIGHT OF HILL OR ENTRAPMENT(H)= N/A 00000 ••• ni L • TOPOGRAPHIC FACTOR(KZ0= 1.00 • O ALUMINUM OUTSWING FRENCH BRONZE X CGI WINDOWS& INT 4 +0.96 +38.5 +80/ MEAN ROOF HEIGHT h 15 FT ••• • (� • ` D3 DOOR-IMPACT RESISTANT 7/16 LAMI CLEAR ESP 32 4"X 81" DOORS"160" 18.4 ( ) -1.06 -41.9 -80 14-1015.04 ( )= Q ALUMINUM SLIDING GLASS DOOR- 1 LIG BRONZE CGI WINDOWS& +0.95 +38.2 +801 VELOCITY PRESSURE • 1.J ease • s • ® P"A" CLEAR XX 72"x 81" DOORS"150" 20.3 END(5) 14-0627.15 EXPOSURE COEFFICIENT Kh = 0.85 •• • �],� •••4• IMPACT RESISTANT (TY ) ESP -1.30 -50.0 -80 ( ) ••• • • • AV PRODUCT OF INTERNAL PRESSURE ••• • COEFFICIENT AND GUST •••••• EFFECT FACTOR(GCpi) 10.18 :•• • • •. PRODUCT OF EXTERNAL PRESSURE • i•••i• •••••• • COEFFICIENT AND GUST • • • • • •••••• EFFECT FACTOR(GCP) (NOTE 1) •• • • 000 • • BUILDING"W'AT NARROWEST DIMENSION= 37'-0" CORNER DISTANCE FOR ZONE 5(a)= 3'-9" MULLION SCHEDULE (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) WIND LOAD RESULTS TESTED BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) DESIGN MULLION MULLION NOTICE OF ` WIDTH X LENGTH ANCHOR MANUF./ EDUARDO A.SUAREZ P.E. TAG DESCRIPTION FRAME TRIBUTARY MULL APPROVAL COLOR DEPTH OPENINGS PRESSURE PRESSURE 0.1 X 3T-0"=3'-9" �-j (THICKNESS) TYPE MODEL# WIDTH SPAN (N.O.A.) 0.4 X 15'-0"=6'-0" (T ) (P.S.F.) (P.S.F.) LICENS oeaTs6 0.04 X 37'-0"=l'-6" ALUMINUM TUBE MULLION- BRONZE 2"x 6" CGI WINDOWS& / 3 M1 84" A D1 W1 36" 84 +38.0 +57/ 15-0420.08 a =T-9" IMPACT RESISTANT ESP (0.125") DOORS"#373" 41.4 ALUMINUM TUBE MULLION- BRONZE 1"x 2" CGI WINDOWS& 1 +40.0 +200/ VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) M2 IMPACT RESISTANT ESP (0.125") 51 2r A DOORS"#373" ® 27 Y 51"" 43.4 _200 15-0420.07 ALUMINUM TUBE MULLION- BRONZE 1"x 2" Z CGI WINDOWS& qh=.00256(Kh)(Kzt)(Kd)(V^2) M3 IMPACT RESISTANT ESP (0.125") 38 6" A DOORS"#373" 11 1" S " +40.0 +200! 15-920.07 yh=56.51 SF 5)(1)(0.85)(175^2) Date: 09-03.15 Project Designer. EAS DESIGN WIND PRESSURE(p) EAS. APPROVED "� " BY DATE ( Checked d LOW RISE BUILDING AND BUILDING LESS THAN 60FT) Checked 9y: EAS. p=(0.6)gh[(GCp)-(GCpi)] Submittal: PERMIT SET ZONING DEPT E(PRESSURE) p=(0.6)56.51[GCP(+)-(-0.18)1 + Draw Thle: ®O ®EP'T L / CTION) p=(0.6)56.51[GCP(-)- ( 018)] n9 SEP ��1g NOTE: GENERAL NOTES, 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE CALCULATIONS >UBJECT TO COMPLIANCE WITH ALL FEDERAL WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. AND SCHEDULES 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL ] �'- 1-ATF AND COUNTY RULES AN I !?! r'.)I AMNS BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE Sheet TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE r LOS-f - I s' 2� � � WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. A I OT 3 iL - o z 0 a v it U U W W13 W14 D3 W15 0 EGRESS EGRESS cLL z DEN BATH W12 GARAGE NOT PART OF PERMIT OM EGRESS HIM S U A R E Z ENGINEERS 12020 SW 70th CI Mead,FL 33158 788.547-9401 CA 29429 FOYER W1 D4 FAMILY ROOM M1 D1 O w _ cfl M J 17 O LL ``••,, P CO Q Z KITCHEN • •• V .p BEDROOM2 W2 .. ...�. . .;� ILO t . W11 M3 0000. �� qt '�• EGRESS LIVING ROOM ••..• � V . ..•. 0000. Jas 0000. 0. .. 000000 W10 DINING ROOM W3 �••�• . .� EGRESS BATH ...... 0 .. . ... • . W5 W4 y BEDROOM1 D2 EDUARDO A.SUAREZ P.E. LICENSE R 84759 EXIST. yr3fi STEEL �yg COLUMN Wg EGRESS EGRESS W8 O Date: 09-03-15 Project Designer: E.A.s Drawn By: E.A.S. Checked By: E.A.S. GROUND LEVEL FLOOR PLAN Submittal: PERMIT SET SCALE: 1/8"= 1'-0" Drawing Title: FLOOR PLAN Sheet: 2of3 iL o z 0 a U M3 0 z 0 / i \ / •• \ z W 12 W 11 W 10 Engineer. W9 D4 S UAREZ ENGINEERS 12020 SW 70th Ct LEFTELEVATION 7B8-M7-M 13CA2547-9401 CA 29429 SCALE: 1/8"= 1'-0" M1 O Z ff7nOW � M ® ® E3 ED �� co C', ti LL W3 W2 0EDEDED F— vi W6ED E3 0 ED •• z 41 W1 ® ® ® O ..•.• a..• %i+Q. • O NOT PART OF66*0 .•• • PERMIT • D1 • SS ••.• W+�� RIGHT ELEVATION ,•,•„ SCALE: 1/8"= 1'-0" ..... .• s• • •.• • s J EDUARDO A.SUAREZ P.E. LICENSE C 64759 M2 ® Date: 0305-15 I Lill// Project Designer. EAS W15 O W13 Drawn By. EAS. Checked By: E.A.S. W8 ® W5 W4 Submittal: PERMIT SET Drawing Title: D2 D3 ELEVATIONS FRONT ELEVATION REAR ELEVATION Sheat SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" 3 of 3 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH o_ WW-2- I 00 D.L. OPG. 1111-7- 6- MAX. TYP. A HEAD/SILL J CORNERS 0. } a 0 / to m �dg �r 2 CAM LOCKS #F I m o �t� O u. 9 2 LOCK POINTS ===t =--'='=µ-- p o W ALL SIZES C i i (; } -SNUBBER /It! a a AT IMPACT WINDOWS ONLY W z I I ~s =,�/rtf kyr 3�=== ® 0 6 re W I t = z `1 d SIG a � $ A ;i // !! zof^ 6 aoTSURFACE APPLIED -1 t j 1,; tl OFALSE PT ONALNTINS a l l d t I ---------- II I! I II �_--1!__ , I ! 04 tt-- I3, ai Z FOR GLASS TYPES, \ REFER TO 23V0 L SHEETS 3 AND 4. B 24- Max. TYP. ` O w t 7 2 3 D.L. OPG. D.L. OPG. 2 i/2- AT HEAD/SILL t- VENT WIDTH VENT WIDTH 1- °� ANGE f#iAI,dE} o N N WINDOW WIDTH E WINDOW WIDTH � ?� N t,1 w � pEXTERIOR MULTI POINT LOCK M � t 9B BY 'INTERLOCK' oo Z MAXIM MULTI POINT LOCK I 9A BY 'TRUTH' ALT. TO CAM LOCKS I ALT. TO CAM LOCKS •• �,•P.¢ ; •••••• I t w-u—x l • MAX.tAAXWD1Y. LOCK MAX. V1D1t. LOCK •••••• •.•• •••••• � ; HEIGHT POINTS HEIGHT POINTS see:** • • 0000•• � I I 42- 2 38- 2 •••• • • • w I 63- 3 0 56- 3 ease** 0000• •• • a•s0• O ` I 6 li 1 84- 4 $�-� 5 ••.00. •o •eia0a O 3 I : •• •• w .� 0000•• 0000•. = c $ z • • n • • • N e 2 U>r!V!J • • z •ease• • • a V 1 o ••ssaa THEA:W(Nr4'TS ARE MATED AOR LARGE & MIS £ I 7 SHt�FRSNOT QUIRED INSTSUCTIONS. R 41 O O ai ^ 0 C r N USE CHARTS AS FOLLOWS. 1 NOTES: FOR MULLION/MULTIPLE UNITS, REFER TO THIS PRODUC01 1-1 hNAS D£ K +tEDESTt �b t�PrrY Y�I THEA SEPARATE CGI MULLION N.O.A. L c STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED REQUIREMEI�t 1 LORA BUIL COD -INCL �lttai��3l£LOC --ON WIND VELOCITY. SLOG. HEIGHT, WIND ZONE HUlz E USING APPLICABLE ASCE 7 STANDARD. ` � En r.JAVAD A 14W ti. DUCT REVISED 4 � Q WOOD BUCKS BY OTHERS, MUS`r BE ANCHORED PROPERLY TO TRANSFER 9 as:nrn I is �ritl tile 0 �P SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CML p y g t �v �� LOADS TO THE STRUCTURE. FLA. PE 70592 N CAPACITY OF DESIRED GLASS SIZE/TYPE. � 13u:Idin Code C kW. 35:i.9 Aceeptance No ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS b STEP 3 USING CHART AT SHEET E SELECT ANCHOR OPTION EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. „x 'rntion I1ate a al VIITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED r,.'""�, x' � IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE t01 Sy ,1 STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. �� r ivlitunifU:+dc Product Ca»�r drawing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. j`' 'r Ell W98-1 QQ tr .SCEP a THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. I✓ SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 7 WINDOW WIDTH v I 4m 0 VENT WIDTH00 I WW-1 1/2' Rp 0) GENERAL WINDOW SECTIONS D.L. OPG.1V1'/-6 1/2- P P' EQUAL LEG FRAME g I A 6„ MM. HEAD/SILL O CORNERS QIA U Lk to t Q ® R MW zo V C TZ5 y ®& a o S � 03 N n _ 1i Q::i:: CAM LOCKS w \ c5 _mil,—� C=== z _ 2 LOCK POINTS = z r p H $ C I I AL SIZES o = o,' T O — SURFACE APPLIED z I t I z 3 3 =�_= rl=__== i==== {� SNUBBER III ji OPTIDNALNTINS AT IMPACT WINDOWS ONLY I I �I ii N a. _j03 tn I i _ Z ei 6 p i I ' �✓ 10 �� jj �} { I o v O � -- --- _ — -- ---- — 24" MAX. TYP. AT HEAD/SILL N Q TYPICAL ELEVATION (n N � M I (EQUAL LEG FRAME) 0C1 -n r3 00 M Z ALL' to 1A 7 2 3 D.L. OPG. FOR RE ERGLASS TO TYPES, D.L. OPG. 2 1/2" 0000.. 3J4" VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3J4" •••• � 4 0000• 0000•. WINDOW VADTH WINDOW WIDTH ' 000004 • • 0000•• 0000 • • • EXTERIOR MULTI POINT LOCK '0000 40 ' 0000• MAXIM MULTI POINT LOCK 8A BY 'TRUTH' 8B SY 'INTERLOCK' 690606 9 ..:..• ALT. TO CAM LOCKS ALT. TO CAM LOCKS •s•000 �. N I 0000.• 000000 { 1 MAX. WOW. LOCK MAX. 1VD11/. LOCK • • • o z '. I I HEIGHT POINTS HEIGHT POINTS ' ' �' "••• I 42D• 2 38" 2 '00'•i a U 0000 c5 t l 1 63 3 56" 3 o CL I e 84" 4 0 74" 4 z A { I 84" 5 { I 4111 to .N- .N- n .-- { I 2 O 0 ad � I I N O N 6L = 1 . z (Dy_ m Engr. JAVAO MMAD PRMUCT REVISED p o 2 CML as capplying with the Florida iv FIA. PE / 70592 mitd:n$Cade CAN. 338 hepta ice No B 8 )expiration DateA 3 t3y 7 ian Dad0 Product Cott 0lJ' s 1A J/140M- ';3 ® 2Q Altirt7 drawing no. $ °� W9s--100 sheet 1.1 of Zjl 2.625 2 5/8" 2A75 1.757 U .768 o 0 CO I 5 625 g 1.000 1.307 .0lu 90 TYP. z ti 2.625 _ZJ 720 $ d 2.215 cv 2.465 L 5 --� 1.438 O .080 TYP. 1.222 ® t on 13 O CORNER KEY O CORNER KEY �j FLANGE FRAME QQ VENT (5/16" LAM. GLASS) 0 9 .060 THICK ST. STEEL .062 THICK ALUAt1NUh4 2.075 �- 757 ® -1. ao ass a 30 " .090 TYP. �, Z 1.057 1.875 t t�• 720 2.465 2.715L 1.438 VENT CORNER oso TYP. 1.624 Z 28 VENT (INSUL. LAM. GLASS) to 1A EQUAL LEG FRAME W o 1.757 O w ALL FRAME AND VENT CORNERS TO BE ITEM PART � QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS c3 C3 SEALED IYITH GE SILPRUF OR EQUN. 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. z (~/) 4' 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 090 TYP. N o 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063--T6 INDALEX OR EQUN. 1.875 So M 28 CGI--381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. L� 720 Q -n 'h 5 20 CGI-385 4 VENT (7/16° LAM. GLASS) 6063--T6 INDALEX OR EQUIV. -� 1.438 Z Z N 3 CGI--375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. ° t'- �, 3A CGI-398 4 SQUARE GLAZING BEAD 6083-T5 INDALEX OR £OUN. t p 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 09• •• N ••• • 4 5 - 8 .060 THICK CORNER KEY ST. STEEL - • 2c VENT (7/16" LAM. GLASS) •••�• •••,•• S AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS •••••• 7 0250-K-190 AS READ. PENT WEATHERSTRIPPING - SCHLEGEL Q-LON .754 .•••I , • 8 35-10--00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 08 X 3/8" SS SIAS ••• h• ••••• 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) 18 X 3/8' SMS 383 09'0 t • • 000,0 9A - 1/ VENT MULTI POINT LOCK - TRUTH �- 830 •• • � 000000 1/ VENT MULTI POINT LOCK - INTERLOCK • • o z w • %1 0K W0.00.0 10 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMS FACING LOCK STEEL CGI, ATTACHED.W/ (2) X10 X 3/8• SS SMS .617 k 11 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8` SS SMS • • v n ••••• I 1 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK Q CG1-375: OGEE GLAZING STa� � z • / I 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS .753 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS 1 I .808 830 0 N 6c3 00 13 0 3A CGI-396: SQUARE GLAZING STOP rn Engr. JAVAO IVIMAD ❑ CML PRODUCT REVISED t ;, FIA PE $ 70592 as complying with the Florida C.A.;S. 3:38 Building Code , Acceplance No •D (3 of y , ,� Expiration Date Is v i f; A ��10 201 Mist+ Dadc Product q drawing no. FRAME CORNER t W98--100 sheet 2 of 7 3/16" ANN. GLASS 3/16„ HEAT STREN'D GLASS 1/8 ANN. GLASS .090 Saflex Clear And Color Glass .090 Saflex Clear And Color Gloss By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o .090„ Intertoyer .075„ Saflex CP With PET Core .075„ Saflex CP With PET Core Soflex Clear And Color Glass 1NTERLAYERS By 'Eastman Chemical Co. INTERLAYERS By 'Eastman Chemical Co.' 010 By 'Eastman Chemical Co.' .090„ DuPont SentryGlos .090" DuPont SentryGlas z n ` By 'E.I. DuPont De Nemours & CO., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' r®r 1/8" ANN. GLASS 3/16" ANN. GLASS z M 3/1&" HEAT STREN'D GLASS SQUARE BEAD P I OPTIONAL I 10. 1 SILICONE li iv 1 li ALL GLASS TYPES II 4 O v GE--1200 SILICONE \ SILICONE ®0 v I II II II II II 11 DOW 995 GE-1200 G£-1200 IL I I DOW 899 II 11 DOW 995 II II DOW 995 II Ii Q !L I I I t II DOW 899 t II DOW 899 1 i 5/18" NOMINAL 7/16" NOMINAL 7/18" NOMINAL ® etj t, GLASS TYPE `2' GLASS TYPE `3' GLASS TYPE '6' 01 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESIS'T'ANT WINDOWS � Z US� � NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS Z WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS 'TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' tt7 WIDTH HEIGHT EXT. (+) 1 W. (-) EXT. (+) 1 NT. (-) UT. (+) I NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (--) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) I NT. (-) EXT. (+) TNT. (-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 01 to 24" 110.0 161.9 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 V 28' 110.0 138.8 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37' 26' 110.0 145.4 110.0 195.0 110.0 195.0 Z 01 30' 36" 110.0 129.5 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0* N to 32' 110.0 121.4 110.0 195.0 110.0 1 195.0 32' 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 O M F3 36" 107.9 107.9 110.0 195.0 110.0 195.0 36' - -- 60.0 60.0 60.0 60.0 26-1/2 38-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 O w 40" 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37' 98.5 98.5 110.0 194.5 110.0 120.0 o 42` 1 92.5 92.5 110.0 120.0 60.0 60.0 20" 66.4 66.4 110.0 195.0 110.0 120.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 to 20" 110.0 166.5110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 28' 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 1n �1 a 72" 50-5j8` � 3: C-4r'`1 `i 28' 110.0 118.9 110.0 195.0 110.0 195.0 30' 46.0 46.0 110.0 120,0 110.0 120.0 37' 74.7 74.7 110.0 120.0 110.0 120.0 O A 30' 110.0 111.0 110.0 195.0 110.0 195.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 42' 65.8 65.8 110.0 120.0 110.0 120.0 _Z Z� `n Li 32" 42" 104.4 104.1 110.0 195.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 cv "�. §1: M ' 36" 92.5 92.5 110.0 120.0 110.0 120.0 32" 76„ - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 T7.9 110.0 120.0 t 10.0 120.0 •• 6 •�0•Q `' •••••• 40" 83.3 83.3 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 37" 60.0 60.0 110.0 120.0 110.0 120.0 •• 7 QQ • 42" 79.3 79.3 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 42' - - 60.0 60.0 60.0 60.0 •••±• •••••• 20` 110.0 145.7 110.0 195.0 110.0 195.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 ""' • • 24' 110.0 121.4 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 26-1/2" 74-1/4' 46.6 46.6 110.0 120.0 110.0 120.0 •�� . �. ' ' 28' 103.8 104.1 110.0 195.0 110.0 120.0 30` - - 110.0 120.0 60.0 60.0 37" - - 59.8 59.8 59.8 59.8 •, • 30" 48„ 97.1 97.1 1 10.0 195.0 110.0 120.0 32' - - 60.0 60.0 60.0 60.0 37' 77" - - 56,3 56.3 56.3 56.3 �k�k •' 8 1 $ •••••• 32" 91.1 91.1 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 ••••• N Q w •s 36" 80.9 80.9 110.0 120.0 110.0 120.0 24' 34.9 34.9 110.0 120.0 110.0 120.0 LIMIT MAX. LOADS TO 171.0 PSF i ' O o ry ••••i• WHEN MULTI POINT LOCK 8Y INETRLOCK' 9B 40' 72.8 72.8 1 110.0 120.0 110.0 120.0 28' 84" - - 110.0 120.0 54.5 54.5 IS USED • • u '' a a i••••i 42" 69.4 69.4 110.0 120.0 60.0 60.0 30' - - 51.2 51.2 51.2 51.2 " y g ' ' • 20" 110.0 129.5 1 tO.O 195.0 110.0 195.0 32' - -- 48.3 48.3 48.3 48.3 �k�k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 110.0 195.0 SEE SHEET 1 28' 88.2 92.5 110.0 120.0 110.0 120.0 N N c � � vScdaS NOTE: 30' 84.4 86.3 110.0 120.0 110.0 120.0 2 O N o ry N 54" GLASS CAPACITIES ON THIS SHEET ARE c o o 32' 80.9 80.9 110.0 120.0 1110.0 120.0 BASED ON A$TM E1300-09 (3 SEC. GUSTS) 36' 71.9 71.9 110.0 120.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION 40" 64.8 64.8 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-•219 m 42" 61.7 61.7 110.0 120.0 60.0 60.0j' 20' 98.8 112.6 110.0 195.0 110.0 195.0 Engr. J CMLAFIMAO a PRODUCT REVISSU 24" 85.8 95.4 110.0 195.0 110.0 120.0 RA. PE # 79592 i3 ps complying Stith the FlDrtda a C.A.N. 35 Suitding Code 28' 76.7 83.3 110.0 120.0 110.0 120.0 AcceptanceAlo � f r c a 30' 60„ 73.2 77.7 110.0 120.0 110.0 120.0 l� - Etsatton Date 32' 70.2 72.8 110.0 120.0 110.0 120.0 ` ' ' 13y � NOTE: -° 36" 64.8 64.8 110.0 120.0 110.0 120.0 - ; t� �� M�enufDudegroductCon a}� � drawing no. LOAD/AREA LIMITS 3. 40' - - 60.0 60.0 60.0 60.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. .` r W98� 00 42" - - 60.0 60.0 sG.a 60.0 +110.0, -195.0 PSF = 10.00 SQ. FT. Vsheet 3 of 7 1/8" TEMP. GLASS 1/8" TEMP. GLASSv �. AIR SPACE .090" Saflex Clear And Color Gloss AIR SPACE .090" Soflex Clear And Calor Glass o By 'Eastman Chemical Co: By 'Eastman Chemical Co.' A71 1/8" ANN. GLASS " 1/8' TEMP. GLASS " m .075 Soflex CP With PET Core .075 Saflex CP With PET Core ap rn INTERLAYERS By 'Eastman Chemical Co.' INTERLAYERS By 'Eastman Chemical Co.' Z 3.1 .090" DuPont SentryGlas .090" DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc: By 'E.I. DuPont De Nemours & Co., Inc.' SQUARE BEAD 1/8" ANN. GLASS 1/8" TEMP. GLASS OPTIONAL p� r SILICONE SILICONE ALL GLASS TYPES O GE-1200 GE-1200 DOW 995 i DOW 995 tlLC DOW 899 i , DOW 899 AIR SPACE CONSISTING OF. SPACERMETAL SPACER AROUND : n 9 Q `'I SETTING BLOCKS SETTING BLOCKS THE PERIMETER OF THE GLASS. EPPDM EPITE DM LITE 3 ` I TEl3 OUROMETER 85±5 3�4" INSULATED OUROMETER 85±5 Q GAS TYP '2A-- GLASS TYPE '3A' .0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOW ? LUES AW� ANT DMCI OW3 NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED r NO SIFTERS RETLDIRED (} REFER TO SHEETS 5 THRU 7 FOR INSTALLARON DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS FER TO SETS 5 THRU 7 DETAILS> 4 WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLAD'TYfW I GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 W. {-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT - EXT. (+) 1 NT. {-) 20" 110.0 194.3 110.0 195.0 20" 86.7 86.7 110.0 t69.03-1/8: 11{.I#_: 1 110.0 195.0 �,w V In 24" 110.0 161.9 110.0 195.0 24" 73.4 73.4 110.0 120.0 26--1 2 110.0 203.0 110.0 195.0 z z 9 Z ri 28" 110.0 138.8 110.0 195.0 28' 64.2 84.2 110.0 120.0 3T `"" 110.0 145.4 110.0 195.0 - 30' 110.0 129.5 110.0 195.0 30" 66" 60.6 60.6 110.0 118.2 42' 110.0 128.1 110.0 195.0 * n 32" 36" 110.0 121.4 110.0 195.0 32" 57.5 57.5 110.0 112.2 19-1 8" 110.0 190.6 110.0 195.0 O Lj M 36" 107.9 107.9 110.0 195.0 36' 60.0 60.0 - - ;1 j2 110 G = 137 110.0 195.0 0 W a -3 J8 40" 97.1 97.1 110.0 120.0 40" 60.0 60.0 - - 3r7" 98 5 88_t 110.0 120.0 l- a 42" 92.5 92.5 110.0 120.0 20" 66.4 66.4 110.0 120.0 42 86.8 86.8 110.0 120.0 •� 20" 110.0 166.5 110.0 195.0 24" 56.1 56.1 109.3 109.3 19 %$ "T10.o i44.5,,j 110.0 195.0 h rn 24' 110.0 138.8 110.0 195.0 28' 72" 48.9 48.9 95.3 95.3 26 2 99.7 104.3 110.0 195.0 3W. N j 28" 110.0 118.9 110.0 195.0 30" 46.0 46.0 89.8 89.8 X4.774.7 110.0 120.0 rn 30+ 42' 110.0 111.0 110.0 195.0 32' 43.6 43.6 85.0 85.0 42' 65.8 65.8 110.0 120.0 co Z_ Z- Ln 32 104.1 104.1 110.0 120.0 36 60.0 60.0 - - 19-1/8" 96.7 104.2 110.0 195.0 C*4 •, M • 36' 92.5 92.5 110.0 120.0 32' 76„ 60.0 60.0 -- 6Y 26-1/2- 63" 74.9 77.9 110.0 120.0 i •• •• v •••••• 40" 83.3 83.3 '110.0 120.0 36" 60.0 60.0 - - 37" 60.0 60.0 110.0 117.0 •• � �3 02 •' 42" 79.3 79.3 110.0 120.0 20" 52.0 52.0 101.3 101.3 42" 60.0 60.0 - - •"�• ••••i• 20" 110.0 145.7 110.0 195.0 1 24" 78" 43.8 43.8 85.4 85.4 19 1/8' 63.0 63.0 110.0 120.0 ••••• • i••••i 24" 110.0 121.4 110.0 195.0 28" 38.1 38.1 74.3 74.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 • • • • • • .0000 28' 104A 104.1 110.0 120.0 32' 60.0 80.0 - - 37' 59.8 59.8 - - ••� g • • 0000• �y 00000 30' 48" 97.1 97.1 110.0 120.0 20' 41.5 41.5 80.8 80.8 37' 77" 56.3 56.3 - - ••'•• sin o 000000 32' 91.1 91.1 110.0 120.0 24" 34.9 34.9 68.0 68.0 :96:6 C $ •• " �Jc LIMIT MAX. LOADS TO 171.0 PSF 0 g zo t •••• • 36" 80.9 80.9 110.0 120.0 28' 84 54.5 54.5 - - WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 a a • • 40' 72.8 72.8 110.0 120.0 30" 51.2 51.2 - - IS USED 0 0 0 0• x W 0 0 0 0•• 42" 1 69.469.4 110.0 120.0 32" 48.3 48.3 - - • • 20' 110.0 129.5 110.0 195.0 SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY 24" 98.0 107.9 110.0 195.0 SEE SHEET 1 28" 92.5 92.5 110.0 120.0 NOTE: 30' 84.4 86.3 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 2 v N N N N N l3 7' 32" 54" 80.9 80.9 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •� a p 36" 71.9 71.9 110.0 120.0 AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT DCA05-DEC-219 40' 64.8 64.8 110.0 120.0 10 _ 42' 61.7 61.7 1 110.0 120.0 Engr: JAVAO AHMAO PRODUCT RBVLSQD CML as complying with the irierida I N 20" 98.8 112.6 120.0 195.0 FLA. PE # 70592 Building Code a 24' 85.8 95.4 110.0 120.0 CAN. 3538 Acceplvice No 28' 76.7 83.3 110.0 120.0 NOTE: Expiration Date } a�✓ G 9 V 30' 73.2 77.7110.0 120.0 LOAD/AREA LIMITS 60" fly &f 32' 70.2 72.8 110.0 120.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. Mian DideProduct Coritro'" 3s' s4.8 14.8 110.0 120.0 +110.0, -195.0 PSF = 10.00 SQ. FT. drawing no. 40' 60.0 60.0 - - r W98-100 42' 60.0 60.0 - - APR ! sheet 4 o 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES `. FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o_ TYPICAL ANCHORS I SEE ELEV. FOR SPACING rn SEE SHEET 6 FOR DESCRIPTION z 3t TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION ETAL STRUCTURES-Dul 0. 0 1/8" THK. MIN. 0 v 1 1 3/8" SEALANT SEALANT '0 clC & Q S 4. ' • a 4¢• _ ¢ 4 21/8" . C ® �Q`�N o • 4' r• 4 d 4. 4� Z_ 4 MIM. _ 3 4 1" MIN4 4 1" MIN. r 2 2-1/2* FAIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1_' INSTALLATION TYPE '2` WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED MATERIA!: PRESSURE TREATED a rn u TYPICAL INSTALLATION DETAIL ATTACHMENT TO o z ON ALL FOUR SIDES&SING WOO &L R SIDES&SIN = METAL STRUCTURES all 0f"� Ow 1/8" MIN. D TYPICAL ANCHORS TYPICAL ANCHORSz ::• tc TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING —�_ — ;�' -,Tog SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION ELEV. FOR SPACING—� [SEE SEE SHEET 6 FOR DESCRIKJO." o g '0 • I I T I I i"tq tO •• SEALANT SEALANT It I •••• 00 zii ^ i••••i F M �.a.. I! II •••• N M ••••• -r I I I ••••• w ••i••� X � II 11 • • • IL---J • • • 4 4 = 4 4 c._._ •• • • • a 2 7/8" ; 2 1/8" •• • k:13UCK 4 MIN. BUCK INSTALLATION BY OVERS a INSTALLATION BY OTHERS +� $ ATTACHMENT TO o w 1" MIN. i" MIN. APPROVED MULLIONS W INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' ° o z z r z MATERIAL PRESSURE TREATED MATERIAL: PRESSURE: TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL �' N _ ,0 ON ALL FOUR SIDES/USINg WOOD ON ALL FOUR SIDES/USING WOOD ;; � a ALUM CHANNEL m ' 3/4" X 1" X 3/4" X 1/8" Engr: JAVAD AHMk ' Y4ODLICTREVISED I 2-1/2- LONG CML Q iv / as:omplying with the Florida C.A.N.3538 Bu^ding Code `r \ >' AT ANCHOR LOCATIONS FLA. F E 70592 A='Plance No i P'("iiration Dale F3 v 4 ro U 2094 Br Y�'r+ A9iam'Dade Product Cc�rttrp drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ; LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT. ANCHOR LOCATION _ W98--100 WITH SHEAR CLIP sheet 5 of 7 - THEM TO THE BUILDING STRUCTURE. , INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDESc) U 0 FOR ANCHOR PERFORMANCE VALUES SEE SHEEP 6 0 TYPICAL ANCHORS I SEE ELEV. FOR SPACING Z 01 SEE SHEET 6 FOR DESCRIPTION METAL � TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES 8. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/8" THK. MIN. 0 O U } SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION a CqCq 2 1/a" :4 \ai 2 1/e" \ , ° a ° r MIN. 6 1"•MW a 1" MIN. 2-1/2" MIN. 2-1/2" MIN. rn INSTALLATIQN TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' �,j § lAATERlAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED Z Im TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT JQ Ofto ON ALL FOUR SIDESIUSING WOOD ON ALL FOUR SIDESIUSING W00D METAL STRUCTURES .. Ole.! O 1/8" MIN. �'}�• rn • -�- TYPICAL ANCHORS : .• ''"}' .�j •••••• OR SEE ELEV. TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEET F6 FORACING DESCRIF41"is _ �d' °�I' •� SEE ELEV. FOR SPACING 11 i I SEE ELEV. FOR SPACING I f T •••-1 I •• o o00 '� •••••• • SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION �� }i •••• N }� o � •••••• • to •••Q„ • • ••••• r I 1 3/8" 1 {1 !{ ••••• (f'] �+� ••i••• II i •• •• •••••• • II !I • • ••••i• N N I1 ! i ••• • • I L_Yr j� •• • ••••: N d +A \ \ Vi En m iE F- 0 ° ° • . t1 d I_ 2 7/8' J d ° •Q 2 1/8 d MIN. ATTACHMELgjTO a ° BUCK INSTALLATION BY OTHERS d ° BUCK INSTALLATION BY OTHERS 000 o 0 APPROVED MULLIONS z z cc z 1' MIN. 1" MIN. INSTALLATION TYPE '3' WOOQ BUCK TYPE '3' ij�STALLATION TYPE '4' WOOD BUCK TYPE '4' rA° o H N N O MATER IA : PRESSURE TREATED MATER : PRESSURE TREATED °c 0 s - TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ._ ON ALL FOUR SIDESIUSING WOOD ON ALL F0!j9 S[QS.jUSING WOOD Engr. )WAD AHMAD CIAL PRODUCF REVIS13D Q iv FLA. PE 70592 as comPlYing with the Florida C.A.N. 3 38 Building Code Acceptance No 4 D4.01 f i� ® �ol RXI)iration Date v u f( Jt . -- r' I ,,'� 6. BY ` Product Condrawing no ,#rat WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Mian- Dade t..r � W98-1 00 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. : ' sheet 5,1 of D7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFOR11fANCE VALUES OF INSTALLATION ANCHORS ERFORMAN' �%LUFS OF' 9'ION kNCHtI� � G REFER TO SHEET 5 FOR DETAILS REFER TO SHEEP 5 FOR DETAILS ,TQ SHEL7 �, _ o ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O- SHEAR CLIP ANCHORS WITH SHEAR CLIP I 10 WINDOW DIMS. AT 17' O.C. AT 104 O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT IOn O.C. WINDOW DIMS. A'I` 1 C AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXP.(+)/INT.(--) EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/iNT.(-)EXT.(+)/INT.(-) EXT.(+)/INT.(-)EXT.(+)/INT.(-) MOTH HEIGHT EXT + INT ) EXT.(+)/INF.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) 20' 195.0 195.0 154.8 195.0 32" 76° 133.2 195.0 76.4 122.2 H f 195.0 149.4 195.0 24" 195.0 195.0 129.0 172.0 36" 118.4 189.5 67.9 -108.6 - 28 .� 195.0 107.8 181.8 0. �jiL 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 O p 30` 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 V 36° 32' 168.8 195.0 96.8 129.0 28" 78" 148.4 195.0 85.1 136.1 -1f291a^ 95.0 109.6 146.1 p u 36` 150.0 195.0 86.0 1143 30" 138.5 195.0 79.4 127.0 182.6 78.5 104.7 40' 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 f95 tr,_195.0 153.5 191.9 v p 42` 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 - 195.0 110.8 138.5 of 2 20' 195.0 195.0 132.7 176.9 24" 84„ 195.0 195.0 110.6 165.9 <-37" _ 138 4 173.0 79.3 99.2 Q IL <0 24" 192.9 195.0 110.6 147.4 28' 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 g� 28' 165.3 195.0 94.8 126.4 32° 154.3 195.0 88.5 132.7 26-1/2' 63° 155.3 195.0 89.0 155.8 304 42" 154.3 195.0 88.5 117.9 37" 111.2 194.6 63.8 111.6 M' z g 1 � e3 32 144.6 192.9 82.9 110.6 42 98.0 171.4 56.2 98.3 1 36" 128.6 171.4 73.7 98.3 19-1/8° 195.0 195.0 130.8 195.0 40' 115.7 154.3 66.3 88.5 26-1/2- 74-1/4- 164.7 195.0 94.4 151.1 42' 110.2 146.9 63.2 84.2 1 37" 117.9 188.6 1 67.6 108.1 29 04 20" 195.0 195.0 154.8 193.5 �' V 24' 195.0 195.0 129.0 161.3 Z 28' 192.9 195.0 11016 138.2 30" " 180.0 195.0 103.2 129.0 ru 32" 166.8 '195.0 96.8 120.9 EE 38° 150.0 187.5 86.0 107.5 ��KFF- 40' 135.0 168.8 77.4 96.8 °Rd U} I ' Fu 'f . 42" 128.6 164.7 73.7 92.1 �+ 00,( - �}�155 KS4) � �� 20' 195.0 195.0 137.8 195.0 • 24' 195.0 195.0 114.7 172.0 �� ......•••�• N _ OD WQtI€7 SfiR PEN& � ffl u WOOD �►••s �'°"}' • 28a 171.4 195.0 98.3 147.4 Y $ ��r_' �••••• 30° 54' 160.0 195.0 91.7 137.6 HRU � 3lJCKS lNTI31 L1f`i N� - s • 32 150.0 155.0 86.0 129.0 l # �•• I O� �••••� 1-i EMBED If+l OR �� _ ••c� •• 36" 133.3 195.0 76.4 114.7 �?Iwa �a- � • ` r ••••• 40' 120.0 180.0 68.8 103.2 ' I -{je}" ED INT'{ COX MAS� �•• 42° 114.3 171.4 65.5 98.3 • • ••••i• 20" 195.0 195.0 123.8 185.8 �G� = • • 24° 180.0 195.0 103.2 154.8 I I hfiTCS MlAUt �A� COUNTYM1.1L T iK. �` �„ i•••• 28" 154.3 195.0 88.5 132.7 TC METAL, RES s vi 2S o 30" 144.0 195.0 82.6 123.8 STJ<E4 i/8� itlN TY .= iCSi MIN o W 60' ANCHORS WITH SHEAR CLIP 32° 135.0 195.0 77.4 116.1 MINUM : MIN.`{Gt)�T5 #dltN rc 36a 120.0 180.0 68.8 103.2 Wit. IN`PONT STH ALUMINUM TO BE PLATED ih1TEDCL rt � C, 40" 108.0 162.0 61.9 92.9EDE z 42' 102.9 154.3 59.0 88.5 M1N. 20' 195.0 195.0 140.7 195.0 X' CdNCRETE � MASON RY 24' 195.0 195.0 117.3 164.2 N WOOD STRI1C $ 1N in a INT fT METAL STRU L J4, M o °' .o aI 28' 175.3 195.0 100.5 140.7 30' 68" 163.6 195.0 93.$ 131.3CONCRETE AT HEAD, SILK. LR 1,AMfJS Vc = 3000 PSI MIN. L c _ - 32' 153.4 195.0 88.0 123.1 C--90 HOLLOW/FILLED BLOCK AT JALISS fm = 2000 PSI MIN. 36" 136.4 190.9 78.2 109.5 40' 122.7 171.8 70.4 98.5 Engr. JPVAO 1HM PRODUCT REVISED 20° 195.0 195.0 129.0 180.8 CIVIL as complying%villi the Frioride N FLA. PE 1 70592 C.A.N. 38 Building Code 24° 187.5 195.0 107.5 150.5 Acceptance No (j� r _8 n � 28a 72' 160.7 195.0 92.1 129.0 Expiration Uate 30' 150.0 195.0 86.0 120.4 By 32' 140.6 195.0 1 80.6 112.9 36' 125.0 175.4 71.7 100.3 Mia 'Dade F'roductt",onit�} droWing 110. r I [W98-1 00 `�- sheet 6 of 7 FRAME WIDTH DOOR FRAME Vt. NON-REINF. INTERLOCKS v PANEL WIDTH SEE CHART ON SHEET 7 0 0__ L I Z p w G H I �1 � V q {y7 U O B W v 6 O u OL XXX(SHOWN) OXX EXTERIOR o XXO Cf Im, o° XXX(REVERSE) 00. q .a DOOR FRAME WIDTH FRAME WIDTH GO O NON-REINF. INTERLOCKS SEE CHART ON LL Z y is o SHEET 74� ► ;Tp r L J 1 OH --- ° � W r►i � . w H y S 0 a . . 0 1 Ul L ra � M oil xxxxxx }}•••• ul OXXXXO(SHOWN) O EXTERIOR 1 O NOM. PANEL WIDTH O •••• '•• -,, •• ••••• z OVA* .••••. •••:• o :••••: DOOR FRAME WIDTH FRAME WIDTH •••• cn •� Uy• • • PANEL WIDTH ••••• . • N o ••••• 10 _ M G H J µ ••••• [� M •• H H 4 — • • • b i Lo ••ULILILl N O Q' a • • W � 4.� " �••••: O K c,LLj + ° XXXXXX(SHOWN) NON-REINF. INTERLOCKS EXTERIOR SEE CHART ON SHEET 7 DOOR FRAME WIDTH FRAME WIDTH o U PANEL WIDTH 41 g G H J y °1zu � a w H H r e cy SF6 c E A fL ° q O 'er c � $ ',�I It O a � IL 1 NI - ul �: 8. -- L •j oa � o x , x XXXXXO(SHOWN) © 0 0 0 0 0 o a OXXXXO NON-REI SI INTERLOCKSEXTERIOR EEON Engr. JAVAD AHtvIAD o SHEET 7 M- L= CIVIL N FtA. PE 70592 �eee Ftor�a�. a mawk. CAN. 3538 AwAsimuft /Y-6417.d�NOTE: t dis, a mss. APPROVED CONFIGURATIONS $ 9 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) t�^ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. � droving no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS MNW owiliw—m cesim 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. a, ' wi 0--31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB sheet 3 of 1$ PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS v OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK p� $ INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES ,Y USE LOITER APPLICABLE VALUES. I I 00 WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. Z Im ., WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20" 105.8 120.0 19-1/8' 110.0 195.0 k+ W zd 24' 110.0 195.0 24" 90.9 120.0 26-1/2" 26" 110.0 195.0 n � 28' 110.0 186.5 28" 76" 80.5 110.3 37' 110.0 184.2 ® O .. V 30 36" 110.0 182.4 30' 76.3 104.7 1 42' 110.0 152.4 32" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 0 a 36" 110.0 177.3 36" 60.0 60.0 26-1/2" 38-3/8' 110.0 172.6vl 4 40' 105.8 145.1 20" 102.7 120.0 37' 110.0 156.3 A 9 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 0 a 20" 110.0 179.5 28" 78' 77.9 120.0 19-1/8" 110.0 195.0 0 03 f`a O 24' 110.0 159.6 30" 73.9 101.3 26-1/2" 110.0 154.7 1 50-5/8" I I 28' 106.9 146.6 32' 60.0 60.0 37" 94.0 120.0 30' 42" 103.5 141.9 20" 110.0 120.0 42' 1 89.8 120.0 32' 100.7 136.1 24' 97.0 120.0 19-1/8" 109.3 149.9 1 i 1 1 1 1 Q 7 36" 97.0 120.0 28" 84' 85.5 117.3 26-1/2" 63" 84.8 116.2 40" 95.2 1 120.0 30 60.0 60.0 37 67.9 93.1 _ " i i � X14 SMS I'T 42" 95.0 120.0 32 60.0 60.0 42' 60.0 60.0 C i i AT 6" FROM ENDS z a" 17" O.C. MAX. AT JAMBS 20' 110.0 195.0 19-1/8 110.0 154.8 " 24 O.C. MAX. AT HEAD/SILL � U I 24' 710.0 177.3 26-1/2' 74-1/4" 86.4 118.5 Q Z #14 SMS N 28" 110.0 160.9 37" 60.0 60.0 AT 6" FROM ENDS 30" 110.0 154.8 19-1/8" 109.9 120.0 17"" O.C. MAX. AT JAMBS O M 48" " cn rn o 24 O.C. MAX. AT HEAD/SILL 0 32 109.1 120.0 26-1/2 76" 84.0 115.2 0F_ Lij 36" 103.5 120.0 37" 60.0 60.0 40' 99.8 120.0 19-1/8" 108.3 120.0 (n 42' 95.0 120.0 26-1/2' 77" 82.7 113.4 \ y o � M • �; 20" 110.0 174.1 1 37' 1 60.0 60.0 1 r 24' 110.0 152.0 1 F 1 10 �• •••••• • • 28' 99.8 120.0 4 4 ••• Z t.• •••••• 30' 95.5 120.0 4. : "° " �•• •, O -M • • 54' R 4'. a 4 •• w� _ a Q•s 32" 91.9 120.0 4 ` . ••• eii O ~7 ••••• 36' 86.2 118.2 ° .a- a' TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE ' • tJ 7 i ••i•• 40' 82.2 112.7 AT 6" FROM ENDS AND AT 6" FROM ENDS AND a "'••• • 2 1/2" MIN. 17" O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS :•� •• 42' 80.6 110.5 EDGE GIST. 1 17' O.C. MAX. AT HEAD/SELL " 1.11N. 24" O.C. MAX. AT HEAD/S?LL • ••e.•• • • • •• 20 110.0 153.2 e • • • 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' •� • �� • e 28' 86.8 11910 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 28Y WOOD BUCK OR WOOD STRUCTURES c 30' 60" 82.8 113.5 A . /4" DIA. KWIK-CON 1I BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) Is 32' 79.4 108.8 TYPICAL INSTALLATION DEVIL 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY U 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ON ALL FOUR SIDESIUING ALUMINUM BUCK SYSTEM „ Z 42' 80.0 60.0 B - 1/4- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSt) 20" 110.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500c g45 N m n a 24' 107.8 120.0 o v� CQ 9 1-1/4" MIN. EMBED INTO CONCRETE 5 065 m o oi 84 28' 95.9 120'0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS 065 92}x- fff 6c _ 30' 66' 91.3 120.0 111 II 32" 87.3 119.7 C - 14 SMS (GRADE 2 CRS) .562 FILIF 1.125 36' 60.0 60.0 �_ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Engr: a4vA¢ AHtdAO PI�ODI3CP 12EV1SBp 40" 60.0 60.0 1-1/2" MIN. PENETRATION INTO WOOD 1.436 CIVIL as complying with the Florida c N 20' 110.0 154.5 .125 .903 FLA. PE # 70592 Building Code 24' 97.0 120.0 TYPICAL EDGE DISTANCE CAN. 3538 Acc*�*IEHIon�Mtc No ft28" 86.0 117.9 INTO CONCRETE AND MASONRY = 2--1/2" MIN. ALUMINUM BUCK OPTIONAL COVER a z 30' 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 13' duct Cott of i drawing no. 32' 77.9 106.9 f � 30 �' 36" 60.0 60,0 CONCRETE AT HEAD, SILL OR JAMBS f C a 3000 PSI MIN. ,; !`I W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. ` sheet 7 of 7 U M y Q - Z o � a 0 U N 0 M00 (t~(��i O M 0 Q Q Q O ® �h- d < �i N to O � 0000 � • • � �•••• n 0000•• • • /y >n • •• 4 0000• Z ©•�•• v 0000•• •0000 r • • pK(?Al1Cl'li1RVtScU • a � � � :-.00: as eompw"w"the F'lori M 9999 o 0 696. • ACO00000• 96 •. Lc) 669606 d © ° •• 9 Z Z zt+ 1 9999:6...4r to . • - M :9.00: 9. 6 w ... R� ~' . 080 1 TFIESEi30R -AiIEATEARQE ;& S'AAI MISIL I$H�S-ARE OU # fSERI�S��INEI° '15U �LU�CI [JM SL N �LAS�� Dt}� DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON o DESIGN LOAD CAPACITY. CHART ON SHEET 7 OF 16, USING o 15W MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. 3;3 a APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED o a ?� BY BUILDING OFFICIAL. z " ��S PROpiCT EEN1) IGNEDAND TESTED TO;COMPVITH r iIEW, 00� E FLORIDA BUILDING CQflE yOCTC( NINSTRUCTIONS:ICANEZONE` tZ�. LAMINATED GLASS AND - USE CHARTS As FOLLOWS. o" LAMINATED INSULATING GLASS 1 BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LARGE/SMALL MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. Engr. JAVAD AHLIAD o STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FLA E # 70592 �n CrvlL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE E GLASS TYPE AND REINFORCING TO USE. C.A.N. 1C 38 NOT PART OF THIS APPROVAL FOR THE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION 1 r $ WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP 1 ABOVE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 OEB . .1 2015 �A►q SHALL APPLY TO ENTIRE SYSTEM. t�� YY I 0-31 sheet 1 of 16 6" 3" [y TYP. r 2 TRACK r� HEAD ANCHORS _ :t 14" Z z g MAX. Q d 282 13/16" MAX. `• DOOR FRAME WIDTH N HEAD ANCHORS 14" MAX O. � U ANCHORS IN PAIRS 48 1/8" 2, 3 OR 4 PAIRS HEAD/SILL AT HEAP/SILL/JAMES AT STILE ENDS SEE SHEET 8 NOM. PANEL W1pTH AT 3" O.C. a LL SEE CHART ON SHEET 8 'd' FALSE MUNTIN 6" MAX 1 13/16" 0 � � OPTIONAL A C E FOR CAPACITY HEAD/SILL MIN. V C MM� CORNERS dQ 0 a ��REINFORCING � � Q � _ G z AT INTERLOCKS )L -- � I —IA SEE0ONAL EET 7 z II I FOR CAPACITY Q m L#2 1/8il N � w a I.L. OPLL 42 1/8- 42 1/8" to wto --_ ____ __=CL D.L. OPG. D.L. OPG. g +� M S O II II / // // // // gip •••• tc) 00 W • • ••• •••••• oI I / / / ••••• Qiv• •••••• II II a •••• • YN 0 ••••• �; f ••••• LO •� ••i••• ll_ ,l1 M B D z in lPOCKET JAMB (SEE SHEET 4 & 6 SILL TYPE 92 ANCHORS _ J RZ „ 48 1/8” & DETAIL M ON 2 OR 3 PAIRS 48 1/8 2 TRACK W SHEET 13) AT STILE ENDS INTO CONC. PANEL WIDTH JAMB ANCHORS O AT 3" O.C. PANEL WIDTH v SEE CHART ON SHEET 8 FOR CAPACITY 2 TRACK as ODOCr k`YI9Ep g491 a s SILL ANCHORS 13Ykt��VAh*1 MIldt L w W Mz 6" 14" 3" SSS fro _ y 6i � MAX. TYP. � (p gg kation�e � �� S 11 If •� o O Y p p p p C88" U88" $" W8- L8 We Q" (1)W%EP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)HEEP CLUSTER (2) KIP CLUSTER (1)WEEP CLUSTER En9rc JAVAD AHMAD o CML COKLEVATit�Nl FLA. PE # 70592 � M C.A.N. 138 TESTED UNIT 3 0i L-6i 0 L OPENING 4 §.. drawing no. D.L.O HEIGHT = DOOR FRAME HEIGHT -- 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH -- 6" � 2415 W 10-31 PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" sheet l.'f of l g 16'r V U TYP. 2 TRACK rl HEAD ANCHORS v `e 14" Z M anax. / 190 9/16" MAX. DOOR FRAME WIDTH B d JLo ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL MAX. 02 � U AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS E ,AT STILE ENDS SEE SHEET 8 a u AT 3" O.C. FALSE MUNTIN SEE CHART ON SHEET 8 6" I.M. 1 13/16" OPTIONAL Al C1 FOR CAPACITY HEAD/SILL Q MIN' (70 CORNERS ® 4 Q � 3. 0 H REINFORCING N 2 AT INTERLOCKS C9 OG1 Ii - iI H OPTIONAL 'Q b I I SEE SHEET 7 i} li FOR CAPACITY II Il N �' 11 lI iD —lam on it li 42 1/8" 42 1/8" w r� z m � wo I ! D.L. OPG. D.L. OPG. g rn - -- to ••.. ••••• V opa ..... 10 } I 1 ••;•• Lo ••••• 11 }I 4 g•• 1aY11ag wltb the FloNdi• � kj SILL TYPE 82 ANCHORS 48 1/8" rn W �"i°" k- 48 2 OR 3 PAIRS " z - AT STILE ENDS 48 i/$ PANEL WIDTH 2 TRACK = Co AT 3" O.C. PANEL WIDTH AT ANCHORS to U 11 SEE CHART ON SHEET 8 FOR CAPACITY o U U 2 TRACK = SIU. ANCHORS ff Ji " " \ z 6" 14 3 � zrx V MAX. TYP. D Ct N M B 1 [}1 D.L. OPENINGF o o g o D.L.O HEIGHT - DOOR FRAME HEIGHT - 9 i 1/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" -- PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" o (1)IM QAHR (2)KW auSUA (2)VEP MUSTER (2)Kw aUSUR Eogr. JA�CM AHMAU o . (Q�aushx CML FLA. PE ' 70592 o ro CAN.' 38 5; (TESTED UNIT) o _ s � Li v u drawing no. REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. € 'fit F -3 sheet-2-0 f 1 g FRAME WIDTH DOOR FRAME Vt. NON-REINF. INTERLOCKS v PANEL WIDTH SEE CHART ON SHEET 7 0 0__ L I Z p w G H I �1 � V q {y7 U O B W v 6 O u OL XXX(SHOWN) OXX EXTERIOR o XXO Cf Im, o° XXX(REVERSE) 00. q .a DOOR FRAME WIDTH FRAME WIDTH GO O NON-REINF. INTERLOCKS SEE CHART ON LL Z y is o SHEET 74� ► ;Tp r L J 1 OH --- ° � W r►i � . w H y S 0 a . . 0 1 Ul L ra � M oil xxxxxx }}•••• ul OXXXXO(SHOWN) O EXTERIOR 1 O NOM. PANEL WIDTH O •••• '•• -,, •• ••••• z OVA* .••••. •••:• o :••••: DOOR FRAME WIDTH FRAME WIDTH •••• cn •� Uy• • • PANEL WIDTH ••••• . • N o ••••• 10 _ M G H J µ ••••• [� M •• H H 4 — • • • b i Lo ••ULILILl N O Q' a • • W � 4.� " �••••: O K c,LLj + ° XXXXXX(SHOWN) NON-REINF. INTERLOCKS EXTERIOR SEE CHART ON SHEET 7 DOOR FRAME WIDTH FRAME WIDTH o U PANEL WIDTH 41 g G H J y °1zu � a w H H r e cy SF6 c E A fL ° q O 'er c � $ ',�I It O a � IL 1 NI - ul �: 8. -- L •j oa � o x , x XXXXXO(SHOWN) © 0 0 0 0 0 o a OXXXXO NON-REI SI INTERLOCKSEXTERIOR EEON Engr. JAVAD AHtvIAD o SHEET 7 M- L= CIVIL N FtA. PE 70592 �eee Ftor�a�. a mawk. CAN. 3538 AwAsimuft /Y-6417.d�NOTE: t dis, a mss. APPROVED CONFIGURATIONS $ 9 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) t�^ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. � droving no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS MNW owiliw—m cesim 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. a, ' wi 0--31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB sheet 3 of 1$ DOOR FRAME WIDTH DOOR FRAME W. IIANEL WIDTH NON—REINF. INTERLOCKS U SEE CHART ON SHEET 7 of I r o Z 1 H L 1 B ® z t� H I 10 rn 4 s' % I O ; D• 1 p la a� la _ M U O1 1 a O a o o © v PXXX(syavrN) EXRIOR �pp XXXP DOOR FRAME WIDTH 00. Q Q °o DOOR FRAME WIDTH ANEL WIDTH NON—REINF. INTERLOCKS ® .3 . 1 SEE SHEETH77 ON 3 0 N -----1 z g 0 MZ J H U I I 1 l Y I �(dj U U a �k' O I I O 1 r. a1 Ia 0 — 0L1• i I N I 1 I I m LJU LJ L-- .�- J $ 966• rn PXXXXXXP (SHOWN) ® o EXTERIOR O O ® •• �•••�; ••••e• e• (0 • 6 DOOR FRAME WIDTH 00•0• (f • 99.66• 96.60 = U Re NON—REINF: INTERLOCKS � :e e e 0: DOOR FRAME WIDTH � SEE CHART ON 0 ' • • SHEET 7 sees 0 2 N 90606 so •bee• in 96iee' - - � ;� H J H ;� •• • d f' �M11 rn 990..9 i 10 O "r H :H jf y IU 1 • X00 Lf) 6666e r. IdId i • 4 M iee06i I00 0 L u PXXXXXX(SHOWN) ® O EXTERIOR O ® PANEL WIDTH o XXXXXXP POCKET CAVITY NOT BY CGi NOT PART OF THIS NOA �# DOOR FRAME WIDTH DOOR FRAME WIDTH c 'n 0 " NON—REINF. INTERLOCKS X ce cc SEE CHART ON 41 o W W W U r---- --- SHEET 7 t' Ii 6. 1 tl ttt3333 ti !Y . 10 O [� 10 i C N •�- `� Of 1 Its. fl O m o I #A LW 1 ! oasis jM 1 ; mcx _ -ix PXXXXXO(SHOWN) ® O O EXTERIOR O O PANEL WIDTH OXXXXXP rti1JC"1 kkV1SED Engr. JAVAD AHIAAD CIVIL IN APPROVED CONFIQUEATIONS ""OplyIN With thtFluride F CAN 350 92 � 1 POCKETED DOORS (NON—REINFORCED SHOWN) ww"codt SEE SHEET 7 FOR Op AND REINFORCING OPTIONS p NOTE: s 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. LW THREE (3) TRACKS MWW�DdvdCo��k2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. f ° drawing no. `` POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS $ THRU 13. t� Z015 W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 4 of 1611 DOOR FRAME W. PAAX. FRAME WIDTH U - REINF. INTERLOCKS � SEE CHART ON I SHEET 7 0 K1 Z ° H ° O G1 O ^ LE 11O O U lq 21 0 13L 0J K1 EXTERIOR � NOM. PANEL WIDTH XO(SHOWN} ® v ti Ox A rl DOOR FRAME VY. MAX. FRAME WIDTH ' 0 REINF. INTERLOCKS G SEE CHART ON ® �Oh0 a sH r7 d130, R r K1 LL SIS LL jF 91 E t7M M H 'e .] ,� $ Ll Lt a Ki EXTERIOR Q L1 in NOM. PANEL WIDTH a to to o rn #8 X 3/4" SMS U) DOOR FRAME WIDTH AT 24" Q.C. MAX. FRAME WIDTH " ir �j M 0"0 LZ ...... N H •• � e`d •• • • W J) i • 1� LL. �f ; .•••• o ..... Z .I� ..... . .. o ® Ji EXTERIOR 1 o G1 ..... Q s •. NOM. PANEL WIDTH • • g C9 O Q _ • OXO(SHOWN) • v� '� �•� •••••• • •••• OXO(REVERSE) • • • • DOOR FRAME WIDTH MAX. FRAME WIDTH • REINF. INTERLOCKS SEE CHART ON SH T7 N O S U H H 2 l G1 la J1 81 to�npIYinBwPtA 0, o oc sy s 8akilug Codt. v I a s Q" 4 Acapta�ce NQ-�'�� N U W o iEtpltetbe DAte ✓ a LI o Gt G1 EXTERIOR J i O G1 i3adt rodKM Cn� oxxo NOM. PANEL w1orH o o XXXX(SIMILAR) ; s o ::19 !,JL'. APPROVED CONFIGURATIONS o NON—POCKETED �O) OR5 (NON–REINFORCED SHOWN) Engr. JAVAD AHMAD to SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS FLA PCML E �70592 N CAN, 538 0 � J._ NOTE: ` o Ti_L�D � TREKS .� W LU 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. f` 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. t ,. ? 4 drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. ® ✓''j �€ r ��'� wl0-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 5 of g DOOR POCKET CAVITY NOT BY CGI NOTE. U FRAME NOT PART OF THIS NOA L4mml WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r° -- �� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. i 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. ® 3 z W I 1 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �' Q ix �, a 1Y a 0 0 1a O U ; 0 0 U �y Ola a � tt1 L-- yj R EXTERIOR K1 0 XPX P(SHOWN) DOOR FRAME WIDTH 0 R � NON-REINF. INTERLOCKS ® fL Q 0 DOOR FRAME YJ. SEE CHART ON 0 .3 o SHEET 7 l� IN Z 5 w !Y U ii IY 0 O 1a IU � l 10 o I I ^ g I ASL Lt L-- cv rn EXTERIOR PXX(SHOWN) $ XXP Of DOOR FRAME WIDTH 1q D01 OR FRAME W. , c� O o I0 biv i-----a ---- ZE 1 1 ` ,_; i •• Fin u�• a 006000 iu • • W I J i 1 1 I •• • t11 0 • lyU :y YI IIm Y Y( • (/� � •••••• . _ 10 O 01 10 01 ••••• .9 3:: �t+1 (o • • Ir 10. a1 la a,! ••••• •••••• S ! M }A ! IL____ r •••• zr�l • ••••• �Q•P 8 ••••• ® EXTERIOR J1 ® ..'.. N . o M ...... PXXP DOOR FRAME WIDTH :••:• b _j •• DOOR FRAME WIDTH NON-REINF. INTERLOCKS •• . • SEE CHART ON •••••• SHEET 7 •• • • • • • 1 /+RE)7 UCT kVVi�ED N w I ru .J h Y1 1 Y Y I Its rempl)ing wltA the Fioridt rQ o v v 10 o 0 f�' ti U 1 1I; 1I-U--- BukaDCode. O !O Ol0 r m� a. a ao- ee q p upwAo"Den o EXTERIOR v mo'oZ 0�o Ia�a Iaa PXXXXP DOOR FRAME WIDTH NON-REINF. INTERLOCKSDOOR FRAME WIDTH SEE CHART ON o SHEET 7 : d IVO Z'Nx�ois _ x 1 Ys rn 1 n00. O f Ov0 Engr. JACMLAHMAD 00 1 AI K1 1 ' FLA. PE 70592 a I a I LC.A.N. 538 as` 1 ® OH EXTERIOR O K1 m NOM. PANEL WIDTH rj ` a a PXXXX(SHOWN) t PXXXO APPROVED CONFIGURATIONS �.-r~ `� drawing no.. XXXXP POCKETED DOORS (NON–REINFORCED SHOWN) W gI 0-31 OXXXP SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL r � eF0.�� TWO 2) TRACKS AND TO BE REVIEWED BY AHJ. sheet 6 of 176) DOOR FRAME WIDTH FRAME WIDTH U NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON M - I; SHEET 7 0 _ P [ H ri Q. o •� a a -- P �° 0 O O D P XXXX (SHOVIN) e oxxxxxxo F_ 0 ® � XXXX (REVERSE) G2 0 EXTERIOR 0 L2 a v M $ DOOR FRAME WIDTH FRAME WIDTH ® IL Q Q NON—REINF. INTERLOCKS ® �t~4 a SEE CHART ON I SHEET 7 4 z�g� m w H H z LJ e a LQ P N i o � Iib p M XXXXXXXX (SHOWN) " N in oxxxxxxo 0 0 0 0DOFA. AN O O O o t5 bal L2 H H H EXTERIOR J1 H H H L2 " M PANEL WIDTH DOOR FRAME WIDTH FRAME WIDTH N ® • NON-REINF. INTERLOCKS NOM. PANEL WIDTH VI-SEE CHART ON • • . ' '• SHEET 7 ••••• • o •••••• . . H • is a••••i w H H H H ' '•• • d p+•• P i.... ••• • Z JL • • 00 0 _ O— } O i — • am �•o O: }— 10 LILJ Id N • 0000 • • XXXXXXXX (SHOYIN) g " • ' ` ' OXXXXXXo � ' G2 L'1 U Q Q EXTERIOR 0 G2 DOOR FRAME WIDTH NOM. PANEL WIDTH o O w w H J H o 0 o i 3. Sf. 3• i i• n ;, a u 2 C9 K K e � a . a ^ Pave 0 o o d .- XXXXXXXO (SHOWN) oxxxxxxo G2 ® o 0 0 o EXTERIOR o a L Engr: JAVAD AHIAAD N 4*01)1K.T kVVIbYl) CIVIL FIA PE 1 70592 IQs g with the Fletida C.A.N. 3538 e - _ pf NOTE: f, m i v` APPROVED CONFIGURATIONS _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. I NON—POCKETED DOORS (NON-REINFORCED SHOWN) 5s- SEE SHEET 7 FOR Op AND REINFORCING OPTIONS 1 ° 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. J,1' droving no. wtcaisq* 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. ywi 0--31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB 2015 sheet 6.10 16 DOOR FRAME WIDTH DOOR FRAME WIDTH NOM PANEL 1VIDTFI NON-REINF. INTERLOCKS M ` SEE CHART ONS £ET 7 I I I ' z % w i H H 12 0 z 10 roo ja C jo d 0 1 H la OJ D U 0 1 PALJ ILL==jl I i W a PxxxsHom!N) =m XXXXP 0 EXTERIOR Q L2 ®,p ff FRAME WIDTH ® a NOM. PANEL WIDTH NON-REINF. INTERLOCKS 0 a 2 DOOR FRAME WIDTH SEE CHART ON SHEET 7 [x�OQ] 11jLiII1I111IILI • 0• ••:J i1IIII to o�� Zw�c�3•o�O0 3 H ra } l U IO U0 i U O ° Ia ° co 0 M sees PXXXXXXXXP (SHOWN) t� Lee0•ro'diarnn '0 0.0 FRAME WIDTH g p [)T'•• ••••• •. •• DOOR FRAAE WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS :•0.0: SEE CHART ON SHEET 7 m 0.000 •0.00• •• 7 � "m 0• ZZ�� 0000•0 1 40-1 to- • 0:2 :0000: luulLl T!4 L-1:1 41 PXXXXXXXX(SHOWN) w 0 XXXXxXXXP 0 Q 0 0 0 EXTERIOR 0 Q G2 OXXXXXXXP POCKET CAVITY NOT BY CGI FRAME 1VIDTH v g NOT PART OF THIS NOA NON-REINF. INTERLOCKS o v NOM. PANEL WIDTH SEE CHART ON SHEET 7 0 'n DOOR FRAME WIDTH i ce w w 1 S I IY ci J H H H �0 Ye H H % la to d i. 3. Ia°' 0 r ;s 1 : c I tb •, j , o ,d poi ai ri ix o I 0 o 00 IA L3 j I � 0 0 0 o a ® o o L3 PXXXXXXXO(SHOVtN) EXTERIOR Engr: JAVAD AHMAD o a_ U>➢11 r N1RVI56A CML APPROVED CONP! URATIONS ptomoytegwlib the YWd& FLA. PE 70592 38 92 o I POCKED TED OORS; (NON-REINFORCED SHOWN) ltiditcw! SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS A� 1 NOTE: '�� Li I t u iw,<p1em1°n D�it 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS joy, a -- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. / drowing no. POCKETS ARE NOT PART OF THIS APPROVAL 64fa 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. I, wi 0-31 r. AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. (sheet 6.2of 16 DESIGN LOAD CAPACITY �"E ,ASS1 (GLASS` CAP A CIfiY '• GLASS TYPES (GLASS TYPES r+� I A. & aAla Asa Rom. DOOR Nii}AM OF INTERLOCKS INTERLOCKS � � PAREL*10TH FRAME H PANELS W/O REINF. WITH REINF. 01 1rrsEs u,cHEs auanEo I7CT.(+) IMI.(-� Ext +) c11iT.-) z'P a 1 24-1/8 10 6010 6010 80.0 80.0 Q 30-1/8 10 +60.0 50.0 80.0 80.0 IL M U 36-1/8 10 60.0 60.0 80.0 80.0 j 42-1/8 84 to 60.0 60.0 80.0 80.0 NOM. PANEL VIIDTH O u 48-1/8 10 60.0 60.0 80.0 80.0 ® � � 54-1/8 9 53.4 53.4 71.1 71.1 _ 0 Q 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH >Q ® Q � 36-i`8 �4 10 60.0 60.0 Sa.O 0 h w OD 42--1/8 fa 50.0 60.0 80.0 80.0 CA �N 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.4 53.4 71.1 71.1 y 0= „� I9 24-1/8 10 64.0 60.080.0 80.0 W� � 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.a 48-1/8 9 60.0 60.0 80.0 80.0 N t0 24-1 8 f0 60.0 60.0 80.0 80.0 1 30-1/6 10 60.0 60.0 80.0 80.0 0900 • 36-1 8 96 10 60.0 60.0 80.0 80.4 •• �••• 0000•• •• p • 42-1/8 10 60.0 60.0 80.0 80.0 •�••1 -•• v • NOM. PANEL WIDTH ..... LJ • 48-1/8 9 50.0 60.0 80.0 80.0 z es" � •••••• • GIASS'Al', 0 0 0.9• a t�� %0.0: .Ar� aH,, s e , • • •� • 0 INTERLOCKS 000• • If p 0000 WITH REINF. 9•••9• o • � •i9•' • • r 61 •• •• 0 t,t , 0.00• 24-1/8 10 - - 60.0 60.0 r • 30-1/8 10 - - 60.0 60.0 y APPLICABLE FBC EGRESS • • Z. ; •..;. REQUIREMENTS TO BE • 0 '� o • 36-1/8 10 - - 60.0 60.0 REVIEWED BY AHJ. '..' � �Y� � 00000 42-1/8 102 t0 - - 60.0 60.0 48-1/8 f0 - 60.0 60.0 vb� � 54-1/8 9 - - 53.4 $3.4 24-1/8 10 - - 60.0 60.0 f+Theplarm} 30-1/8 t0 - - 50.0 60.0 36-1/8 108 10 - - 60.0 60.0 1wra I m Dat-e! 42-1/8 10 - SOA 50.0 f 1 o z a o 48-1/8 10 W- - 50.0 60.0 t 53-1/8 9 - - 53.4 y 53.4 b�18J Dade rod+ " mrt Coa+rql o 24-1/8 10 - - 60.0 60.0 U n a a 30-1/8 t0 - - 60.0 60.0 a La 36-1/8 114 f0 - 60.0 60.OT •• rc 42-1/8 10 - - 60.0 60.0 48-1/8 9 - - 60.0 60.0 NOTE: 24-1/8 so - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE o � m 30-1/8 10 - - - 60.0 60.0 E8 ES.f BASED ON ASTM E1300-09 (3 SEC. GUSTS) v, 36-1/8 120 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION L °c T - x 42-1/8 to - - 60.0- so.a DECLARATORY STATEMENT DCA05-DEC-219 48-1/8 9 co w e a Engr: JAVAD AHMAD o t u 1 u7 CIVIL N a0 u� M FLA. PI 70592 a M iV N C.A Fly 538 , h. V 1 ! drawing no. SILL RISER ITEMS E8 OR-E8.1 ARE REQUIRED FOR LOADS INTERLOCKS INTERLOCKS e �� O_31 ABOVE +60.0 PSF ONLY. w. sheet 7 Of'�6 W/O REINF. WITH REINF. 3/16" ANN. GLASS 3/16" ANN. GLASS v �N r7 .075" Interlayer 075" Interlayer o Soflex CP With PET Core Soflex CP With PET Core 'Eastman Chemical Co.' By 'Eastman Chemical Co: B: OR OR z g3 090" Interlayer .090" Interlayer 0 z Soflex Clear And Color Gloss 3/8" AIR SPACE Saflex Clear And Color Gloss a By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' CL OR OR 0. O .090" Interloyer 3/16" TEMP. GLASS .090" Interlayer g DuPont SentryGlas DuPont SentryGlas By 'E.I. DuPont Oe Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' t- 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE a W G£ SCS 1200 GE SCS 1200 G ¢ M DOW CORNING 899 m DOW CORNING 899 4 G J pOW CORNING 995 (A DOW CORNING 995M1 M1 � °�Opp� N , LL to _ o P4 II SETTING BLOCKS P4 OAT 1/4 POINTS ON LITES O SETTING BLOCKS WIDER THAN 36" AT 1/4 POINTS ALL SIZES l� 16 EPDM 1 EPDM a IWC OUROMETER 85±5 W DUROldETER 8515 � so GLASS TYPE 'A' GLASS TYPE 'Al AIR SPACE CONSISTING M. ••'• j,�;• M 7/16" OVERALL LAM. GLASS 1" OVERALL 1NSUL. IAM. GLASS 318" SPACER: ••• • Q�•• �. **see* .0045" THK. ST. STEEL RECTANGULAR SPACER AROUND ""+ � ;•••• THE PERIMETER OF THE GLASS. ."•• =2 ;�•-L;, • • ..... 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN-0 GLASS ••••• te�r- � ••i•,• • " O M A ••••�• _ .075" Interlayer .075" lnterloyer ::•:s � C] � � Saflex CP With PET Core Soflex CP With PET Core BByRR'Eastman Chemical Co.' By Chemical Co.' : • .Z Z� •,•,�, 090" Intertayer 090" lnterloyer •�• ,�'� -TC) - M Soflex Clear And Color Glass 3/8' AIR SPACE Saflex Clear And Color Glass •• • A- A'� • • 0 'Eastman Chemical Co.' 'Eastman Chemical Co.' Pi OR .090" lnterloyer 3/16" TEMP. GLASS 090' Interlayer DuPont SentryGlas DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.1. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREWD GLASS 3/16" HEAT STREN'0 GLASS �=1 SILICONE SILICONEo 8 'A GE scs 1200 GE SCS 1200 f"Ducurvina r- (A DOW CORNING 899 DOW CORNING 899 i the Fleri& 41 10 DOW CORNING 995 i Wa DOW CORNING 995 A �Afu a !d1 ii ii \ M1 i i i Cliplrutfob Oak ! ��/ �� ran ,,, w vaz r3 i i SETTING BLOCKS SETTING BLOCKS ` r, i AT 1/4 POINTS ON LITS �, Eiml � i AT 1/4 POINTS ALL SIZES aetCoar�WIDER THAN 36" tn EPDM EPDM ', i.... 3 c o DUROMET£R 85±5 0O DUROMETER 85±5 O Qt' 16 $1-4 y o o H H 1 T _ x W \ W o GLASS TYPE 'B' G ,� Engr: JAVAD AHl.IAD H t� CML i � L�i`�f`�!` '�`�' PIr FLA. PE ��{`, 70592 7/16" OVERALL LAM. GLASS 0RAItiNi CAN. 538 o m GLZTNG OPTIO ;,•~'h �` t —1Q— — J�'? s drawing no. LJ 015W1 0-31 sheet 7,i*of 1 g TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI 1N CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS TYPICAL ANCHORS M • CONCRETE AT MTG. STILE SEE NOTE SHEET i AT MTG. STILE 1N CLUSTERS 1N CLUSTERS & INTERLOCK_ENDS & INTERLOCK ENDS AT MTG. STILE METAL STRUCTURES I _IBY WOOD BUCKS AT }ATG. STILE re e SEE, CHART 3 KSI SEE CHART SEE NOTE SHEET 1 & INTERLOCK ENDS & INTERLOCK ENDS SEE SPEC BELOW o EDGE ISS. ° :QOR'QUAPlTiT1ES,• • • CONCRETE FOR QUANTITIES SEE CHART E06 DIST.. • ° 3 5/�". I FOR QUANTITIES SEE CHART _ FOR QUANTITIES 5 °•'.. :°e. a... s EDGE°UI L"° o " .p3 5/8" ' :3 K5f EDGE 3 5!8" O e .CONCRETE ,• a e. a DIST. O O r. 0 0 FIN7 0 Of JFm 6�- 05 ANCHOR TYPE A iv m vi ANCHOR TYPE A m vx, ANCHOR TYPE B N 03 In ANCHOR TYPE C In ®2 o INTO 2BY WOOD BUCKS a THRU 1BY WOOD BUCKS a DIRECTLY INTO 3 KSI CONCRETE g INTO METAL STRUCTURES Q OR WOOD STRUCTURES 43 0INTO 3 KSI CONCRETE OR APPROVED MULLIONS ® a ssirr��coAn�cn�ac>r .c �t � �,�E 'a 3 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO V, Z Vl M i/2" SHIM ( res BZ) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH M 0 CLUSTER AT CLUSTER AT CLUSTER ATTRANSFER THEM TO THE BUILDING STRUCTURE. STD. OR ALTERNATE FRAME HEAD AND SILL. ,4' g STILEANTERLOCK ENDS ERLOCK EH LEAfTER1M'EH TYPICAL ANCHORS; SEE ELEV. FOR SPACING NOM. DOOR 4 (6) 8 (8) 8 (10) _jML 6 (6) 4 (0) �Lt . -- 1 } } - PANEL N10TH FRNME HEIGHT EXT.(+)EXT.(+)EXT.(+) EXT.(+) EXT.(+) EXT.(+) Ems.(,,.) TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'E CO' (Fu=177 KSI, Fy-i55 KSI) TYPE 'A'- I/4" DW ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) mi cq INCHES - INCHES INT.(-) INT.- INT. - INT.(-) INT.(-) INT.(-) l 1 2 24-1/8 80.0 - - 80.0 - $0.0 - THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES1II tO 30-1/8 80.0 - - ao.o - 80.0 - 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD o M 73.6 80.0 - 4l - 72.4 s0,b THRU 2BY BUCKS INTO CONCRETE THRU 1 BY BUCKS INTO CONC. OR MASONRY I o t 42-1/82 66.4 80.0 - 76.7 80.0 85.3 80.0 �� N i 1/2 MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY w 4$-1/8 st.2 80.0 - 70.8 80.0 60.2 80.0 �yy,��. _ (, _ (� • M 54-7/8 57.5 80.0 - 66.5 80.0 58.5 80.0 I,v - '�� '4" U#_��ON BY TELCO (F ri KSI. Fyt�155 K$1}} i J I�"IYP�t6'^ � 4 DI�lA IULTRACON BY 'ELCO'h Fu-1T7 • � Z ��'I•• •••••• / ----] -A S1_f�L i55 X x 24-1/8 80.0 80.0 - 80.0 - 50.0 - ' ^- - --- - �- MASONRY) •••• d a • 31�ft1 ECTLY-INTO CONCRRET flIRECTLY INTO CONC. OR 30-1/8 79.3 $0.0 78.0 80.0 " •••• • • / » 80- a0.0 -_ I (2.:YAIN. 'EMBEp 11 1-1/4 MIN. EMBED INTO CONC. OR MASONRY � � q�•.iv o •.•... 36-1 8 69.2 80.0 .0 68.0 80.0 •••i 42-1/8 84 62.1 sa.0 - 71.s $o.o st.1 so.o TYPE 'C'- 114" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- )J4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) ..• o N ��1"•,� 2 �••••� 48-1/a 57.1 aa.a - ss.o so.o s6.2 8a.a I INTO MIAMI-DARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I I INTO MIAMI-RADE COUNTY APPROVED MULLIONS (1/8" THK. AW.). 'try ••••• 54-1/8 53.5 so.o - 61.8 80.0 52.6 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES ••••• d �. •• ••• 2a-1�8 so.o - _ 80.0 a0.0 - I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 11 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •••..I 'a• ^ II I � uI •••.•. 30-1/8 73.0 80.0 80.0 71.8 80.0 a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) .•... - M • 36-1/8 90 63.4 a0.0 73.3 80.0 62.3 80.0 w STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED ' S �• {{ ( ) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � r-n 42--1/8 56.7 80.0 - 65.6 80.0 55.8 80.0 U L _ _ �{ _ - - • g i}C•Q :••••: 48-1/8 51.9 77.9 80.0 60.0 80.0 51.1 80.0 OJ • • • •VV •..••• 24-1/8 80.0 - - 80.0 - 80.0 - - - - - ANCHOR Et}6E D18TAN-CES •� • • 30-1/8 67.6 so.o - 79.1 80.o ss.5 80.0 m w By_-V m1 F"�T ! �NTO CONCREI€ OR MASONRY-1" INS •• • 36-1/8 96 58.5 80.0 - $7.7 80.0 57.5 80.0 r0� IRE �s O .CON STRUCTUREffi_3/4�' MIN: 42-1/8 52.2 78.3 80.0 55.3 80.0 51.3 80.0 _ MIIN �1) INTO - CONCRETE AT HEAD, SILL OR JAMBS f'0 ¢ 3000 PSI MIN. 2 48-1/8 47.6 71.4 80.0 55.0 80.0 46.$ 80.0 4 , 2 24-1/8 60.0 - - 60.0 - 60.0 - ti NOTE C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. v o 0 30-1/8 60.0 - - SO.O 80.0 - p ANCHOR CAPACITIES LISTED ON THIS O 5 1 w w 36-1/8 54.3 60.0 - 60.0 - 53.4 60.0 w U SHEET TO BE USED IN CONJUNCTION SILL RISERS I 102 U z SEE SHEETS 9, 9A, 11 & 11A FOR OPTIONAL SILL DETAILS c W 42-1/$ 48.3 60.0 - 55s 60.0 47s so.o a a WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY aIL 48-t/8 43.9 so.o 5a.a so.o 43.2 so.o o LOWER APPLICABLE VALUES CONTROL. 8 a 54-1/8 40.6 60.0 - 47.0 60.0 39.9 60.0 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B 24-1/8 60.0 - - 60.0 - 60.0 wj z TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE 30-1/8 58.8 60.0 - 60.0 - 57.9 60.0to d v PLEASE SEE FOLLOWING SHEETS FOR DETAILS. + r m 3:-t/s 1oa 5asa.a - Z 0 36 .o 9.9 60.0 o N 42-1/8 45.0 60.0 - 52.0 60.0 44.2 60.0 cn Q U \ a •5 o o o 48-1/8 40.8 60.0 - 47.2 60.0 40.1 60.0 r C3 0 l-, E 24-1/860.0 - 60.0 » 60.0 - y z x ...... ......... ... ° 30-1/6 55.3 60.0 - 60.0 - 54.4 60.0 z Ln W ■ 36-1/8 f 14 47.5 60.0 » 55.0 60.0 46.8 80.0 w X11 Of pfvrldt 42-1/8 42.1 60.0 - 48.7 60.0 41.4 60.0 ,j u �a8! 4 ° o °°, a e' ° ° • 3°S/$'' a Engr: JAVAD AHI.IAD N e 48-1/8 3$.1 57.7 60.0 44.0 50.0 37.4 60.0d1A cV •'° 3 /8` ° ' CML ao I g� _•e. FLA. PE �70592 � M - t2pb�� CA.N.` 538 0 a 24-1/8 50.0 - - 60.0 - 60.0 - O Date °• i 'i 30-1/8 52.1 60.0 - 60.0 - 51.3 60.0 g - ,. TYPICAL ANCHORS v a �' m' fA PO ED & HARDENED IN CLUSTERS 36-1/8 120 44.7 60.0 - 51.7 60.0 44.0 60.0 o i43lserni nide rodr :vn:ra NO-METALLI /NON-SHRINKAGE • 42-1/8 39.5 59.3 60.0 45.7 60.0 38.9 60.0 w g� HIGH STRENGTH GROUT AT ?ATG. STILE & INTERLOCK ENDS ,+�4: '` drowin no. 48-1/8 35.7 53.5 60.0 41.3 60.0 35.1 60.0 i a f'c = 5000 PSI MIN. SEE CHART ' � 9 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES - MUST TRANSFER SHEAR FOR QUANTITIES ¢ # YY I 0-31 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LOADS TO STRUCTURE --FEB �,5 2015 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. street 8 of 6 U SEE SHEET 8 FOR ANCHORS M I c9 0 z EDGE DIST. 3 5/8" /8 EDGE . Z o0 DIST.., EDGE 5 EDIS7 5/Sn DIST m2 4 o a; a 44 d. Z N \ dam e .v ad aI 4a e a v 1 °d ° °4 Ia' ° - ° e 1 a* °4 Ia ° e e I F I Q a. .v ;ad• • °. a •Q b- a °' ,`, g O J i I WEEP SIZE 1/4" X 1/8 cr j�g 0 d O tt mil tt E .41 REFER TO SHEET 8 FOR VARIOUS ® oif 000 ® ® ® INSTALLATION CONDITIONS. QE .0 a u< +ten T CD ® OPTIONAL SLANT SILL ADAPTORS Q b II II II 0 w I II rl � II �I II I I II II c' Q ',.!• I 'I III II 1 • • zt.• •••••• II II p II ; II DECCOO E o 0 •• •• I I I I I 24 SILL R c�ii Lc Lc 1 I ; 'l 'I 'I oPnoloAL•;• `p�••• •••••• It II y I E-1 II II .•..• h rn _ w a 1.4 O I n •I I W III r •.... a •., ...... W I �I ••:•• Z �• ••i••• C; P q II II II II Ij .. •. •��'ti ...... Q a- W II II II II II if Il ••••• N p M •• 1 1 1 1 t-41 • • 8'— v •••••• � Ii II it FI II ;I '` : •• � � �} � • II 'I h II II 1 J • • • s-- •••••• ;1 II II It II II •• • • • I I I l y II I 1 0 L .J 3 w 11 II It IIS 'f SILL RISER y z o III POURED & HARDENED II II E8.1 REQD. FOR LOADS o I ' HIGH STRENGTH GROUT I I I 1 Coy ABOVE +60 PSF rc 11 �: I a re NON—SHRINK, NON—FAEfALUC SILL RISER C� � w f'C = 5000 PSI MIN. 1 1 I 'I E8 REQD. FOR LOADS t�� v o a a NOT BY CGI WINDO VIS ABOVE +60 PSF 1 11 MUST TRANSFER SHEAR ® ® i'tl 11 z " « E7 LOADS TO STRUCTURE 11 d1 I 11 ® ® U c: a r n II c O n O N O f11 Inger d Gx _ -, x N J N a I a\ xQg a a•'a.h'°d.::'e.'.'.'a'°'''''..r'e' '"e.e.. II . ..I ...e a. a4e Eng�r�'J.A.:V...:ADa$i'AHAAD .............' ''' . : 1. _. : CML ..:........ ' ... .... EC92PE .. .voN•aa AN. 538 EDGE 3 KSOe 3 KSICONC NC. EDGE DIST. 5. ST.GI +1 `OMvm>o roL rao , droving no. SEE SHEET 8 FOR ANCHORS F COO THREE (3) TRACK DOOR DETAILS sheet 9 of J v SEE SHEET 8 FOR ANCHORS r� I 0 z EDGE DIST. 1 3/4" ao 3 EDGE DIST. 1 3/4" EDGE DIST. f 3/4" N m� 4s .a4 v'a I• a' ' I a 4". '•4Q n .a a 1 - Qac ' r a a d 6 �GYVY: U Z. Ell I I I I WEEP SIZE 3/4" X 3/16" ® U u 0 c E13.t REFER TO SHEET 8 FOR VARIOUS M Mil INSTAt1ATION CONDITIONS. ®&a a O df oAt o ® CO C° ® CD ® OPTIONAL SLANT SILL ADAPTORS FI it I! II II 1 II II ;I II II II It !1 'I It II v it II II ;1 II 11 O� M tl II II ,I i 11 C] rn II II I t I I � I II II Il II Ir �a 1 II 11 II li II II � ��•• v C9 • II II 'I I �I II • Z II II J ! II II DECO Q• •• ...... • •• • li I II II II II 24 SILL CO C • i OPTIONAL • A••• •••••- }» �. II tl tI II II II •••• ," to • W a O I' II II I W II !t r •s•• �••••. W I� IJtI W 9 1 ;I ••.•• z Q • ince ••i••• Q o II I It II II II I� •• •• �•�� •••••• 1 I I II ••••• In M •• q • • n I I W tl II II II II II II II it II II II �� • L�.! r • I{ tl 11 1 II II •• s— r • • II •• ••••••II II II 11 It • • II tl 11 I II II _�ag,tR�R�'0{71£fG p II II II II .I II �1<pf1elpir Il II Il II II II 111f0A Dubf � III I i I I / 0- :1 SILL RISER ` z g I I tt I I I I 8Y h a. E8.1 READ. FOR LOADS c -' y II It POURED & HARDEN€0 III It II kw W� GQ ABOVE +60 PSF w w HIGH STRENGTH GROUT rods Coq#"a W � I I NON-•SHRINK, NON--METALLIC h 1 q It SILL RISER L W W f'o 1 5000 PSI MIN. I .I 1 ' ES READ. FOR LOADS �� 0 a a NOT BY CGI VANDOWS ® ® ABOVE +60 PSF 111 v z a rc MUST TRANSFER SHEAR !1 E7 LOADS TO STRUCTURE I1 I 11 B ® ® 11 in 3 1 ® ® ® ® ® `;1 � oa � up N J NLOA N a 4 a Engr: JAMAD ARM c e ..........'.': a 1 f' .'.'.'.'.'.'.'.' '1 F' ..'.':..'.'.' CML ri a a FLA. Pf, 70592 I M 4•• •. C• .......•C a 1 •. •<• d a _• d• O a C.A.N.�3538 p 3 \ '.a' .a a 6,' .8 a•w ,b. m .4 •�: eQ. ;b: a :3 KSI CONC. '. .a••a' °4 .e d. :b a -3 KSI CONC. v EDGE DIST: m EDGE DST. '. 0 1 .3 - EDGE DIST: a - 3'4 " n , • SEE SHEET 8 FOR ANCHORS j' drawing no. it W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS 7 � sheet 9.10 16 TYPICAL ANCHORS SEE ELEV. PANEL WIDTH u FOR SPACING OH 1/2" MAX. E6D.L.O. REINF. AS REQD. ( H ] { ,I ) q 3:LOAD BEARING �✓ SEE CHART ON SHIM A,i5A Al SHEET 7 FOR CAPACITY L Z _ p UOQ no I _ - - - - ®0. d< S Q � N� F o _ o 0 0 � Z N ' M 4A M 16A _- -_ - - — _ -_-- W rl w g N o E27to y D.L.O. m O.L. OPG. I 1 $ in W EXTERIOR NOM. PANEL WIDTH li PANEL WIDTH O M CD O L s LOCK STILE INTERLOCK INTERLOCK ASTRAGAL , , ? • (REINFORCED) 000R FRAME WIDTH (REINFORCED) D •„• ME ®� •••;• • 1X6 OR LARGER � •• • rn •••:• WOOD BUCKS A >•to / •••••• (A�nZo #10 X 1-1/4- SS PH SMS Erpirilro�0�e ��• ` ones:••• 0*6- ) A 1 PER CLIP E,, p � rn •... •• •• z 'n • • K . 4t-,J .... L 3 PER PANEL ��bkde e�qp 4 � 2 �?y o •..• PANEL WIDTH AT 18” FROM EACH END M2 .,, •o ' 1/2" MAX' AND AT MIDSPAN • • • `� • 1/2" MAX. 1/4- MAX. • . .p� • LOGO BEARING / M2.11 / '-— •s•• SHIM O.L.O. LOAD BEARING #8 X 3/4" SS FH SMS LOAD BEARING MET, • N SHIM M2 1 PER CLIP SHIM STRUCIVRE• •••• U Z • Z O TYPICAL ANCH i RSyyll SEE EL ,' — - II �_ g TYPICAL ANCHORS -- IITYPICALWi W FOR SPACI G ° SEE ELEV. SEE �ANCHORS � z o 0 FOR SPACING II FOR SPACING N W W W a K fC w t9 w WUl EXTERIOR FIXED PANES, EXT. o DOOR FRAME WIDTH <' DOOR FRAME WIDTH Engr: AJr:AD AHMAD o e CIVIL N FLk Pt 70592 DOOR FRAME WIDTH 2X6 OR LARGER WOOD BUCK CAN. 538 • ll OR f J v WOOD STRUCTURE ul drawing no. W1 0-31 THREE (3) TRACK DOOR DETAILS sheet 10 of 6l U SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS 0 z EDGE DIST. 1 ,3/4" z EDGE DIST, 1 3/4- 'Z d e I 13 KSI CONC. \ m e a a _ 4 a ° , a ° , 3 KSI CONC. , - Qo r" Q4 CL Q ° Q. to �,. E3 ry. _ �1 Y WEEP SIZE 1/4" X 1/8" 0'R SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. CY Q Al ' lA1� d10 Els C� s' °��It e �3j CE-, ZN ® QH2 j I I OPTIONAL SLANT SILL ADAPTORS .- I I I rn �p� � II II O t, II S 0M1 i i it 'I DECORATIVE 'n Il II I I 24 SILL COVER N ^ U01 II ;� II II OPTIONAL cD 0 M I I a h 11 I, II z OL+ ,I II I, I lir 0 O it 'I Ill �I ll fn II =cV o _ 0 c3 O hn 1= 0 IIa ii UIN 40 M x 0 ;y w ''' II o i �� O M 13 I d 4.�.r,• � W W W 00 d W I I II O W I, I I a •• N Q•_ M •• 0 I ' O I i ••••• {� • •Uy• v •••••• 'I I I O I F • (� Q ..3 ll" •••• N �••••: 11 I' SILL RISER ••••• II II l ' 2/1. E8.1 OPTIONAL FOR LOADS 00:09: • .• •••••• II I, ti ,i �D - BOVE +80 PSF •• •• r •••••• II I, O ...... iC{ - lI I, I` '� DNdt MI c I �� • • of • i II I' POURED & HARDENED �, II �� I Al •••• i O W � ••••� II q HIGH STRENGTH GROUT II Il SILL 1SER 11 H a a I NON-SHRINK, NON-MET LIC ' '' E8 SILL FOR LOADS f'c = 5000 PSI MIN. 11 o ' NOT 8Y CGI WINDOWS ® A80V +80 PSF II z x MUST TRANSFER SHEARI LOADS TO STRUCTURE �I 0 atO 2 � . \ZLd El In r • N N O..... I ..... a Engr. JAVAD AHI.IAD c M j I...... j .':.'.::.. I.....: CML j o0 a a FLk PL' 70592 +,.14 ... ,• C.A.N. 538 4 4 J. I - - - ji- \ .° •'• ° .e ° °.•• , 3 KSI CONC. \ n' .° o' °. .8 ° I •iEo , IC n u a , l a. '+ w a : °• 3 KSI CONC. q� EDGE DIST. 1. /¢T EDGE DIST. 1.3/4" ` drawing no. SEE SHEET 8 FOR ANCHORS /1��pp�� W� 0...31 SEE SHEET 8 FOR ANCHORS GU��Jgg TWO (2) TRACK DOOR ETAILS sheet 11 of 16 v SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS o Z EDGE DIST. 1 3/4 EDGE DIST. 1 3/4" FR L iv 00 a s 1 3 KSI CONC. m a s a 1 i 3 KSI CONC. �" a ;X Y- E3.1 WEEP SIZE 3/4" X 3/16" Q �j REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. Q' tMf FA11 110 1 0 h G A l C 1 1% j� . 0 ® 1 Z � E ,. OPTIONAL SLANT SILL ADAPTORS N II p II DECORATIVE O tt t' li I 2 SILL COVER m n OPTIONAL 0 It II It ti � o 0 LLJ �• X I i F I i S it II I� 2 N O w t,� L1'i II II � li V} to r rn x t4 O I !i x p N4 0 11 � �S �M � r o a W.M. w a o i L �•��', uM°fi w W W 1 z z� Zit t] ,I ti H II 1I t3 Z J •• •• O 960000 •• � S•=v •• 0O W I p W ili •••0• ��c•Q J 06060• t7 i ,i • pc 66.6• U r G • • 0900 ...... sl li I, ; . • • • SILL RISER 0900 ••0••xavem*bg Wim • iOtrd� 00:96: E8,1 OPTIONAL FOR LOADS • 6• *0000•••• II '! Amp"140 i� / 60VE #60. PSF •• •• 00000 3 • II 41 91! 0 •6.66• YQ1�Y{Oq�17i�! .. Z �� • • • � •2 og • 0 99990 II 11 POURED & HARD N£D II II Dade .1'odtd(i CorNroel �'� 11 •0909: o }" ••••i II i1 HIGH STRENGTH OUT i� ;� ll AlL �33ij • W 6 NON-SHRINK, NO -METALLIC SILL RISER 11 3 a f'c = 5000 PSI IN. I 'I E8 RE00 FOR LOADS II m z NOT 8Y CGI WIN WS ® ASOV +60 PSF It It MUST TRANSFER HEAR LL-]I LOADS TO STRUC R£ I1 B1 ® O O Q r 0 �z All Lex _ ax f1.1 N _ N O a to ° . Engr. JAVAD AHIMD o CML I a'4 l ......... I 4 FLA. PE # 70582 p M ,• CAN. $538 t X ,4 ° • ° x a v a • 11s{ by �� Q .� _ L I ? ° • J ^ 3 KSI CONC. " `' °. .I .j ° ° � ° :^ w v v • _ • a• w a . _ e 3 KSI CONC. J.t. EDGE DIST. 1 3/4" EDGE DIST. 1 3/4a ° � drawing no. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS t� nW1 0-31 ALTERNATE TWO (2) TRACK DOOR DETAILS LAVE6 sheet 11.1ofl6 U TYPICAL ANCHORS M SEE ELEV. FOR SPACING I 1/2" AJAX. PANEL WIDTH LOAD BEARING #10 X 1--1/4" SS PH SMS ii PANEL WIDTH � F � z SHI A G 1 i PER CLIP n s D.L.O. Ail IA2.1 cl a- I'rl}8 X 3/4" SS FH SFAS D.L.O. (L O 1 PER CLIP 10 E5 0 U col d Il Q LL a _ - _ - -- _ - __-- _ _-Ll _ - - - - __ - ® t - _ fl �► a . Do Op 0 CL 0 °°OC N c. _ _ _ - - - - - - - - - - - - - O .s Z l4 w C? e w :'•�-•• E6 E4 E9 INTERLOCK E2 FIXED PANEL D.L.O. ASTRAGAL vcn (REINFORCED) a EXTERIOR $ 4m NOM. PANEL WIDTH N Of DOOR FRAME WIDTH z O W M 1BY WOOD BUCKS ti O SEE NOTE SHEET 1 N r- 04 N w rn 1/2" MAX. },� y • _ LOAD BEARING K 1 L 1 U 1/4" MAX. ••••• k 'n 0060:6 SHIM PANEL WIDTH Z o #10 X 1-1/4" SS PH SMS LOAD BEARING 0000• • �` v 0000•• o�� 1 PER CUP � .rr g • 1/2" MAX. oo SHIM METAL • • 0 LOAD BEARING TYPICAL ANCHORS 8 X 3 4" SS FH SMS STRUCTURE•• •• V t0 • • D.L.O. SEE ELEV. / •0.0•• SHIM -'FOR SPACING 1 PER CLIP ••••• 6 • • 0000• TYPICAL ANC RS `° 0000• ••i••6 i • • SEE E '' •'• TYPICAL ANfUQf3� ,}, 6•••6• FOR SPACI G SEE ELEV. MODUCf khVIbM 11 FOR SPACIV• •• - - - as8�7��$fit►Me IFtorFr3t • • z o 0 0••••• Amo Cock. v " £` + NO _F �Z7.t* II • ••• 0 c z m w 6 • ,�1 •• • � � 0000• Y• oawMIN ^✓ s E27 _ I L At] ' O 0 w g N " sUl U' EXT. �" p a a EXT. U9L C x _ x w EXTERIOR `. >" DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH ° 0 213Y WOOD BUCK FIX— _E Engr. JAVAD MhW of OR N WOOD STRUCTURE FLA. PEIL 70592 0 , 3 3 SEE NOTE SHEET 1 CA.N. $ u i � �ai 3 _ r gg L v 81 v v f droving no. ;;r F 5 Nis w10-31 TjYO (2) TRACK DOOR DETAILS sheat 12 of 16 REFER TO SHEET 8 FOR VARIOUS u u SEE SHEET 8 FOR ANCHORS INSTALLATION CONDITIONS. M 0 Z EDGE DIST. 3 5/8" ilk EDGE 3 27- EDGE DIST. 3 5/8n 3 5 8° DIST. EDGE GIST. / t a CV �� 'a d a •a a.. e,. 1 .e 4 a;. d � a I e. a i ' v ". 4 a 9a L z \ g ' a a a 1 d e' a e l a °4 Z a" a e e l W g I O e a4• a... . .e Qq. a a..' .e ' aG. a a• ' M d 0 u ....�•, A WEEP SIZE 1/4- x /s" ©,° Od1 M11 ® a a .0 E7 ® z 2, •II II II It II I p tl it ^ I I i I II I! 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AND AT MIDSPAN 1/4" MAX. S C-4;; . . LOAD BEARING #8 X 3/4" SS FH SMS LOAD BEARINGMETAL , p s rn SHIM' 1 PER CLIP SHIM STRUCTURE E2 Z z tJi § o 1/2" MAX. Z W9 6• o ."�. o W g TYPICAL ANCHORS Q ••• LOAD BEARINGSEE ELEV. SHIM I� U o FOR SPACING I� TYPICAL ANCHOR•••; U O �' • SEE ELEV. • u °, II FOR SPACING •••�•• ••• 696966 • • • 6 •6• ` .696 • TYPICAL ANC N RS II I1 •6 9••• I • • •• SEE Ei FOR SPACI G a' 66�6•� • t o o 6 lba •• 11 a'• .' pp II •• •• y v v• 9.• ••999• O La f • • 6 • w a W • A ;a n N N • • 0, w w •6• �••• : Nerd Zi �; ••� OD II — II evixW N ¢ f] O O �, Q. lea] Li _ a o EXTERIOR EXTERIOR o r'1ODUC'!'1tvVIIwD As comm Whk the pkfw. Engr: JAVAD AHMAD o i cv DOOR FRAME WIDTH 8vldlmaptrtl4je t� _iso C*ftCIVIL FRAME VADTH FLA E 70592 1 EttpFebtwoLU its C A.{yt 538 2XR8 OR LARGER WOOD BUCK OR 04�''� >M ;' mWd WOOD STRUCTURE , drawing no. 1'� 2015 W10-31 .. FOUR (4) TRACK DOOR DETAILS [sheet 12.2of16 EXTERIOR MOUNTED POCKETED JAMB TYPICAL ANCHORS TYPICAL PAD PILE INSTALATION LOCATION o TYPE A, B OR C Z AT 6" FROM ENDS AND O G 9" O.C. INTO WOOD/CONC./METAL � 0. 6" O.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED 1-1/8" MIN. 1G C c Z 1-1/4n MIN. BLOCK EMBED EDGE DIST. SEALANT 1 d 0 U 1-3/4 MIN. CONC. EMBED 2 1/8" MIN. METAL THICKNESS C a CONC. A BLOCK / / V100D METAL I O Q Q dna Z Q �30 --- - _-_ zfox ui o `r to z II I EXTERIOR a° N on to TYPICAL AT PANEL 4 CORNERS o O � z O � c POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA �N TO BE REVIEWED BY MJQ s Z Z Lei. r. LonER 0•S • • ••••• •••••• • DOOR FRAME WIDTH ••.• • • ;""; A2 NOM. PANEL WIDTH •• ••o044m Whb the Florldt •n o v •••••• ! �y C = Vf • A2 Iljdf t/L G �r•• 1 w .� C •• L t• • R .t �y 4 'i• � � Lei • • .............. :r r o a o 0 0 II •.4f.f.5 J.1f.1 t. L41 Il o 0 0 0 = CO) o = CO) o � En9r• JAVAO AK003 o } CML II ,s FLA. PEI. 70592 c n r>AN3538 � Hs A q 2 2 I �x drawing no. EXTERIOR - 2`1 20155 wl0-31 �j sheet 13 of 16 4.735 5.921 1.340 1.340 .070 07Q 675 .120 v .860 � � T�� M .847 7.250 .847 �j 995 .050 975 .995 1.250 050_ 5z ote 3.255 3.255 ® � a I� 1.184 �` a 7 FT" 4.250 O 1.184 4.250 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 �7 GLAZING BEAD `-' GLAZING BEAD .070 9 4.735 5 921 LAZA. GLASS INSUL LAM. GLASS Q 995 .995 dj .070 1.508 C3 0 1.186 (� A'O0� T- .860 I E7 TOP/BOTTOM HORIZ _� TOP/BOTTOM HORIZ (OPTIONAL) ® ILh < 50 .915 1.250 NN 3.000 .725 .065 664 1.5 .060 1.831 3.000 0. .0 ci .070 .995 � .07a � Z� � M .125 Z �Q E3.1 ALT. FRAME HEAD (2 TRACK) 13.1 ALT. FRAME HEAD (3 TRACK) M2 .156 mLJ 1.490 1.415 FIX. PANEL CLIP 3.000 1.490 1.415 2.005 .075 075 2.600 EXTERIOR INTERLOCK (OPTIONAL) 2.005 M 070 070 2.600 ES 070 1.366 � g In 640 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) ' ,n 753 O t M 2.755 4.735 3.000 .995 .265 .125 3.000 a a � 5.921 .095 E8 .095 04 E1 FRAME SILL {2 TRACK) t FRAME SILL (3 TRACK) SILL RISER (OPTIONAL) 1.610 1.870 060 N ., 1.770 .060 1.415 7.770 1.415 � 0 M M L -3.188- L3.572 . © � zz � r W � o o .0 75 .075 2.005 .070 •070 -2.005 N .070 2.600 .d70 2.600 1.625 • • g '^•Q 6 D 920 10 11 E5 INTERIOR INTERLOCK 582 1.255TERIOR INTERLOCK (OPT•fONA+`�• V �•� •� �� •••••• T + 4.735 5.921J 86 .21zo 2.ao5 •••••• • W-�-- 1.1 e•••.• 9950 4h 572 '••••' ' ••••• POCKET HOOK ASTRAGAL (OP • • . TIONAL) 741 • .• o_ •••.• Et,1 ALT. FRAME SILL (2 TRACK) tt.t ALT. FRAME SILL (3 TRACK) 1.501 060 1.881 .625 • •••• o �!w •' • • 4110, • 2.591 • • z a•�% 3.750 3.750 .156 3.750 1.920 .062 3'3 •1••• Go 2. :0046: 755 155 --v.125 ,125 3.000 .155 2.670 z N r - 40 .625-4 .O 0 - .0701170 - i3 0 .0701.87Q E4 EXTERIOR INTERLOCK •070 .625 > 1.610 24 > g= _ � Y 3.510 3.510 E8.1 3.572 SILL COVER(OPTIONAL) O SILL RISER (OPTIONAL) c 1.8251 V 1.600 1'870 .070 •125 1.600 1.870 Engr: JAVALAHIM N FLA. PE # 70592 + 1t&V ,D o M CAN.'ti3538 ftbe blel!Ms �n 125 1.310 I�fdtr�Co s v s M' 2 > dh voL2.005A sp,L2A05J 1. 2.0055 rr = ;qf t, 4 drawing no. t, E34 OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCINGOUTER TRACK ASTRAGAL (OPTIONAL) oaf sheet 14 of 6 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS 1.375 510 v E1 CGI-183 FRAME SILL 2 TRACK 6063 Y6 CGI EXTRUDER - .060 /h M E;.1 CGI-150 ALT. FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - .260 I 2640 aC E2 CGi-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - ;.550 �I ® �` z E3 CGI-186 FRAME HEAD 2 TRACK 6063--T6 CGI EXTRUDER - ;: E3.1 CGI-152 ALT. FRAME HEAD 2 TRACK 6063--T6 CGI EXTRUDER - R�5 FRAME HEAD COVER n• E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - 4.765 .065 O U E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - 080 1.621 .640 d 3 E6 Cal-'155 MAIN STILE 6063-T6 CGI EXTRUDER - � p E7 CGI-156 TOP & BOTTOM HORIZ !6063-T6 CGI EXTRUDER - O a E8 CGI-157 SILL RISER 6053-T6� CGI EXTRUDER - .344 .060 E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) - 6063-T6 CGI EXTRUDER - 625 C¢Q 4 °o E9 CGI-158 ASTRAGAL 6063-T6 CGI EXTRUDER - FRAME SILL COVER ® 03 1'a E2 E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - FRAME JAMB (2 TRACK) d` .0 N Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGIEXTRUDER - 243 aI Q w y o E11.1 CGI-160 ALT. FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - �y 1.791 E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - .060 E13.1 CGI-162 ALT. FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - 1.620 £14 CGI-168 OUTER-TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - v 01 E15 CGI-170 POCKET HOOK 6063--T6 CGI EXTRUDER - c FRAME JAMB COVER E16 CGI-121 7/16" GLASS GLAZING BEAD 6063--T5 CGI EXTRUDER - �' ch E17 CGI-123 1" GLASS GLAZING BEAD 6063-75 CGI EXTRUDER - 5.951 ,080 1.620 V) E;8 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063--T6 CGI EXTRUDER - 1 .065 `� Orl Lu E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - - Q 0 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - 545 1-- E20 LL II 1.620 E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - 090-�tf� =cv o E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - i •• '� •Altry �p 0000•• E23 CGL-168A OUTER-TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - •� A �y ,;� • E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063--T6 CGI EXTRUDER - .625� •••• � Z A u°fi •• E25 CGI-184 2 & 3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - L` E26 CGI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - 0 FRAME JAMB (3 TRACK) ••��• c C) M �....� •••• 60 E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - U Q g •'•• 0000• • '`-'i 00000 E28 CGI-1028 FRAME HEAD 4 TRACK _ 6063-T6 CGI EXTRUDER - ••• • • �•�••� E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER -- •••••• E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - #° ?liK1C!k1,.*ibED • • • 0000•• MI CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - ftftfW9 with thefUrlds ; .'. • • m 0000•• M2 CGI-171C FIXED PANEL CIDP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL M�!#9 -(d 2 '•• • m o M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL Eipirtebe c M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. � -. , M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - cc V M12 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN - v O M13 TA-5I-PRS-150-C2SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK: M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 'SULLIVAN' DUAL LOCK SYSTEM BY OR INTERLOCK LOCATED AT M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO Ml 6A MAIN STILE AT 40" FROM BOTTOM o m m C M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3 4" PH a o / SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) > o o o M15A SGO-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4" PH ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) c_ m M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #IOX3/4" FH ZINC KEEPER (PART #SGD--507) (PART #SGD--507N) M17 SOD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - Engr:JAYAD AHMAO o s - CML `i � M18 SIA2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - FLA. PE A 7135921 «moi M19 SCS2000 SILPRUF SEALANT SILICONE G£ CAN. 35 $ b a M20 CGI--177 PANEL TOP & BOTTOM DUST PILE %IDOL SULLIVAN OR EQUIV. 4 PER PANEL f o q v v M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL, r drawing no. M22 CGI-175 SILL INTERLOCK PILE PAD VIOOL ULTRAFAS OR EQUIV. r frF I g S2 - X10 X 1 1/4" LG. PHL. PH. SMS. 5T/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER � YY I 0^31 r� �d L,IJ sheet 15 of 16 7.750 0 U .080 ra M O . .925 .857 1.250 / S2 ®Ic ` d a C-) E28 FRAME HEAD (4 TRACK) .0$0 2.600 6b N .753 / / Q M�e 3 [� 7.730- FRAME .730 FRAME SILL (4 TRACK) � 1 I .375 M FRAME TOP CORNER 0 a 4 TRACK SHOWN " O z O LL] 1.620 ri �• tow� �F 0000.. .. ' 9� .• • 1.620 '� • d ®u• 0. ...... ...0. Z 4-Li, .-. 0000.. 7.750 .•.• rn 00 p. _ ro,� . • 0000 v�1 a—"4!1 00000 1.620 0000• 0 X01• � 0 00:00• • v► � .• •. 000.00 0000• . • • • 0 .080 i • i 909000 S2 • • 6 • . .095 1.620 / �••• 1 Li •0600• -� 0 CKUUt1CT kt<i�Ibmb / as complying with the nori06 Li OE30 [iuiding Cods, °' °z z FRAME JAMB (4 TRACK) Aecepta»ee No ?7,{' r' Expiration Da2Z O a Engn JAVAD AHMAD o e CML FLA. PE f 70592 CAN. X38`.` , t eii m 1e drawing no. FRAME BOTTOM CORNER J f1 a W10-31 "' 4 TRACK SHOWN sheet 15.1 of16 0 s2 s2FM s2 I W I (L 13 0 0 / / e / 0 0 0 ; 0 ® 0�a W � LL .� M FAME TOP CORNER FRAME 70P CQRNER x � 3 TRACK SHOWN 2 TRACK SHOWN o n PANEL TOP/BOTTOM CORNE8 S N MITERED BEAD CORNER (TYPICAL) N M a � s o � g S2 cn M 0 0 (mew 11 •00i•0 • to as w • M ... �, ....•.. 0.000 Zd I Z J�- 'n • • •� N 0.0.0*006 00 1_! • • S2 ••.•. • S2 • • • • • 00.00• •• • M • • • ai ai / L• o r4 LR oFy y00 � rz 'az z $ a jp uo !n co c3 • O o 0 _PANEL TOP/80TTOM CQRNE$ cle a:>rt1*dw inori& SQUARE BEAD CORNER (OPTIONAL) � -C 7.1 ' £ngr: JAVADLANMAD p N . �6az,4'1 FIA. PE 70592 o M CA.N.7' 538' �3 FRAME BOTTOM CORNFR FRAME BOTTOM CORNER o 3 TRACK SHOWN 2 TRACK SHOWN r � '•s rs drawing no. LAB U i915 W l 0-31 1 sheet 16 of f 49" 48" 49 5 FLANGE WIDTH 0 BUCK WIDTH FLANGE WIDTH 04 o D.L. DPG. m w D.L. oPc. D.L. OPG. 1YPICAL ELEVATIONS 6" MAX. 18" MAX. i,! zw HEAD/SILL A A3 SHORTER U ft Al C8 Mq lib J CORNERS SIDES co VRVFp CU Mq 0 g Slp fs SR1iFp m W ANCHOR SPACING SHOWN HEREIN APPLICABLE N a z TO FLANGE AND FLUSH FRAMES. d ,^n o SEE .SHEET 1.1 FOR FIN FRAMES. 0 of It moil z �I I� M LL II I} II 11 � 11 II M It II II II cfl O II II 0wo0 II II kt II II fl qq D EI II tl II II I! V ��a 0 - IL------l---- 96" --_ L----- gJ N -- C3 II II n u ti a BUCK HEIGHT t !t / u n / u u n .� z D.L. OPG. w s Z a 11 +� d I I I I w n O JL__'�_11_-___ to = O _____iL_._'�_.lt ` = O _ IL-----11_____ O _- o> IBJ -Ir-----TI----- o� IF __ _ tl -_471 WIr----- �k----- x z� O J I I I I U J I i I I O J I I I I n OJ in A I I I I 7 A I I I I I I It pG ui !t 11 m II n n n si _ a w Xq � tt II S _ __ `_- ------LL---- g WU� 1l _ ___U _-- .�. co _-Ir- _-- T1 -- - zo --lt-------�1---- zc� --Ir---- " I 11 II ` OV! It OVf II II !1 II II 3 M II II -I fl I1 II II = II II II p U) 1! 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WITH OTHER MIAMI-DADE COUNTYi_ — _1 L — —J APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 4110 0 IN BETWEEN. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH� QAYLITE OPENINGS z z z o 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL F D.L.Q. HEIGHT = BUCK HEIGHT — 3.00” 101 WILL APPLY TO ENTIRE SYSTEM. x r r -- — — -1 x — — — — I I D.L.O. WIDTH = BUCK WIDTH - 3.00" MW" , zzZ LAM GLA S IPROQT ,Fz I I I S nMENTS CF THE FLORIDA BUILDING COD1 INJUD I I ,� INSULATING LAM.GLASS U CANE ZQNE__HVtl�). o LARGE MISSILE IMPACT a I _ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO,TRANSFER I i SMALL MISSILE IMPACT Q LOADS TO THE STRUCTURE. L J 69r:JAVADAHMAD _ 1 •g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL PRODUCT REVISED t' v EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - _ FLA. SE 538592 as complying with the Florida : Building Code a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AREOR LAR-GSE n SMALI MISSILE'' ACT Sb `,a Acreptanc6 No -0,121,0 a � ti '& NOT PART OF THIS APPROVAL. ARE NOT REQUIRE i : IN- iration Dale r ��3 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �t k By drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE . OCT � 2014 Miaml 46ProduciContro COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL' MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS € �J W1 0-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 1 of 6 N N BUCK WIDTH - 48 - 48N 11 N BUCK WIDTH BUCK WIDTH o D.L. OPG. S a D.L. OPG. D.L. OPG. TYPICAL ELEVATIONF. 6" MAX. t 6N MAX. z HEAD/SILL STRAIGHT -,a CU Mqk ls.. p' z - CORNERS SIDES U FO m W e O � F Z O U ,o D ® t �. FI It it li m� rl Ir O o ii �z II11 =-It -----�1-- =ir--- --�tt-- d� =tet==—----9 a R V9 8 II II II II to II 11 ® p, aa II II }I II II II 0 " ^C I, II 11 II I1 II 0 � kl 11 II II 11 II � .0 II L -- I�- ---11---- - kl ----�J}---- --- I!------ I--- - 9SN (JI IT— @_ 11 11 }E II II it BUCK WIDTH 11 11 11 II if I, II _ D.L. OPG. if 11Q xw 0. If - n co Z O U Jo ---JIInTjI -------�LiuIIi--------- U O I-----oc M -IT-------r,---- m II I o 11 II UCn JQD n n. /S� g o ,1 n CcG �j vi m I I I I m I I . 11 to 11 11 I I M l 11 ,I O,c�FO ---- ------tL---- Ow ----13_ __--u---- O� —-- ------u---- t0 -,� ---- it __ o ----,r----- i,---- a -IT-------1`1--- rr rr u r II II fn II II N 11 II 11 II II 0 M I I I I I I i 1 to I I I I I I 11 I I a 01 II II 11 It II It C3 (3 _-- ---��--- ---�IF z ci II it II II II II e w LL 11 11 kl/ II II G op 2 O ll II II�� II II O v ====-—41 =�1�-_=_ 11 �t �I li II li it I; U a I I I I 1 I m = 1==== ==== 82 `�z ON • M 0(h*-o ...�. YIN �.1 M ...... -t ..M to, ...i. FALSE MUNTINS N N 6N MAX. t 6"•MAX... z 2 ' (SURFACE APPLIED) - 16- MAX. 6 MAX. t 6� MAX. �-. � � . OPTIONAL STRAIGHT HEAD/SILL STRAIGHT CORNERS STRAKiFiT. w ?U_ - •••- SIDES . CORNERS SIDES Sits••• rn • +d o A 04 0 10 . .... FTN FRAMES •• • 0009 � Lyi 0 • In to (A N In N_ VI Ln a N0 is i N ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES y, o 0zzzz . z z z z � to o_ o v � � » � of o � � N N 4I OD Of N O A •� O O O .- O CamOOw O_ O 1 Engr: JAVAD AHMAD I e CIVIL PRODUCT REVISED FLA. P.LL # 70532 1s complying%vith the Florida o CA.N.\3538 38 Building Code � 3, s, Acceptanco No/4-0 J.n '- I. 'rAtt Date r By . Miam' )Ade Product Cantra�,. drawing no. 4CT��,44 201 • W10-02 sheet 1,j of 6 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF �W { U 04 FLANGE DINS. BUCK DIMS. ;GLASS TYPE `C`diCf GLASS TYPES 'D'&'D1' FLANGE DIMS. BACK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'D1' 4 1 o WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EM.(+) 1NT.(--) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24' 23' 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 30" 114" 29" 113" 80.0 80.0 80.0 80.0 L 0. a 36' 35" 80.0 80.0 80.0 80.0 36" 35" 73.0 73.0 80.0 80.0 a 42' 36„ 41' 35' 80.0 80.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 U 48" 47' 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 54" 53" 80.0 80.0 80.0 80.0 30' 120• 29" 119" 80.0 80.0 80.0 80.0 b E" 60' 59" 80.0 80.0 80.0 80.0 36" 35" 72.4 72.4 80.0 80.0 C .1 61" 60' 80.0 80.0 80.0 80.0 39" 38" 65.9 65.9 80.0 80.0 ®a-Q 8 24' 23' 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 NOTE.WIDTH WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED �rK 30" 29' 80.0 80.0 80.0 80.0 30" 121' 120" 29' 1%80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. G ?i 36" 35' 80.0 80.0 80.0 80.0 36' 3145' 72.3 72.3 80.0 80.0 � Z 42" 48■ 41' 47, 70.2 70.2 80.0 80.0 39" 38' 65.8 65.8 80.0 80.03 81 48" 47" 61.3 61.3 80.0 J 80.0 B W 2 54" 53' 61.3 61.3 80.0 80.0 I4" TYP. BUCK D1bdS Y2" TYP. 60" 59" 61.3 61.3 80.0 80.0 ^ 61' 60' 61.3 81.3 80.0 80.0 GN-LOAD CAPACITY PS 24" 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLAss TYPES 'C'k'Cf' GLASS TYPES 'D'&'Dl' FLANGE FRAME ^ N 30" 29' 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXE.(+) 1 NT.(-) v 36" 35" 80.0 80.0 _80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 FLANGE DIMS 1 0 42" 60' 41" 59° 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 to 48" 47' 61.3 61.3 80.0 80.0 37" 26' 25 36' " 80.0 80.0 80.0 80.0 BUCK DIMS Q: o 54" 53" 54.3 54.3 72.5 72.5 48" 47' 80.0 80.0 80.0 80.0 0 LLJ1' 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 61" 60" 48.8 48.8 65.1 65.1 61" 60' 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 ••�•� o EQUAL LEG FRAME M ,w ,� 30 29 80.0 80.0 80.0 80.0 26-1/2- 25-1/2" 80.0 80.0 80.0 80.0 • • • .- �y co ••••• •. • •. M t • 36" 35" 80.0 80.0 80.0 80.0 37" 36' 80.0 80.0 80.0 80.0soon** Q .� M • 1 • " " • " e 38-3/8 37-3/8 , z C�tF•� � ..••• 42 41 70.2 70.2 80.0 80.0 48" 47' 77.1 77.1 80.0 80.0 •.•%• 72' 71 BUCK DIMS 7•z ti . 48" 47' 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 ••••. N ® p ••••• 54" 53" 54.3 54.3 72.5 72.5 61" 60' 77.1 77.1 80.0 80.0 •••• w_ Q .•.. 60" 59" 48.8 48.8 65.1 65.1 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 ••i••i 0 P •i..• .• cn •W-m 61" 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 •••• 24" 23" .' 80.0 80.0 80.0 80.0 37 36" FIN FRAME 80.0 80.0 80.0 80.0 : • • . 30" 29" 80.0 80.0 80.0 80.0 48' 50--5/8' 47' 61.3 61.3 80.0 80.0 • • es: • 49-5/8" • • • • 36' 35" 78.2 78.2 80.0 u80.0 53-1/8' 52-1/8" 58.0 58.0 77.4 77.4 BUCK DIMS .. • k ...• • 42" ' 41" „ 70.0 70.0 80.0 80.0 61" 60" 58.0 58.0 77.4 77.4 r' 8483y 0 LA 48" 47" 61.3 61.3 80.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 g $ 54' 53' 54.3 54.3 72.5 72.5 93-3/4' 92-3/4" 58.0 515.0 76.5 76.5 FLANGE ADAPTOR FRAME 56" 55' 52.4 52.4 69.$ 69.8 19-1/B" 18-1/8" 80.0 80.0 80.0 80.0 •' 24" 23" 80.0 80.0 80.0 80.0 26-1/2" 25--1/2' 80.0 80.0 80A 80.0 FLANGE DIMS `I v z z 's z 30" 29" 80.0 80.0 80.0 80.0 37" 36' 62' 80.0 80.0 80.0 80.0 36" 97" 35" 96' 75.6 75.6 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 o o .r 42' 41' 65.2 65.2 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 NOTE: a 48' 47" 60.6 60.6 80.0 80.0 61" 60" 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o g o g 49' 48' 59.6 59.6 80.0 80.0 X75-1 " 74-1/4' 6.5 61.9 61.9 BASED ON ASTM £1300-09 (3 SEC. GUSTS) � o < m o a w 24" 23" 80.0 80.0 80.0 80.0 19-t/8' 18-1/8" 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION c-_-----� 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 DECLARATORY STATEMENT DCA05-DEC--219 0 36" 102" 35' 101" 74.6 74.6 80.0 80.0 37" 36" 78.9 78.9 80.0 80.0 Engr. JaVAD AHMAD PRODUCT REVISED � 42" 41" 65.7 65.7 80.0 80.0 48" 76' 47' 75" 61.3 61.3 80.0 80.0 CML as complying with the FloridaFLA PE 1 38 Building Code o 46" 45" 59.3 59.3 80.0 80.0 53-1 8" 52-1 8" 55.3 55.3 73.7 �4.Olbe CACI. •3538 / / r' Acceptance No L- ® v a 24" 23' 80.0 80.0 80.0 80.0 61" 60' 48.0 48.0 64.0 - rat[onDate Qffi u 30" 29' 80.0 80.0 80.0 80.0 By 4. y 36' 108' 35" 107" 73.8 73.8 80.0 80.0 s Mi DttdeProduct'C ttra- drawing no. ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 `l . •f ,� 42' 41' 62.4 62.4 80.0 80.0 '' W1 0-02 0 44" 43" 59.1 59.1 80.0 80.0 LdT / 2014 j sheet 2 of 6 U r 3/16--ANN. GLASS 3/16." HEAT STREN'D GLASS a •.075"- 'Saflex CP--Saflex and Saflex HP .675" 'Saftex GP—Saflex and Saflex HP a Composites Glass interloyers With PET Core' CQmposites'.Gloss Interloyers With PET Core' „ by.'Eastman Chemical Co.' by `Eastman-Chemical Co.' --I Or Or C .090". 'Saftex Clear and Color Glass lnetrtayers' .090" 'Soflex Clear and Color Gloss Inetrloyers' a_ by 'Eastman Chemical Co. by '•Eastman.Chemical Co.' o Or Or 0 .090" 'DuPont SentryGlas Interlayer .090" 'DuPont SentryGlas Interlayer t] by E.I. DuPont DeNemours & Co. by E.I. DuPont DeNemours & Co. ® a 3/16"" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS `{ 4 CY ir dw () SILICONE SILICONE Q dl 1.0 GE 1200 w GE 1200 it DOW CORNING 899 M DOW CORNING 899 C g N III DOW CORNING 995 N III DOW CORNING 995 Z N l v E3 if 11 11 1 II II M it II M E3 II 11 Q W � II 11 II II I I I I • II li II II � (N N 0 0 a, W AT 1/4"POINTS ON LITES W F tits M5 AT 1/4 POINTS ON LITES M W WIDER THAN 36" X WIDER THAN 36" °,n' W � GLASS TYPE 'C' GLASS TYPE `D' to 7/16" OVERALL-LAM. GLASS -7/16" OVERALL LAM. GLASS p W (L.M.I. & S.M,I.) +� p 3/16" ANN. GLASS 3/16" HEAT STREW D GLASS • � • o V/ u7~ 01 ••••• .075" 'Saflex CP—Saflex and Saftex HP ".075" 'Soflex CP—Saflex and Soflex HP •••••• Q� M '• Cbmposites•Glass. Interloyers•With PET Core' -Composites Glass Interiayers With PET Core' .,,:00 Z p � 3/8" AIR.SPACE bby�. 'Eastman Chemical Co.' 3/8-" AIR SPACE by •`Eastman Chemical Co. i 00 Z .060 • a • .090" '-Saflex Clear and .Color Glass Inetrloyers' .090" 'Saflex Clear Qnd Color Glass Inetrloyers "'• N p ••.. 3/16" HEAT-STREN'0 GLASS by `Eastman Chemical Co.' by 'Eastman Chemical Co.' ... ••+ �'I Q • • Or 3/16" HEAT STREN'D GLASS Or ••'••' w •�• `g kms' 090" 'DuPont SentryGlas Interlayer' .090" `DuPont SentryGlas Interlayer' •.. • �' "':' by E;l. DuPont DeNemours. & Co. by E.I. DuPont DeNemours & Co. • • • • SILICONE ' • •,:• 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 GE4DOW 120RNING 99S'•: •••: SILICONE z m a I CORNING 995SILICONE F i rGE 1200GE 1200 II II ' LA 0 ca DOW CORNING 899 II nm OOW CORNING 899 M IIDOW CORNING 995 z °— V N II DOW CORNING 99S I 1 m zW � Q I� M4 IUIk II Zi a 0 o a t) feO z z n 11 II li I1. Il II " E4II- I I I I E4 II'.—II II SILICONE LPa GE 1200 in o o a DOW CORNING 899 c � g DOW CORNING 9952 o M N N 0 0 ? rap o W W OPTIONAL GLAZING DETAIL < U 6 w M5 AT 1/4 PO NTS ALL SIZES E-, M5 AT 1 4 PO NTS ALL SIZES X / GLASS TYPES 'Cl' & '111' W SS TYT'E W CLASS TYPE '111' En r. JAVAD AHMltDo PRODLICI'RCVISED T OVERALLIWSUI .LAMS `GtASSI 1" OVERALL INSUL. LAM. GLASS CIVIL as complying With flee I Ioridtt (L.M.I. ONLY) 6.PN 35592 Building Cade a� Acceptance No D r,r Lxpirntion Date a $ u AZ, drawing no. one Praduct Cotttfet•- IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING {� 16.2014 W10-O2 EXTERIOR PLY OF GLASS TYPES 'Cl' & Di MUST BE TEMPERED. 4 sheet 3 of 6 1YPICA DISTANC�1 T EAD 'SILL OR . 1M95 #'c 3000 t MIN. j TYPICAL INSTALLATION DETAILS INTO CRETE AND MASONRY Z-172�+i(M1� C-90 HOLLOWf EILLEQ BLOCKn .JAMBS f'm flfli�li� ) o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO W6t3D :STRucTuRE� MIN, (INTO WEAL STRUCTURE: 73 4 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METALp WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 90 1/4" MAX. FLANGE FLANGE FLANGETYPICAL£LEV ANCHORS FLANGE SHIMS b EP 28Y WOOD BUCK FOR SPACINGMEIN 0 II I I OR STRUCTURE I I WOOD STRUCTURE TYPICAL ANCHORS o ® Q 4 14 E3 I I II S££ ELEV. ° TYPICAL ANCHORS 0 4 L4M2 FOR SPACING v M2 SEE ELEV. II I� US II II _ ° FOR SPACING E, , _ a - - all °. -71 — I S2 MIN.• v= g v TYPICAL ANCHORS E3 it II H2 \ I SEE ELEV. " 1$Y FOR SPACING I� I� a o 4m WOOD BUCK o. •, ES E3 z N .. >n C) o 8 Q � v 1/4" MAX. � .• EQUAL LEG EQUAL LEG EQUAL LEG EQUAL E2 EQUAL LEG � �� m '°G Q v.Q •••••• M 994M � ••i• OR WOOD BUCK ° M2 METALSTRUCTURE •••:•• iii 0 � n- .0.: WOOD STRUCTURE C 1 •••• • II TYPICAL ANCHORS um • SEE ELEV. M2 — — FOR SPACING • •• • HiQ • • ••• • E2 = • • • • 94 = E2 - • • II TYPICAL ANCHORS' o M3 $2 SEE ELEV. FOR SPACING � ° S �—^ '� �YY' rn I I O TYPICAL PACHORS E3 I j l I TYPICAL ANCHORS u SEE ELEV` it II SEP ELEV. o v a a a 1 By FOR SPACING V. — WOOD BUCK FOR SPACING °� z z z z - � � e•i di ao o .-= WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ° m r H o h ogia .- o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` 0 a m o 01W TYPICAL ANC R SEE ELEV. FOR SPACING #� SMS OR SEL DRIL ING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. DIA. TAM: (Fu 120 KSI, Fy=92 KSI) INTO METAL STRUCTURES o DIA. U tBY ELCb "Fa�177 KSL t S t<St STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) Engr: JAVAD AHPdAO c L7�pCO ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) CML rttonuc"!'REVISED ; (INTO 2BY WOOD BUCKS OR WOOD STRUCTUR FLA.."PE 20592 fts c0nlplying with the Flmida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C.A.N. 3538 Building Cade , o 1 1/2" MIN PENETRATION INTO WOOD Acceptance No RU 1 BYIJCKS INTO CONC. 0R MASONRY SMS OR SELF DRILLING SCR GRADE 2 CRS t?xpirttticm Date ) S v j- 9-1 4 <. IN EMBED INT-�• CNC. ;OR MASONRY ( MIAMI—D AUNTY APPROVE=MULLIONS MITI " Sy drawing no. r4 i A4iam'' ado Product Control�, W',SHIM SPACE : �( 6 DIRECTLY-INTO CONC. O�z MSaNR� ' � � ti,.� W10-02 'MIN.,'EMBED IN v CONC. OR MASONRY sheet 4 of 6 is TYPICAL INSTALLATION- DETAILS � o THESE DETAILS ARE 'TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL C WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRICTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE 'ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS_ 1/4" MAX. a ei a I II 28Y WOOD BUCK FOR SPACING SHIMS SEE ELEV. o L Q Q I OR METAL WOOD STRUCTURE TYPICAL SANCHORS r o STRUCTURE O NNN B3 E3 I , M2 A3 FOR SPACING v,Q ' M2 TYPICAL ANCHORS ELEVLL z N I I) S2 = I ;t N ° FOR SPACING C3 '' • E2 E604 77- vI I S2 MIN., v.a TYPICAL At1CHORS 11 I M2 ° y rn I SEE ELEV. 1 BY FOR SPACING I to WOOD BUCK E6 E2 E3 Q o. x .Q W a: dfb w 2 3 8 MIN. 1/4" MAX. BUCK HEIGHT 1/4" MAX. i ••� � •••� t' •••�• / " GAP GAP •• • �•+ o • F C> WOOD STRUCTURE 1/2" MIN. 1/2" MIN. 0000' � ��M M • NOT BY CGI ••••• z .0 ••••� _ 0000 z z JLL, ... . 2 3/13" MIN: FIN FRAME M2 BACKBED •••.• �' • +b a •.. • O •••• ` CAULKING•�•••• 5Q •• iV �\ I • • to V: t ••:• TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I • 0. #8 SMS (GRADE 2 CRS) • • • • ---- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES __- - -_- - - - - _ r. U WHEN USED THE MIN. WOOD 1-1/4" MIN. PEN>rTRATION'INTO WOODE1 t - - - - -- - - A � BUCK DEPTH SHALL BE 2%". LA `A La " oN THE 'USE OF DEEPER OR ° F_ is ir- to ta w P BEVELED WOODBUCKS IS W PERMITTED. HOUSE WRAP ES E3 EXTERIOR ° a NOT BY CGI � w' aooa z z z BUCK WIDTH WIDTH ---- BUCK 1NlOTH Y ---------- —----- MIAMI-DADE-COUNTY I I MIAMI-DARE COUNTY APPROVED •ut uS ai c3 o n APPROVED MULLION 11 MULLION & MULLION ANCHORS 1 > a o 0 0 I I & MULLION ANCHORS I', SEE*SEPARATE NOA ,I o a m v o w II 11 -SEE SEPARATE NOA -I 1- t I o — I I! ----------- - --__---�-1 Fngr: JAAD AHMAD PRODUCTREVISE D — — — — — — I CML as complying with the FImida fit FLA. PE f 70582 Building Code o 1 I C.". 35311 Acceptance No *�J s� o D a Ex 'mt1ott Date — TYPICAL ANCHORS t .{ I3 SEE ELEV. Y FOR SPACING Miami l ado Product C nlr drawing no. L ,AQC , w1.0-02 #14 X 1" SMS. rsheet 5 of 6 R.505 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS N E1• -CGI-118 4/- WOW.' FLANGE-FRAME 6063-T6 - o - .068 E2 CGI=119 4/. WOW. FLUSH FRAME/FIN FRAME 6063--T6 - I E3 CGI-•121 4/ WOW: GLAZING-BEAD (LAM. GLASS) 6063-T6 - W LU-1 6 1.995 812 E4 •-CGI-123 4/•WOW. '.GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - •995 .065 E5 CGI-110 4/ WDW. NAIL AN ADAPTOR 6063-T6 - C TYP. E6 CGI-109 4/ WOW. FRONT FLANGE ADAPTOR .6063-T6 - a 0 M1 CGI-382V AS REOD. GLAZING BULB VINYL PVC. OUROMETER 75-80 SHORE A 1.335 M2 • CGI-124 AS REOD. SCREW COVER- OPTIONAL PVC - LL •M3 CGI-112 AS REOD. FLUSH FRAME COVER PVC C E1 -FLANGE FRAME M4 - OPTIONAL: GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - O 0. C g MS _ 2/ LITE SETTING BLOCKS fPOAi DUROAtETER 8515 SHORE A H 2.505 .068 S2 1#10 X 1-1/4"1 2/-CORNERI ASSEMBLY SCREW PHIL, PH SMS ST/ST 3 0 LLzN 812 . 1 co g 1.495 a W 995 .065 �-------—� TYP. 1.335 "I a E2 FLUSH FRAME/FIN FRAME o -a{ .675 I 3 kn 1 � ® O w .995 TMPD •975 1 A 0 • _WELDED JOINT 0000 : •�•� 0000• AT ENDS '-T N o •• 1.184 ••••s. M ."•t- . •..i• • •••••• E3 GLAZING..BEAD (LAM. GLASS) Ogg -Z•••• z ; •••• 00.00• t'' • . s • •••� M •.•• 120 •. •• r :�•.•: � O 0000 995 .050 1.000 ,i25 • • 0000 TYP. � • •. • • • • 0000 • 1.184 _ o 500 2 M4 8 $ 0 v, E4 GLAZING 13EAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR. WINDOWS $ so so 0 00c00i F_ 0 N ic- -1.130 �065 RECT. OR SQUARE WINDOWS v z; '� 0 0 1.45010 .180 m0zz n 1.550 1.680 —� TYP. CORNER DETAILS 0 0 a 550 .050 .Y— O .050 O O O O E5 NAIL FIN ADAPTER Es FLANGE ADAPTOR ; En9r• JAVAD AHMAD .<0DUCI'REVISED , CML ss c0m*i"S with the Florida FLA. P 1 70592 Building Code 0 1.395 1.119 C.A. ; 3538 f\ccepta ice No 'j) j� a 18d Pxpiratiou Date �p .� --1.180 291 '� .050r-7 050 065 1.081M181i Dade Product onlFel� drawing no. 0,Qv ,bS 2014 10-02 M3 FLUSH FRAME COVER M2 SCREW COVER sheet 6*of 611 TYPICAL ELEVATIO110" FLANGE WIDTH 1 BUCK WIDTH Fic �'u o r 6" 26 5/8" 5 1/2" 26 5/8" I 0 10 MAX. MAX. MAX. 10" MAX MAX. � in HEAD/SILL MTG. STILESTHEAD/SILL HEAD/SELL FdTG. STILES }{EAp/S1LL CD W Zmr. � a o 71 5" - oa U ^ I I I 1 IL IL N tnO ®w � U E n F it F E1 It F �i F G t 6 �I 6 II 6!Eo N / if / Q�U� O ^ S M 7 R w \ \ '1�f 0 dl 0 W z in 4 i co ^ in ,} W LO O II 0 to a .0 Q –Jl ----- –__� = m -----JI --- -- ---- II 2: --n ---- _ – j' ----- ----- ---_-- ___ j 11 II � itl ei�' h 7 rn to I FALSE MUNTINS " FALSE MUNTINS (SURFACE APPLIED) 32 7/8 32 7/8" ADDL. ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" /AT L. ANCHORS ^ OPTIONAL AT CENTER OF LITES & MTG. STILESca 'D-'•' `l D.L. OPG. D.L. OPG. OPTIONAL D.L. OPG. D.L. OPG. CENTER OF LUES & MTG. STILES z .�r�'j ••• AT HEAD/SILL AT HEAD/SILL • • r 36 3/8" SEE NOTE (*) ON SHEET 2 36 3/8" SEE NOTE (*) ON SHEET 2�•• ' Q•k ' VENT WIDTH VENT WIDTH ••"'• a •'•GI � " •• •.rir• i �• •r•ri FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME w N • '....' N M 110 •�..� 0.a. .... 170" •rrr.r Eii lrI4 •oe:* BUCK WIDTH •..r.r Z Z Z 5 1/2" 13 5/16" s m r••:• • � • yr MAX. 5" MAX. MAX. oo3 RE r•••• HEAD/SILL MTG. STILES 5" MAX. rrs• O 9 08 t IE_ NTNEL HEAD/SILL MTG. STILES __ • ,UMINUM HOLRIZONITAL2 LIDING IYINDW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCT REVISED �i tl CHARTS SHOWN ON SHEET 3. as complying Keith the Fbsida 11 Building Code _��. e N N E2 F jj F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS AcceptanceAo � g o 8 6 Il 6 EXI 7ration Date ____ _ _ ___ ___ _x _ __ ♦ OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI–DADE COUNTY ' – – -- — �� APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS BY aNi a g a f 4 w m j� •/ IN BETWEEN. Mita adoProtlucttA z > N r ^ = M n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ' o y o0 I— inZ to o 0 II < { VV WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS �,p INSULATING LAM. GLASS 2 o a – – --- 1, (TH�S�i� tOCT_ BEEN DESIGNED ANO TEfT_QQMP_ ii 11 (REQUIREF;iEtgS OF THE FCOMDA—BULDING CODE INCLUDING HIGH VEL41Ci LARGE MISSILE IMPACT > o (AWRti"CANS t z [SMALL MISSILE IMPACT B2 ij WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o 8 LOADS TO THE STRUCTURE. En9r. JAVAD A141dAD F � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.qPN t5 8592 FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) 32 7/8" 32 7/8" NOT PART OF THIS APPROVAL. �t T OPTIONAL D.L. OPG. D.L. OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 36 3/8" drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �� 7 VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. f / sheet 1 of 11 DESIGN LOAM CAPACYI'Y PS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 0 1 (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) o FLANGE DIMS. BUCK DIMS. GLASS'TYFES 'A' `A GLASS TYPES 'B'&'Bl' FLANGE DIMS. BUCK DIMS. GLASS TYPBS WWAI'l GLASS TYPES 'B'&'BI' FLANGE DIMS. BUCK DINTS. GLASS TYPES 'A'&'Al' GLASS TYPES WIDTH HEIGHT WIDTH HEIGHT £XT.(+) INT.(--) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z J 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 37" 26„ 36" 25" 65.0 65.0 80.0 90.0 106-1/4" 26' 105-1/4" 25" 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4' 25" 65.0 65.0 80.0 90.0 a- 53-1 /8' 52-1/8" 65.0 65.0 80.0 90.0 ill" 110" 65.0 65.0 80.0 90.0 ill' 110" 65.0 65.0 80.0 90.0 o � U 74' 1 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 d 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 C ti 37' 3$-3 " 36" 37-3/8" 65.0 65.0 80.0 90.0 ill" 110" 65.0 65.0 80.0 90.0 1 11" 11 D" 65.0 65.0 80.0 90.0 t g 53-1 52-1/8" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74' 50-5/8" 73' 49--5/8° 1 65.0 65.0 80.0 90.0 G tMi 74" 73" 1 65.0 65.0 80.0 90.0 106--1/4' 50-5/8" 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 74' 63' 73' 62" 65.0 1 65.0 80.0 90.0 Q' M g 26-1/2- 215-1/2" 65.0 65.0 80.0 90.0 ill" 110' 1 65.0 65.0 80.0 90.0 1 0 h L1 cQ 37" 50-5/8' 36" 49-5/8" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 106-1/4' 63" 105-1/4" 62" 61.6 61.6 78.2 78.2 3in �I• z to- 74' 73' 65.0 65.0 80.0 90.0 ill" 110' 60.0 60.0 76.4 76.4 r ., 26-1/2" 25-1/2" 65.0 65.080.0 90.0 106-1/4' 63" 105-1/4' 62° - - 80.0 90.0 'k Q w 37' " 36" 62' 65.0 65.0 80.0 90.0 111" 110' -- - 80.0 90.0 'I` 53-1/8- 52-1/8" 65.0 65.0 80.0 90.0 74" 73' 60.2 60.2 74.3 74.3 rn to 74° 63' 1 73 r 62" - - 80.0 90.0 �. � I ADDL. ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. a oL-3 M oLij o � (1/2111) (1/2W) (1/3W) (1/3W) ii ii G �iJi ii (1/3W) (=/!4JfY} {t/!2iW) (i/!i4W) 1'� 0 C o M • • z �GE� .� ••Goes OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH G••• �: •6 •00000 006iG 0 Q ' X X ' O ' XOX' e 0 'XO 0X' •000• V og �00•e0 • •6.0• •Gee• o • • • • • � 0.600 •6e•• raU • • • Lazy •f. G X" TYp• BUCK DINTS X* TYp. BUCK DIMS BUCK DIMS a 4/ • •""' do 0 0• p • •0060• e 6 PRODUCT REVISED as complying with the Florida Building Code ar"i a o a Acceptance Ito -0 �• z aml FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME ff Acceptance Nfo FLANGE DIMS FLANGE DIPAS .O- MI Dade Prodttcl Co a o 0 0 0 4 H = a m o FLANGE & FLANGE ADAPTOR FRAME E5 E21 0 ~' EQUAL LEG FRAME Engr: JAVA9 APs'1.lAD CML FLA. PE f 70592(IA STD. MTG. RAIL: H.D. MTG, RAIL: N. 3538 a a LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: v -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION J Z 00 W10-18 } DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) o BUCK DIMS. GLASS TYPES 'A'&'Ai' GLASS TYPES 'B'&'BI' BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'BI' BUCK DIMS. GLASS TYPES 'A'&'A1' GLASS TYPES '$'&'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IMT.(-) WIDTH HEIGHT EXT.(+) INF.(-) EXT.(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z J 25-1/2" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 0 ` 36" 25" 65.0 65.0 80.0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0_ a 52-1/8' 65.0 65.0 80.0 80.0 110" 1 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 0 6 0 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 d 9 U 25--1/2" 65.0 65.0 80.0 80.0 105-11/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 C 4 36' IL 37-3/8' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 11 Q" 65.0 65.0 80.0 80.0 0 td 52-1/8" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73" 49-5/8" 65.0 65.0 80.0 80.0 v G ems�ry{ 73' 65.0 65.0 80.0 1 80.0 105-1/4* 49-5/8" 65.0 65.0 80.0 80.0 73' 62' 65.0 65.0 80.0 80.0 0 M 25--1/2' 65.0 65.0 80.0 80.0 110" 1 1 65.0 65.0 80.0 80.0 0 0. Q 36' tZ 49-5/8° 65.0 65A 80.0 80.0 73" S5A 65.0 80.0 80.0 N 005 Q cq 52-01 65.0 65.0 80.0 80.0 105-1/4* 62' 61.6 61.6 80.0 80.0 z 73' 65.0 55.0 80.0 80.0 110" 60.0 60.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 Q 36" 62" 65.0 65.0 80.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 73" 60.2 60.2 80.0 80.0 in M sI M Lo rn ) � n [(I/2w) (1/3 0/3w) (1/3W} (1/4W) (1/2W) (1/4W) o .oM. 3: o N LO In OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH �'�'�' A dZ'31•A.'n ...... LL .. 0 OR OX 'XOX' 'XOX' •..• `� S� ••,o to 0 • •�M a I 14 •..• S3 y �Q J • • . •...• • •s... BUCK DIMS •• •• • ••...• • • o • • W m � • • •� 1'n m • � FIN FRAME P • OO a z ZIMI U o o PRODUC'T12FVISED � 81128 as complying with the Florida i 101 ¢ ou a Building Code X OTS cy FIN FRAME AccepGuu$No ES E21 5 Ex iration Datef / o 0 Engr. JAVAD AHMAO Mien {Dade PraciucBY t Cantrol�d CML o FLA. PE # 70592 STD. MTG. RAIL: H.D. MTG. RAIL: CAN. 3538 � a5; L�l LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) draaring no. AND FLORIDA BUILDING COMMISSION W1 O_1 $ DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 1/8' ANN. GLASS U / 1/8" HEAT STREN'D GLASS M l 1 Q 075 Interlayer 075" Interloyer Saflex CP With PET Core Saflex CP With PET Core z to By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ® z 090' Interloyer .090" Interloyer �°" I Soflex Clear And Color Gloss Saflex Clear And Color Glass 2 g By Eastman Chemical Co. 13y 'Eastman Chemical Co.' ®9O g 8 .090" Interlayer .090" Interlayer L DuPont SentryGlos DuPont SentryGlas 0.I0. By '1:.1. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' Q a d 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Cl of j SILICONE ® d Q z GE `1200 SILICONE 4 z m GE 1200 ® C g DOW CORNING 899 g DOW CORNING 899 iv b11 i' DOW CORNING 995 , M1 DOW CORNING 995 � vj �I'■■ •n Q W � a O O E8pZ ES N CA a W �. in to M7 AT 1/4 POINTS ON LITE$ AT 1/4 POINTS ON LITES I M WIDER THAN 36" i� �' WIDER THAN 36" `J a LAMS TYPE `A' GLASS TYPE 'B' tY o 16 NOMMIAL LAM. G 5/16" NOMINAL LAM. GLASS O W 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS N � 0 S– 0 al 075" Interloyer N � N r) w ; aY 075" Interlayer O••44P M Saflex CP With PET Cora Soflex CP With PET Core elm By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ; . d �Z Ln •••••• 090" Interloyer .090" Int erla er �� •� •' 1/4" AIR SPACE Saflex Clear And Color Glass 1/4" AIR SPACE Soflex Clear Md Color Glass ":' ' ••••:• By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' d _j `� �: 1/8" ANN. GLASS 090" Interloyer 1 8" HEAT STREN'D GLASS .. Y / .090" Interloyer • ••• —� — • DuPont SentryGlos DuPont SentryGlas s•••. By '£.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' �: ; a9:66 1/8" ANN. GLASS 1/8- HEAT STREN'D GLASS ,•• • b W • • SILICONE SILICONE '•,' tet" y o s•..•; z M GE 1200 g m GE 1200 D 0 �' �' • rte„ DOW CORNING 899 DOW CORNING 899 c`t1 Mi i d OW CORNING 995 iv M1 .I DOW CORNING 995 y , U U a z o II II I I I 0 a o of O ►, d o W W/r W E9 M7 AT 1/4 POINTS ALL SIZES W 6A7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' AIR SPACE CONSISTING OF: Engn JAVAO AHMAO 0.70" OVERALL IN$UL, LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS c GLASS-TYPE 'Al' � A SPACER PRODUCT RGVISED R+' CML METAL SPACER AROUND PLA. PE70592 as complying with the Florida o � THE PERIMETER OF THE GLASS. C.A.N. 3538 Buildins Code Acceptance No/4,0115.07o NOTE: Lrx iratian Date _ G1 Li 0 v IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By '' f odProdCc► rat drawing no. EXTERIOR PLY OF GLASS TYPES 'Al' & `8Miant' e uct uL A 3' MUST BE TEMPERED. q 2 {� drawing JU� y '�� W10-1 sheet 4 of 1 t TYPICAL ANCHORS METAL FLANGE & FLANGE ADAPTOR FRAME V) SEE ELEV. r 1 B FOR SPACING STRUCTURE o 1100D BUCK ¢ I TYPICAL ANCHORS x a r o a d : SEE ELEV. ----------- FOR ao 3 " 4 a' a o .6 4 EDGE DIST:' SPACING ---------------------�� Z h J a 4.• a, e. a s a•, o t 1 MIAMI—DADE COUNTY APPROVED 1 1 0 EDGE D15T. d v=i o ¢ 1 MULLION & MULLION ANCHORS I P ! p I SEE SEPARATE NOA ! Q ct a I ! �7 a o IST. I 04 I EDGE DIST. 1 O, t7 U I I i �, o � h u. I � WI -11 E7 p IL Q a I r r TYPICAL ANCHORS 9�0 i TYPICAL ANCHORS SEE ELEV. SEE FOR SPACING FOR SPACING z �{fit II I 2 3/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 'i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tn TYPICAL .ANCHQRS: 2-3/8' MIN. to q II p V) II II A DW;TAPCON BY ITW gig:=- 20 test Of i MUM ((Fu=i77 KSt. Fid c W (INTO 28Y WOOD BUCKS OR WOOD STRUCTURES CL 0 o I n ___�, —3 .2 MM{. PENETRATION INTO WOOD z o�jT d I c� I THRU Il3YaCtC5�;lftlt_ ON1C. OR-MASONRY �� n w YIFiEN USED THE MINA Y100D BUCK o � CV t'• T I I z �► I I x OEM SHALL BE 2�. THE USE OF 1-1 .4�_- F O =NC. OR MASONRY N v DEEPER OR BEVELED WOOD8UCKS IS 0 PERMITTED. DIRECTLY INTO MASONRY d Z Z , in If CONC. OR MASONRY § 0_ 0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �•o`—t r II ^ W I it INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.3�0.905'� •• ••':' INTO METAL STRUCTURES 000:0 •.•;• r I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 96060: II II If It ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) •••••0 ••••' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 •, • • _ 0000 II It I II ••:••: _ �� •••• ••••• Al II 1 (TYPICAL EDGE DISTANC E7 I h • •••••• • Ai INTO CONCRETE AND��2Y' 2-1 _2 o le 09:0 INTO WOOD STRUCTUR 1- -R we 9 z M9 NTO',METAL'STRUCTURE `= 3 4 MIN; •• •••• Ia � WOOD AT HEAD, SELL OR JAMBS SG a 0,55 MIN. ' CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 0 0 0 o I 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. �' o 2 2i cam v ! t Engr: JgVAO AHMAD PRODUCT REVISED Ri ' CML as complying with the Florida a FIA PE #70592 as C.A.V. 538 Building Code ,f.� , Acceptance No /4 7 " 13a iration[3ateJ�j u '• EDGE IST. `* :v Q . . a 4 Z o IN By C � o g 's drowin no. SEE ELEV. v TYPICAL ANCHORS^ 4 j ! TYPICAL ANCHORS T ? Mimi Da a Product C ntr W10-18 9 WOOD BUCK I FOR SP CING ,Q � d SEE ELEV.I FOR SPACING N �� sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME 1/4" MAx. BUCK WIDTH 1/4" MAX, o SHIMS SHIMS VENT WIDTH VENT WIDTH Z TYPICALANCHORS EE. FLANGE ADAPTOR FRAME 0 °f FOR SPACING 1/2" TYP. p o ° V0 U IL wA 0 C Q • 9. _- - - - -. 2 WOOD B K --SCREENS OPTIONAL — — — — R o WOOD STRUCTUR �+ 0 c� �+. 16Y 2 20 r �;� .. WOOD BUCKS Q so o XOX LAYOUT EXTERIOR TYPICAL ANCHORS tt! D.L. OPG. SEE ELEV. FOR SPACING 2 a MIAMI—DADE COUNTY ` CD APPROVED MULLION to St MULLION ANCHORS A I SEE SEPARATE NOA un BUCK WIDTH BUCK WIDTH N ( � ) ALTERNATE E3 iv W in � O z v O LLJ �. SWEEP LOCK OPTIONAL TO d 1 t 1 t 21 SPRING LOCK t It � =N a �� t I � (n �I-, rn tl O rn C) 3g: � II i i d ZZ� i o 0 L MJ '—'.—.._......_. ._.._.•_. � (�.�.� � sees• • • Ez sees•• s • sees• E4 •••:•• ' se : TYPICAL ANCHORS es sees SEE ELEV FOR SPACING • e ••••• 1/4' MAX. B 0 to .... BUCK WIDTH 1/4 MAX, a SHIM FIM � SHIMS ••••• 1f \ •••••• o • VENT WIDTH • • • '" r • • TYPICAL ANCHORS O ••e•• • SEE ELEV. 3 4 G TYPICAL ANCHORS 2 •••• � � � FOR SPACING 1 SEE ELEV. FOR SPACING c lull _ r o 1 /4" y g i; �_ INTALLATION DETAILS SHOWN ON PAGES 5 °� AND 6 APPLY TO BOTH FLANGE FRAME AND < m METALzf STRUCTURETURE ii FLANGE ADAPTOR FRAMES. II o P W WE =_-- — _ Engr: JAVAD AHMAD i M — — —SCREENS OPTIONAL -- --•• _— —_ — _ Ei,C i ANCHORS METAL TURE EQUAL LE G FRAME �mu 0 1 BY FOR SPACING WOOD BUCK- 1 TYPICAL ANCHORS ----------------- EDGE ___ _______ _______ o d 4:-• \ SEE ELEV. m fir—------------------l� e °4 n3 a' °` a. 4° d EOG DIST. FOR SPACING 1` MIAMI—pADE COUNTY APPROVED j Z . d 4 - °• g a 1 1 MULLION & MULLION ANCHORS I Q 4� . = 3 N DGE = II SEE SEPARATE NOA jI "" N \ to EOG DIST. m o T. \ cn (1 EDGE 1 I H a. r 11 DIST. a 2 U L�—=-------- 4 — ----�J R, 1 �1 A A2 Al � 0 C c4 £7 It TYPICAL ANCHORS O IL Q Q SEE E TYPICAL ANCHORS SEE ELEV. ® ai{h•Q t ,IFOSPACING R I FOR SPACING d � .0 � 'I 't EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY � INTO WOOD, CONCRETE OR METAL STRUCTURES a a l l TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ELEV. IF I' FOR SPACING t q 2 3/8" MIN. a 1/4' MAX. BUCK WIDTH SHIMS At \ i i M 2 El tl d Al \ z Li O M 2-3/8" MIN. '; i 1 1/4'9 0 w �. 3 �a — — __ �� • • _ ••3it11 • W I 1 � p•• •••••• � Q � OMf • • W u I _.._. _.,_.._.._.._.._,._.._.._.. WHEN USED THE MIN. MOOD BUCK •••• d .Dz 2i ••••� H ;t I p0 O DEPTH SHALL BE 2%". THE USE OF Y UNTCO •••••• •5 • DEEPER OR BEVELED WOODBUCKS IS MIAMI—DAOE APPROVED MULLION 00:00: •_ q— M ••••- W I 1 A3 PERMITTED. & MULLION ANCHORS .. •• ;Cf •••• y w Es SEE SEPARATE NOA U ••• • III g •••••• • • 5. "• BUCK WIDTH BUCK WIDTH ' ' ••••• I a • • • I • • DO 1 III E7 11 ca a II j j vrc 0 Mg 1 I ?A3 i Al �_ i f .._.._.._.._.._.._............... Q o Q o 0 E2 c a TYPICAL ANCHORS i m o V) SEE ELEV. FOR SPACING 0 i I Eng►: JAVAD AHMAD 1 CIVIL PRODUCT REVISED cq'i FLA PE / 70592 as complying with the Tlorlda n 4° ° ° C.A. 3538 Building Code 14-ogig,o7 Acceplance Nc b 4 P •9 •• c = '' X'15"" iratioLij n Datc • ° EDGE DIST'. �' •• .�' � .d' o d \ z• - °• TYPICAL ANCHORS By � � ` — $ I .�. drowing no. TYPICAL ANCHORS ° i g SEE ELEV.—SEE ELEV. AN 5 Moan Dade Product Control,-- WOOD BUCK FOR SPACING a ° FOR SPACING ; W10-18 1. A sheet 7 of 11 EE ELEV. ANCHORS FIN FRAME M ILLUSTRATNE DTLS. ONLY TYPICAL 047A U r NOT BY CGI EXT. OR INT. FINISHES FOR SPACING ? Z 9i Ell to HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING o o NOT BY CGI C #8 SMS (GRADE 2 CRS) A2 A2 A} INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O BACKBED 1--1/2" MIN. PENETRATION INTO WOOD C E3 CAULKING E7 0 O �7 ® `��a vr` .I I to , I' II 1 t 11 I: 1 N fill II U) �pp II 2 Q M II I i5 O w v a 1� WOOD STRUCTURE' 1/4" MAX. BUCK WIDTH }/4" MAX rN.3 0 w a. NOT BY CGI GAP 0 GAP 9 m••- 0 =9F • . i:, o p Ii iI 1/2" MIN. }�2" MIN. •••• •� see*:* t--1 • . h v W rn m E .. E� .? ••.•• s I II Al •• •• to r ti� v ••i..• W tl WY II I 2 •• •• g •U �� IV^`J •..•• I rn � d ; 13ACKBED • E I CAULKING � • • ••••• II II �j II a I II It � to � N O } I h I E7 _ -SCREENS OPT. BB .._.._.._,. - PF1} } O O d Z Z � M9 HOUSE WRAP E6 } NOT BY CGI o a E, i EXTERIOR a_ } .y p � O 2Cj ( E2 •� Q 01 U g 2 BACKBED CAULKING o En9r. JAVAD AHLOD PRODUCT REVISED a+ M CML FLA. PF. as complying with the Florida CAN. 53a �78 0592 �+ Building Code o HOUSE WRAP AcceptanceRoi4-o s.,07 NOT BY CGI } Expiration to_ Ell I By Jfl h� Minn ode produt Cd cntrot' drawing no. TYPICAL ANCHORS �i tl W10-18 SEE ELEV. "" FOR SPACING sheet $ of 1- ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U r E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER I 0 ` E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER o J E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER 'Y E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER g a_ E6 CGI-105 - HANpLE RAIL 6063-T6 CGI EXTRUDER O p IL U E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER 0 E8 CGI-107 - 5/16- GLAZING BEAD 6063-T5 CGI EXTRUDER �' p a E9 CGI--108 - 0.700- GLAZING BEAD 6063-T5 CGI EXTRUDER C v h EIO CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER v G Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER ® Q E12 CGI-i35 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDERQ a E13 CGI--i36 - TF FRAME HEAD 6063-T6 CGI EXTRUDER O cl E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER 4 Z�� a E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER i E16 CGI-141 - SO 2.5" MULLION 6063-T6 CGI EXTRUDER "� Z E17 CGI--605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER N rn E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER to E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER .�--tn _, E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER to E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER i 0 M1 CGI--382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - 0 O M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - �.s e e M3 CGI-112 3- 0 ANCHORS EQUAL LEG COVER/SHIM PVC - •• '•T •..••. M4 - 0.700" X 0.040- BEAD GE1200 SILICONE SILICONE GE " g c�a • M5 - 0.700- X 0.040- BEAD DOW 995 SILICONE DOW •• r 0'• i••••. M6 -- 0.700" X 0.040° BEAD DOW 899 SILICONE DOW •••• Z z{i .. •....• M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80+5 SHORE A • b•: e • ' r M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - •.... O— v �•�� M9 684 - ROLLER TRACK PVC - , '! W ...... MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - :";• •` M1t 4V2320iNG - PILE VdTFE•1 CENTER FIN V100L ULTRAFAB OR EQUIV. . . M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN •••• s...•i Mia CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M v a N IA15 - OPTIONAL RETICULATED FOAM 30 PPI - - o $ N M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. ES p- M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. a ' rM2O CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE oz CGI-111 ® FR. HEAD SCREW COVER PVC PROTOTYPE CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M - VARIES HI-FLO VIEEP COVERS PVC AAIESBURY OR EQUN � 2 p o 0 .N oog' $2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - i a m v S3 - 1 1/4- EMBED. # 8 X 1 1/2- I.G. PHL. PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER WD. # 8 X 1/2- PH. SMS. ST/ST BALANCE BRACKET SCREW S5 2 PER WD. # 8 X 1- L.G. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - Engr: JAVAD AHMAD PRODUCT REVISED S6 - - # 6 X 1/2- LG. FH. SMS. 0 CGI-133 & CAM LOCK - - CM as complying Willi the Florida FLA. PE 0592 building Code S8 - 4 ®M. RAIL # 10 X 4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - C A t`..3, Acceptance I`o �� I�' S9 - 2 PER ANTILIFT # 10 X 5/8- I.G. PHL. PH. SMS. ST/ST. ANTILIFT SCREW - - L X itatio�I Date + 1 di, -6 v` r By1, Mituu adeProduct Irol, drawing no. JA21 sheet 9 of l l }�-2.440 2.440 2.113 4�0-�--=j .120 U f I ��.065 l I o i 1 1.015 r 74�5 .050 TYP. 70 050 TYP. 7z ti 1.680 l 1 2.84fi 2.101 065 1.301 1,601 .065 1.301 1.550 .864 �I .864 k- 2 ty I L 41) TV. 2.346 TYP. 1.220 1.007 L L0. 0 050 8 5/16" GLAZING BEAD E9 .700" GLAZING BEAD 0 O .065 1.395 d. l 1.155 I 1.155 �• L IL 1.415 !4- 1,015 L11 NAIL FIN ADAPTER 1,395 1.449 1.368 .7455 E13 FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL -F.180 293 q R V 9 g 1.496 .050�LF7065r� .0603- 1.015 Q Q �1,413�1 1.0 15 1.788 00, - a 0 .Ofi5 � Z�� ► x•-1.140 1.140 .065 2.2x4 1 255 !A3 FLUSH FRAME COVER I'f2 SCREW COVER ,,J/ ZEl [� 1.015 1.220 .065 TYP. N 4.430 TYP. 3.930 .065 3.685 2.885 3.185 NP' 1.043 1 2.885 =L rq a, E5 LOCK RAIL E19 SILL FILLER X o 1.788 2 O W ta 1.450 . a of 180 ^� x • • ZE• •••••• ••�Tity 0 2.440 2.440 .55�- 054 •• ua •• 2.310 _ M E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.41' S OS5 d TYP. 1.220 �•••• z q4z �., i `n •••••• 2.737 2.737 E23 •••• •r 0 0 ••••• r FLANGE ADAPTOR ...... � ._ 0•g yfo ..:..• 1.043 •• •• iU'�3 •••••• fl65 065 •.•••• • zjTYP. TYP. E21 • • �• ALT. LOCK RAIL �� •••.•. 2.505 2.613 2.505 2.613 ••••• 1.892 • G Wx g 5i N d .065 �^ y La= TYP. N Ck � � o 1.000 .991 .500 .991 2.195 N 3.237 2.737 1.015 °� z z t t4 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) - I A- I to o •- .911 -�j .811 1.043 0 I o a o Es HANDLE RAIL 1.025 0 ,� 2.505 .065 NP. 2.505 ,065 TYP. Engn JAVA4 AHM PRODUCT REVISED ,t CML as complying with the Florida 1.015 1.415 1.395 FLA.CAA 3538 582 Building Code Acceptance No . 107b a3 •745 Ex iration Dote _ c v v 1.000 .500 .06511I A Bf. q,/ L:1.745 1.245 f.015 I �p► 7 Mien�J a e Product C trol. �a drawing no. W10--18 Et2 FLANGE FRAME JAMB (FIXED) 8 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL sheet 10 of J 1 U s S2 C i o 1I J S2 p U 1 01 Igo w � na ® � a4 .01 az N FRAME TOP CORNER z `j v M In N tv VENT TOPfBOTTOM CORNERS S2 pn L x • F- • ..... o • .... o w M ..... . . Fo bLN !a a N tom! <D o i N ayi � �t'o O � z Z :3 W��! ps` O � FRAME BOTTOM CORNER Engr. JAVAD AHMA0 PRODUCT REVISED , � CML as complyuig with the Florida FIA. PE / 78582 Building Code C.A.N. 8 Acceptance No 0 r S8 Expiration DateO ,t r� v` u ... t By f {A 2Iviiai u',)nde Product Con of drawing no. X£ •. f D MTG. RAIL CORNER (� W1 0-18 sheet 11 of GE NDO ___OTIt)NS WINDOW WIDTH 0 r VENT WIDTH I t WW-2" Z % D.L. OPG. O t- z WAV-7" ¢ 1 7 I 6" MAX. TYP. CL A7 za o ' I HEAD/SILL 1 -�o v A I SNUBBER CORNERS v a 2 G ,I� 03 tE $ W a w 6It--- n 0 � -0 r 44 0- z o I II -�_ ___�-,-- a t5 gj S JI I � �, o N 0 2 FOR GLASS TYPES, g" -- --- - REFER TO - - -_ - MAX. MAX. o SHEETS 3 AND 4, to" OR 17" V o SEE SHEET 6 U O $ FOR CAPACITY SURFACE APPLIED Lj t 7 3 FALSE MUNTINS O 0616 2 D.L. OPG. I D.L. OPG. 2 1/2- OPTIONAL • • d • ►Y3 u- •••••• • • • t" VENT WIDTH 1 VENT WIDTH 1" ••s••• �/(� h to •••i• i I (FLANGE FRAME) ...:.. ¢ (V WINDOW Y/IDTH a WINDOW WIDTH • • �O• ••••i EXTERIOR J i N $z'u- ....� w •••••• w Op Q w �• (g S • • • _ Iz ' t • • In • � ~ •••i• 3 ' I 6 MAXIM MULTI POINT LOCK ••• ••••i 0 3 8A BY 'TRUTH' •• • • z CAM LOCKS ALT. TO CAM LOCKS • • 9 2 LOCK POINTS 2 ALL SIZES MAX. WOW. LOCK x T WIDTH POINTS 01 w d O42" 2 FOR MULLION/MULTIPLE UNITS, REFER TOo N � N B 63" 3 SEPARATE CGI MULLION N.O.A. o I 7 84" 4 mo i; CL 1 INSTRUCTIONS: NOTES: rr1iE RATE FO S ILE IMPACT o °' N o c L7 N N Mt r USE CHARTS AS FOLLOWS. (THIS-PR�IIt;T�--RA-I��i'6�G-WED AND TEv ED TO COMPLY WITH THE � REQUIREQ � � o o � (REQUIREMENTS OF THE'FLORIDA-Bt1iLDING� tE-iNCLUI� HIGH VEtCC� v x STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED 0 HV#1Z ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. Engr. JAVAD AHMAD t o STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOADCwt. PRODUCT REVISED N N CAPACITY OF DESIRED GLASS SIZE/TYPE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA, PE 70592 as comPlying with the Florida EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. 538 Building Code " o STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION Acceptance No 14 a h WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE If Li IN STEP 1 ABOVE. NOT PART OF THIS APPROVAL. ! iration Dnte� i STEP 4 A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. AA Oy IF ALUMINUM BUCK SYSTEM 1S USED USE CHART ON n draNiing no. SHEET 7 TO DETERMINE CAPACITY. �U1 Munni udc Product ConLot MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ; 99—Q4 STEP 5 THE LOYIEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 7--�l WINDOW WIDTH [� V GENERAL WINDOW SECTIONS ` " Q EQUAL LEG FRAMEto VENT WIDTH WW-1 1/2" Z / D.L. OPG. 0F a WW-6 1/2" f" w a 1A 6" MAX. TYP. A 5 2 z K 0 6 m HEAD/SILL 7.i : 70 I& O9 v 7 E CORNERS tO 0 0 a I. SNUBBER Irl a a s _ _�� a civ /0/yy �� 3 I II/ II �/ 11 \II ie� 0 o g -1 I l o i j Q 0) ILLb I I z m ---------- ` -............. -- 0 14 1 f2" 1g1 6" Im � MAX. MAX. O tr - __- — _ ___ -__ - 1d" OR 17" U Or.I FOR GLASS TYPES, SEE SHEET 6 SURFACE APPLIED w ow REFER TO CAPACITY FALSE MUNTINS o �3 ..... SHEETS 3 AND 4. OPTIONAL � �.� � ��• . s TYPICAL ELEI/ATION i n 0 • 1A M 7 2 3 D.L. OPG. D.L. OPG. 2 1/2" 1A (EQUAL LEG FRAME) ooei O NM to M .•••: 3/4" VENT WIDTH VENT WIDTH 3/4" ••••'' N C, Z'J ' •..• V. � �:��• •.•• WINDOW WIDTH � � � WINDOW WIDTH ••�••� W '' - 0 •.•.• I J EXTERIOR twn U'� '. O i l • • . i I •• • • • • . I . • = I O i I l mmm G sq x 6 41 z 3 MAXIM MULTI POINT LOCK L CAM LOCKS 9A BY 'TRUTH' y o " U 9 2 LOCK POINTS ALT. TO CAM LOCKS °� z z z 2 ALL SIZES MAX. WOW. LOCK tYIOTH POINTS 42' 2 O pcivNn 7 63" 3 to = 84° 4 0 Cw to 0 � r Engr JAVAD AHIAAD _o CMI. PRODUCT REVISED a FLA. PE 1 70592 as cosnptying With the Florida o C.A F 538 Building Code / of a Acceptance No t`4-p ice.Cg 8 ,t -eiration Date v° By C '.� drawing no. JvliamipadeProduct Con ra� W99-04 ti 20 j IL sheet 1,1 of 7 p-2,625 25/8 2,075 768 1.757 (j 5 f J F o I 5 625 rn 1 1,000 1,307 .090 TYP. Z QD J 1.875 Q 2.625 ru 72d H N 2.215 Mn s C. g 2.465 L - 1.438 Lf. V 080 TV.— "AL YP." 1.222 J 0 tKEY Mh 11 .060 CORNER CORNER THICK ST. STEEL .062 KEYTHICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) Q'G M Dao 2.075 �"--1.757 Q 4 h r .768 a .0 N .090 TYP. z N 1_4 - 1.a57 1,875 ,d � - 720 720 2.465 2.715 —� 1.438 VENT CORNER .080 TYP. co z { LI-624 F- D a ALL FRAME AND VENT CORNERS TO BE EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) o SEALED WITH GE SILPRUF OR EQUN. �---1.757 16LLJ ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS ) .O• • 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. • • •• �' •••• • 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. I •090 TYP. ••• 1„ 1.875 •••••• g i •� cc) ••••i• 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. • p Orb)r t , 5 28 CO-jai 4 VENT (INSUL LAZA. GLASS) 6063-TS INDALEX OR EQUIV. L720 1 ' • 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063--T6 INDALEX OR EQUIV. •• •• M �ie.�., o' 1A4380 co •Z Z uy ••••• 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. • U7 : QL o • r 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. •• •• W_ • p ••••• 4 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 • w 5 - 8 .060 THICK CORNER KEY ST. STEEL - •••••• � Q •• • V) U ,.... VENT (7/16" LAM. GLASS).6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLfGEL AP7US •�� 7 0200 X190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON �• • • • 754 • 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3je" SPAS 383 9A - 2/ VENT MULTI PONT LOCK - - �----- 830 N m a / 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 110 X 3/8" SS SIAS I p N 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - j10 X 1-t/4° SS SMS .617 4 c� 10'h / I 12 - 2/ LITE SETTING BLOCKS fPOM DUROMETER SOtS SHORE A o 9 11 k CGI-375: OGEE GLAZING STOP aNi Woo 9 0 2 Z � I �.753 I ryJ 83.808 -� .617 . 0 -00, SQUARE GLAZING STOP m Engr. JAVAO A1.4AAD I a CML PR01)UCTRPVISRD cv FIA PE 1 70592 as complying with the Florida I C.A.N. 3538 Building Code `�t. F� G o Acceptance Now }��3 � i E r � ationDate r FRAME CORNER �y ''' drowing no. 015 giant'Dade Product Con� I W99-04 sheet 2 of T�l 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 090" Snflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass .075" Saflex CP With PET Core 8y 'Eastman Chemical Co. o By 'Eastman Chemical Co.' INTERLAYERS By 'Eastman Chemical Co.' .075" Saflex CP With PET Core � 3 INTERLAYERS 1 8" ANN. GLASS .090" DuPont SentryGlas By 'Eastman Chemical Co.' Z ti 0 / By 'E.L DuPont De Nemours & Co., Inc.' .090" DuPont SentryGlos �p zz SILICONE 3/16" ANN. GLASS z m By 'E.I. DuPont De Nemours & Co., Inc. [. t�j 1 GE 1200 IDOW 995I !I �' I 3/16" HEAT STREN'D GLASS SQUARE BEAD II 16• G O Do DOW 899 II SILICONE y OPTIONAL II iI U II tl GE-1200 U SILICONE ALL GLASS TYPES DOW 995 .1 it GE-1200 II II II II DOW 899 I it it _ DOW 995 III I} Q; Q IL II DOW 899 0 ti n Q r� O ca 12 AT 1/4 POINTS ON UTES 12 AT 1/4 POINTS ON LITES �12 AT 1/4 POINTS ON L.ITES i l C IL Q p ^ 5/16" NOMINAL WIDER THAN 36 7/16" NOMINAL WIDER THAN 36" 7/16" NOMINAL ` WIDER THAN 36" C � GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' Q 0 a PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS z Oj NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED rzj I I REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS Q 'r" WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE 18' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE 12' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1 W. (-) EXT. (+) INT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. {-} WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. {-) 24" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 z_ 28" 110.0 195.0 116.0 195.0 110.0 195.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 3 n 30" 110.0 194.3 110.0 195.0 110.0 195.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 ,°o' 36' 110.0 161.9 110.0 195.0 110.0 195.0 48" 36" 80.9 80.9 110.0 1 120.0 110.0 120.0 1 63" 104.2 104.2 110.0 195.0 110.0 195.0 O a 42" 110.0 138.8 110.0 195.0 110.0 195.0 42" 69.4 69.4 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 V O Li LLJatfoo 24" 48" 110.0 121.4 110.0 195.0 110.0 195.0 48" 60.7 60.7 110.0 120.0 110.0 120.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 • ) Q 54" 107.9 107.9 110.0 195.0 110.0 195.0 24" 107.9 107.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 137.5 110.0 195.0 110.0 195.0 •• :� ) ....: 0• 60" 95.4 95.4 110.0 195.0 110.0 120.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26-1/2" 50-5/8" 104.3 104.3 110.0 195.0 110.0 195.0 "'; • .c+.i•� •• • - 0000 66'• 73.4 73.4 110.0 120.0 110.0 120.0 54" 30" 86.3 86.3 110.0 120.0 110.0 120.0 63" 77.9 77.9 110.0 120.0 110.0 120.0 N u)� to 0 N 72' 56.1 56.1 110.0 120.0 110.0 120.0 36" 71.9 71.9 110.0 120.0 110.0 120.0 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 0 Q ••• •M 0 • 78" 43.8 43.8 110.0 120.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 110.0 120.0 26" 110.0 145.4 110.0 195.0 110.0 195.0 •••.• N Z Z 0000 00 �' • •• 0000• 84" 34.9 34.9 110.0 120.0 110.0 120.0 24" 95.4 95.4 110.0 195.0 110.0 120.0 38-3/8" 98.5 98.5 110.0 194.5 110.0 120.0 •o•• ! '• 0 o 37" V} O .• " 000000 ' 24" 110.0 194.3 110.0 195.0 110.0 195.0 28" 83.3 83.3 110.0 120.0 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 '•0• X 9 0• 28" 110.0 166.5 110.0 195.0 110.0 195.0 60" 30" 77.7 77.7 110.0 120.0 1 i 0.0 120.0 63" 60.0 60.0 110.0 120.0 110.0 120.0 N U R -00000 30" 110.0 155.4 110.0 195.0 110.0 195.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 26" 110.0 128.1 110.0 195.0 110.0 195.0 • • • •• .0000• 36' 110.0 129.5 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 42" 38-3/8" 86.8 85.8 110.0 120.0 110.0 120.0 0 ' 0 30" 42" 110.0 111.0 110.0 195.0 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 110.0 120.0 48" 97.1 97.1 110.0 195.0 110.0 120.0 30" 60.6 60.6 110.0 120.0 110.0 120.0 53-1 8" 26" 101.3 101.3 110.0 195.0 110.0 120.0 1 C, 54' 86.3 86.3 110.0 120.0 110.0 120.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 / 38-3/8" 68.6 60.6 110.0 120.0 110.0 120:01 c o 60" 77.7 77.7 110.0 120.0 110.0 120.0 72" 28" 48.9 48.9 110.0 120.0 110.0 120.0 N H O 66" 60.6 60.6 110.0 120.0 110.0 120.0 30" 46.0 46.0 110.0 1 120.0 110.0 120.0 72" 46.0 46.0 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 OL N 78" - - 110.0 120.0 - - 78" 28" 38.1 38.1 1 i d.o 120.0 110.0 120.0 oI � 24" 110.0 161.9 110.0 1 195.0 110.0 195.0 30" - - 110.0 120.0 - - 28' 110.0 138.8 110.0 195.0 110.0 195.0 84" 24" 34.9 34.9 110.0 120.0 110.0 120.0 in mo N in a_ 30" 110.0 129.5 110.0 195.0 110.0 1 195.0 1 1 28" 1 - - 110.0 1 120.0 1 - - NOTE: a °' o O N N M .- " GLASS CAPACITIES ON THIS SHEET ARE g s g 36' 36 107.9 107.9 1 i 0.0 195.0 110.0 195.0 ` c w � � g 42" 92.5 92.5 110.0 120.0 110.0 120.0 BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 48' 71.s aos 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 54" 7].9 71.9 110.0 120.0 110.0 120.0 rn r 60' 64.8 64.8 110.0 120.0 110.0 120.0 Engr. JAVAD ld]AU10 N g CIVIL PRODUCT RGVISBD 24" 110.0 138.8 110.0 195.0 110.0 195.0 NOTE: FIA. PE 70592 as complying with the Floridt3 0 LOAD/AREA LIMITS CAN. 5ss building Code � s Acceptance Iia / - ?•ffi` v s 28" 110.0 118.9 110.0 i 95.0 110.0 195.0 , r a „ FOR +110-0. -120.0 PSF = 16.34 SQ. FT. Z'r ation Date E a 30 110.0 111.0 110.0 195.0 110.0 195.0 +110.0, -195.0 PSF = 10.00 S4. FT. : 42" 36" 92.5 92.5 110.0 120.0 110.0 120,0 r dravling no. 42" 79.3 79.3 110.0 120.0 110.0 120.0 Misr Dade Pra uct ContrAt" 48" 69.4 69.4 110.0 120.0 110.0 120.0 �� -' �--j W99-04 ` 54' 61.7 61.7 110.0 120.0 110.0 120.0 sheet 3 of 7 1/8" TEMP. GLASS 1/8" TEMP. GLASS U AIR SPACE AIR SPACE o .090" Saflex Clear And Color Gloss .090" Saflex Clear And Color Gloss t 1/8' ANN. GLASSEastman Chemical Co; 1/8" TEMP. GLASS BY � By 'Eastman Chemical Co.' rn INTERLAYERS •075" Saflex CP With PET Core .075" Saflex CP With PET Core O B 'Eastman Chemical Co.' INTERLAYERS -� Y 8y 'Eastman Chemical Co.' .090" DuPont SentryGlos .090" DuPont SentryGlos SQUARE BEAD o By E.I. DuPont De Nemours & Co., Inc. W By 'E.I. DuPont De Nemours & Co., Inc.' OPTIONAL 2 fn " 1 8ANN. GLASS ALL GLASS TYPES / 1/8" TEMP. GLASS SILICONE SILICONE i p GE-1200 GE-1200 i 0 Fp a DOW 995 xDOW 995 a DOW $99 DOW 899 p M AIR SPACE CONSISTING OF: QI O v g SPACER: 0 a 112 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES METAL SPACER AROUND 0 3 4NSULti'T � 3/4" INSULATED G - THE PERIMETER OF THE GLASS. N (GLS_fiYPE 2A� GLASS TYPE 3A PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERF CE VALU5 OF IMPACT RESISTN'P WIN NO SHUTTERS REQUIRED NO SHUTTERS REQUIREDNO;SHUT�QUIRED J REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETALS Wei WINDOW DIMS. GLASS TYPE '29 GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1 N (-} WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. {-) EXT. (+) 1NT. {-} � 24' 110.0 195.0 110.0 195.0 24" 110.0 121.4 110.0 195.0 26" 110.0 195.0 110.0 195.0 z 0 28" 110.0195.0 110.0 195.0 28" 104.1 104.1 110.0 120.0 38-3/8" 110.0 190.6 110.0 195.0 `1 M 30" 110.0 194.3 110.0 195.0 30" 97.1 97.1 110.0 120.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 H ,°n' 48 O 36" 110.0 161.9 110.0 195.0 36' 80.9 80.9 110.0 120.0 63" 104.2 104.2 110.0 195.0 x63. o 42" 110.0 138.8 110.0 195.0 42" 69.4 69.4 110.0 120.0 74-1/4" 0 63.0 110.0 120.0 U O LLJ Q" 24" 48" 110.0 121.4 110.0 195.0 48" 60.7 60.7 110.0 118.4 26" 110.0 195.0 110.0 195.0 • 4K o�• 54" 107.9 107.9 110.0 195.0 24" 107.9 107.9 110.0 195.0 38-3/8" 110.0 137.5 110.0 195.0 •• d • LE • 60' 95.4 95.4 310.0 120.0 28" 92.5 92.5 110.0 120.0 26-1/2' 50-5/8" 104.3 104.3 110.0 195.0 •••; �•Z.•O.g o 0066:0 66' 73.4 73.4 110.0 120.0 54" 30" 86.3 86.3 110.0 120.0 63" 77.9 77.9 110.0 120.0 ••• 2 N u-N uo'i • 72" 56.1 56.1 109.3 109.3 / ••�• QN � �••••' 36 71.9 71.9 110.0 120.0 74--1 4" 46.6 46.6 90.9 90.9 .. M • 78' 43.8 43.8 85.4 85.400 0) 42- 61.7 61.7 110.0 120.0 26 T 1D.Q =145.4 110.0 195.0 •.. N ••;•• ••� ( a5+•• y ••••• 84" 34.9 34.9 68.0 68.0 24" 95.4 95.4 110.0 120.0 38-3/8" 98.5 98.5 110.0 120.0 •• S o • 24' 110.0 194.3 110.0 195.0 28" 83.3 83.3 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 •• • Q •• 28' 110.0 166.5 110.0 195.0 6Q" 30" 77.7 77.7 1 110.0 120.0 63" 1 60.0 60.0 110.0 1 117.0 • L �, •••.;• 30' 110.0 155.4 110.0 195.0 36" 64.8 r60.6 .8 110.0 120.0 26" 110.0 128.1 110.0 195.0 • • • • 36" 110.0 129.5 110.0 195.0 24" 73.4 .4 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 • • • • 30" 42' 110.0 111.0 110.0 195.0 66" 28' 64.2 .2 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 • 48' 97.1 97.1 110.0 120.0 30' 60.6 110.0 118.2 26" 101.3 101.3 110.0 120.0 54' 86.3 86.3 110.0 120.0 24" 56.1 6.1 109.3 109.3 38-3 8 68.6 1 (68.6 110.0 120.0 O o It 60" 77.7 77.7 110.0 120.0 72" 28" 48.9 48.9 95.3 95.3 o N W N 66' 60.6 60.6 110.0 118.2 30" 46.0 46.0 89.8 89.8 rc o uj 72" 46.0 46.0 89.8 89.8 78„ 24" 43.8 43.8 85.4 85.4 y 9a a 78" - - - -- 28" 38.1 38.1 74.3 74.3 24" 110.0 161.9 110.0 195.0 84" 24" 34.9 34.9 68.0 68.0 28' 110.0 138.8 110.0 195.0 NOTE: 30' 110.0 129.5 110.0 195.0 GLASS CAPACITIES ON THIS SHEET ARE to v r N W P O 0 36" 107.9 107.9 110.0 195.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) y g o g o 36" 42" 92.5 92.5 110.0 120.0 AND FLORIDA BUILDING COMMISSION ` 48' 80.9 80.9 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 54" 71.9 71.9 110.0 120.0 :- 60' 64.8 64.8 110.0 120.0 Engr: JAVAD AHMAD L e g NOTE: CML PRODUCT REVISED a 24' 110.0 138.8 110.0 195.0 LOAD/AREA LIMITS FLA. PE # 70592 as complyuig with the Florida c „ CAN. 3538 Building Code l; 28 110.0 118.9 110.0 195.0 FOR +110.0, --120.0. PSF = 16.34 SQ. FT. �`4•Q�f�: m .9, Acceptance No ,'��' +110.0, -195.0 PSF = 10.00 SQ. FT. '� 30 i 10.0 111.0 110.0 195.0 ]?xp'ralion Date v y 42" 36" 92.5 92.5 110.0 120.0BY /� drawin no. 42' 79.3 79.3 110.0 120.0 Miatni ade Product Contlol 9 48" 69.4 69.4 110.0 120.0 - -AN W99-04 " 54" 61.7 61.7 110.0 120.0 sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 `r 0 TYPICAL ANCHORS rn SEE ELEV. FOR SPACING °7 SEE SHEET 6 FOR DESCRIPTION Z 011, TYPICAL ANCHORS TYPICAL ANCHORS 087Jd- ,/-SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING (: I SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL IL e N p (� 11 3/8" 3/4" STRUCTURES C Q U SEALANT-\ >} 1 I SEALANT `� IAIN 0 t 4 4. 4 z �N 2 1/8" 4 4 d. x' c \cn 2 1/8" : aa v 4 H• = aQ 4' ° MIN. v=i 3 d 1" Ml d i" MINA z Gf 2-1/2" MW2-1/2" MIN. z INSTALLATION TYPE 'J' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED MATERIA : PRESSURE TREATED Q TYPICAL INSTALLATION D AIS MEOL ALLATION RETAIL ATTACHMENT TO to,I, ON ALL FOUR SIDESIUSING WOO•O fON''�EL QW3 SII USING Wt}aQ7 METAL STRUCTURES o N flC �O L, .. TYPICAL ANCHORS o �. •U- //—SEE ANCHORS � o: ...... SEE ELEV. FOR SPACINGSEE ELEV. FOR SPACING TYPICAL ANCHORS •• a- ., • SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING ••••. •' �.t o •• SEE SHEET 6 FOR DESCRIp•TIWX. J to L Lf) •••••• 00 SEALANT _� •o•• •• • • SEALANT �� •oo• N Z Z •••o• • to •oo• .• .. t jy •b..w M • 0000• W _ 05i �. s0000• '•••m •a000• \ as • • • •000• 4' Q 4 ' ; 2 7/8 I a 4 ' . Q 2 1/8" 4 a Q MIN. 0 4 ' BUCK INSTALLATION BY OTHERS o ° BUCK INSTALLATION BY OTHERS ATTACHMENT TO o - i-c 1 MIN. 1" MIN. APPROVED MULLIONS V U U INSTALLATION TYPE '3' -WOOD BUCK TYPE '3' INSTALLATION TYPE '4' W001) BUCK TYPE '4' a 0 0 0 OzzZ MATERIAL: PRESSURE TREATED MATER 4AL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL c r N tp r O .� Q N N M •^ ON FSIDES/USING0 -ON ALL FOUR SIDES f USING WOOD o s s Cw U. c> z ALUM CHANNEL •, rn -3/4" X 1" X 3/4" X 1/8" En9r: JAVAD AHMAD PiRODUC1•REVISED I _o 2-1/2" LONG as com 1 in with the Florid$ ro iv AT ANCHOR LOCATIONS FIA. PfMI 70592 D y g CJ1.N• 638 Building Code 0 Acceptance lsIo 14-0 i5..og 5. o Expiration Date By WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN M LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I m ��J it4iauni ade Product Conifol`�.-- drawing no. ALT. ANCHOR LOCATION W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDEa) V FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 I� p TYPICAL ANCHORS to CD SEE ELEV. FOR SPACING 3: SEE SHEET 6 FOR DESCRIPTION 0 TYPICAL ANCHORS TYPICAL ANCHORS 3/4" O METAL STRUCTURES g� LG IL SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING -1G U SEE SHEET 6 FOR DESCRIPTION I SEE SHEET 6 FOR DESCRIPTION MIN. OIL CC 0 W 0 t d or v A 0 Q it 0 2 1/8° ° I Q' z' v v=i 2 1/8" 1 GIs o a I! e g ' MIN. Ii .>! d 1"•MIN. d 1" MIN a 2-1/2" MIN. 2-1/2" MINCA. INSTALLATION TYPE '1' WOOD BUCK TY?E_ '1, INSTALLATION TYPE '2' WOOD BUCK TYPE '2' z_ -MATERIAL: PRESSURE TREATED 4 A ERWI: PRESSURE TREATED I- Im TYPICAL INSTALLATION DETAIL TYPICAL. INSTALLATION DETAIL ATTACHMENT TO Q � o pN ALL FOUR SIDES/USING WOOD ON ALL F UR SIDES�USING WOOD METAL STRUCTURES w O w' z 0M CL eteV4. i ••• L 99�N O 0000•• TYPICAL ANCHORS J • N M M •••••• 0000•• Q •9•M SEE ELEV. FOR SPACING TYPICAL ANCHORS - TYPICAL ANCHORS SEE SHEET 6 FOR E DESCRIF'TR}1V•• p • • SELEV. FOR SPACING SEE ELEV. FOR SPACING M a ••.•.- EE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION •::::• CV -Z :i ,� • - I 1 •�� o 0000 r I 1 3 8 000000 a •_�� .M+ 9000• 00••00 w V d 0000• 0 . 0 0000 • • • • 0099• SE 2 7/8" ° '� a ' v d d 2 1/8" O a a a ° (3UCK INSTALLATION BY OTHERS ° BUCK INSTALLATION 8Y OTHERS MIN. ATTACHMENT TO APPROVED MULLIONVO -Z22 Z 1" MIN. 1" MIN. iii r$ Nna INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE ` ' ` ' ` 4' WOOD BUCK TYPE 4 o MATER PRESSURE TREATED MATERIAL: PRESSURE TREATED 115 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES&SING WOOD ON ALL FOUR SIDES/USING WOOD Engr: JAVAD AHMAD PRODUCT REVISI✓Q � A CML as complyingwith the Florida `i FIA. PE � 70592 CAN, 38 Building Code o Acceptance No 14• 15*0b u a iralion Date ylB v WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN JAS Miami ado Product Con oI -1, drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER `"1 W99--04 THEM TO THE BUILDING STRUCTURE. sheet M of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SKEET 5 FOR DETAILS ANCHORS TYPE 'A' k 'C' ANCHORS TYPE IV ANCHORS TYPE 'A' k 'C' ANCHORS TYPE 'D' Ito' O 1 WINDOW DIMS. W/O SHEAR CUP WITH SHEAR CLIP WITH OR W/O SHEAR CUP WINDOW DIMS. W/0 SHEAR CLIP WITH SHEAR CLIP WITH OR 1T/0 SHEAR CLIP 0) VADTH HEIGHT AT 17" O.C. AT 10' O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. z R 24' 195.0 195.0 129.0 193.5 195.0 195.0 24' 186.2 195.0 99.2 158.8 195.0 195.0 0 28" 195.0 195.0 110.6 165.9 195.0 195.0 78' 28" 159.6 195.0 85.1 136.1 195.0 195.0 o 30' 195.0. 195.0 154.8 154.8 195.0 195.0 30" 148.9 195.0 79.4 127.0 195.0 195.0 ifJ O ® U 36 195.0 195.0 129.0 172.0 195.0 195.0 84" 24' 195.0 195.0 110.6 165.9 195.0 185.0 42' 185.0 195.0 f 10.6 147.4 195.0 195.0 28" 177.8 195.0 94.8 142.2 195.0 195.0 IL 48` 195.0 195.0 129.0 161.3 195.0 195.0 A u z4" IRFpRMA10E VALUES OF INSTALLATION A 8 t 54' 195.0 195.0 114.7 172.0 195.0 195.0 � - r REFER 70 Ef 5 FOt2 � ll� 60" 193.6 195.0 103.2 154.6 195.0 195.4 , C' ANCHORS TYPE 's' I � 66" 195.0 195.0 117.3 164.2 195.0 Cyo 195.0 0 72' 195.4 195.4 107.5 154.5 195.0 195.0 WINDOW DIMS. W/O SHEAR CLIP WITH SHEAR CLIP WITH OR W/O SHEAR CUP0 L Q Q D 78" 186.2 195.0 99.2 158.8 1$5.0 185,0 WIDTH HEIGHT ATA?-_0_.0" . AT 10" O.C. AT 17" O.C. AT ld" O.C. AT 17" O.C. AT 10" O.C. 26' 195.0 195.0 149.4 195.0 195.0 195.0 I .0 84' 195.0 195.0 110.6 165.9 195.0 195.0 38..3/8• 195.0 195.0 151.9 195.0 195.0 195.0 16 Z ll1= 24' 195.0 195.0 154.8 154.8 195.0 195.0 19-1/8" 50-5/8' 195.0 195.0 153.5 191.9 195.0 195.0 r 28' 195.0 195.0 132.7 132.7 195.0 195.0 30' 495.0 185.0 123.8 123.8 195.0 195.0 63' 195.0 195.0 123,3 195.0 195.0 195.0 74-1/4' 195.0 185.0 130.8 195.0 195.0 195.0 36" 193.6 195.0 103.2 137.6 195.4 195.0 42` 165.9 195.0 88.5 117.9 195.0 195,0 26" 195.0 795.0 107.8 161.8 195.0 195.0 38-3/8` 195.0 195.0 109.6 146.1 195.0 195.0 0 48" 193.8 195.0 193.2 128.0 195.0 185.0 30' 26-1/2' 50-5/8' 795.0 795.0 110.8 138.5 395.0 195.0 1 TM z 54' 172.1 195.0 91.7 137.6 195.0 195.0to11 60" 154.8 195.0 82.6 723.8 195.0 195.0 63" 167.0 195.0 89.0 155.8 195.0 195.0 r� 66' 176.0 195.0 93.8 137.3 785.0 195.0 74-1/4" 177.1 195.0 94.4 151.1 195.0 195.0 I j Ln rn ( (19$ 195.0 115.9 154.5 195.0 195.0 1 I P f O ar o 72" 761.3 195.0 86.0 120.4 195.0 185.0 38-3/8" 147.3 195.0 78.5 104.7 195.0 195.0 U O rn 78" 148.9 195.0 79.4 127.0 195.0 195.0 W 50-5/8' 146.8 186.0 79.3 99.2 195.0 195.0 24' 195.0 195.0 129.0 172.0 195.0 195.0 O fi3` 119.6 195.0 63.8 111.6 181.4 195.0 Of 28' 766.0 165.0 11.7.6 147.4 795.0 195.0 ANCHORS iSIIEAR CLIP ANCHORS WITH SHEAR CLIP_ a • 30' 193.6 195.0 103.2 137.6 195.0 195,0 26" 191.5 795.0 102.1 136.1 195.0 195.0 i s• • *sees* 36' 161.3 195.0 86.0 114.7 795.0 195.0 42' 38-3/8" 429.7 173.0 69.2 92.2 195.4 195.0 • 00 36" 50-5/8' 131.1 183.9 69.9 87.4 195.0 145.0 s•s•s Q V ��j tO •• 42" 138.3 184.4 73.7 98.3 195.0 195.0 • d s•� M 66666• 26" 195.0 195.0 107.6 161.4 195.0 195.0 •s••• 00 rn 48' 161.3 195.0 86.0 107.5 195.0 195.0 8" •••• N sZ J s'••••i 38-. 195.0 72.9 t 08.3 195.0 195.0 I •s• i • • se 143.4 195.0 76.4 114.7 195.0 195.0 •6666 p_• 0 66666 t 64" 129.7 193.6 1 68.8 103.2 195.0 195.9ICAL A EE ELEV. FOR SPACING •• •• .- �•� `'' s•i••s 24' 195.0 195.9 110.6 147.4 195.0 195.0 •s •• 12 W " �� 28' 177.8 195.0 94.8 426.4 195.0 195.0 •- KGCON II.$X' Ii1LT11 (Fu=163 KSI, Fy=157 KSI) (n �? 12 •••••• 66666 • s 30" 165.9 195.0 88.5 117.9 195.0 195.0 ` DIAZTICON $Y� LCO! (FO-177 KSI, Fy=155 KSI) i s • •s•• • + • • 42' 36' 138.3 184.4 73.7 98.3 195.0 195.0 (( 2BY W ,OD BUCKS. OR WOOO��TU � s'• • s 42` 118.5 158.0 63.2 84.2 179.8 195.0 •6666• 48' 138.3 172.8 73.7 92.1 595.0 195.0 -�tN NETRATION INTO W OD ss • s s c� • • 54" 122.9 184.4 65.5 98.3 186.4 185.0 � 18Y I-- =NC. OR -MASO Y • = x 24' 185.0 195.0 129.0 161.3 195.0 195.0 jHyW-MK.__M_B_EL_'`; O' CONG.�'0R W&0_ '�Y G ic- ! 28° 195.0 195.0 110.6 138.2 195.0 195.0 , r n r r ¢ m W TYPE 'B'- 1/4 DIA KWIK-CON 11 BY HILTI (Fu=163 KSI, Fy=157 KSI) o " 30` 193.6 195.0 103.2 129.0 195.0 195.0 + 48 36' 161.3 195.4 86.0 107.5 185.0 195.0 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) y 42" 138.3 172.9 73.7 92.1 195.0 195.0 DIRECTLY INTO CONCRETE z z 48" 121.0 151.3 64.5 80.6 183.5 195.0 1-3/4" MIN. EMBED INTO CONCRETE 24" 195.0 195.0 114.7 172.0 195.0 185.0 y ro a rr v 28' 184.4 195.0 98.3 147.4 195.0 195.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCR E itS (GRADE 2 CRS) p 03 r o Pj N M 54" 30' 172.1 195.0 91.7 137.6 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") v 195.0 117.3 164.2 1950 1950 l O -GONG AND MASONRY w 36' 143.4 195.0 76.4 114.7 166.0 195.0 INTO METAL STRUCTURES 0 = 42' 122.9 184.4 65.5 98.3 186.4 195.0 STEEL : 12 GA. MIN. (I=y = 36 KSI MIN.) 24" 193.6 195.0 103.2 154.8 195.0 195.0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o 28' 165.9 195.0 88.5 132.7 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Engr: JAMAD AHMAD PRODUCTREVISRD 1 " a 60" 30" 154.9 195.0 82.6 123.8 195.0 195.0 CML as complying with the Florida `ilz D1STatJt`I FLA. PE 70592 Building Code o 36" 129.1 193.6 68.8 103.2 195.0 195.0 PICAL EDGE ,.A.h.. � 38 Acceptance No 24" 195.0 . . (i 2='1 2 MI . Ex iration Date $ 66' 28` 188.6 195.0 100.5 14.7 195.0 195.0 INTO WOOD STRUCTURE = 1' MIN. By WS 30" 176.0 195.0 93.8 131.3 195.0 795.0 INTO METAL STRUCTURE = 3/4" MIN. Miami ado Product Control drawing no. 24` 166.0 195.0 107.5 150.5 195.0 195.0 p AT HEAD, SILL OR ,JAMBS SG ` 0.55 Mph N 1� ` 72' 28' 172.9 195.0 92.1 129.6 195.0 195.0 (NCREI'E A'I'�IEAD, S1LQ71 R JAMBS f'C 3t�(ID'PS MIN �� 3d' 161.3 195.0 ss.o t z0.4 195.0 195.0 C-gp HOLLLJW FILLEb` BLOCK AT JAMBS) f'm = �0 PSI MINS sheet 6 of 7 PERFORMANCE VALUES OF PERFORMANCE VALUES OFa ALUMINUM BUCK FRAMING DETAILS ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS I o REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES IleANCHORS 1/4' ANCHORS 1/4" ANCHORS 1/4" ANCHORS USE LOWER APPLICABLE VALUES. Ul rn WINDOW DIMS. INTO MASONRY INTO WOOD WINDOW DIMS. INTO MASONRY INTO WOOD � WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 0 t�"+ 24' 195.0 195.0 24" 195.0 148.0 Zd 28" 195.0 195.0 28" 190.3 126.9 e 2 iNd a IL 30' 195.0 195.0 48' 30" 177.6 118.4 Q"7 O 6 0 36" 195.0 195.0 36" 148.0 98.7 NOTE: 01 .. 42' 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE INTO ar p 48" 195.0 148.0 48" 111.0 74,0 CONCRETE AT HEAD & SILL. C 6 24' MAY BE INTO FILLED CMU AT JAMBS. 54" 195.0 131.6 24" 195.0 131.6 0 O M 60' 177.6 118.4 28" 169.1 112.8 I i t I CY& M 66" 161.5 107.654' 30' 157.9 105.2 r t i j C IL 4 A 72' 148.0 98.7 36" 131.6 87.7 t t t i I o 0~0 W. Q: f y� 0 78" 136.6 91.1 42" 112.875.2 t t ttr 84' 126.9 84.6 24" 177.6 118.4 t I t i 1 Z 2 v- 24" 195.0 195.0 60" 28' 152.2 101.5 28' 195.0 195.0 30" 142.1 94.7 11bmn 30' 195.0 195.0 36" 118.4 78.9 ' 36' 195.0 169.1 24" 195.0 134.5 m m 14 SMS X14 SMS 42 195.0 145.0 66" 28" 173.0 115.3 AT 6" FROM ENDS �w AT 6' FROM ENDSm Ln 48' 190.3 126.9 30' 161.5 107.6 24" O.C. MAX. AT JAMBS l�Vt i " 28- 24 O.C. MAX. AT JAMBS ri g 17' O.C. MAX. AT HEAD/SILL 17" O.C. MAX. AT HEAD/SILL 0) 54 i 69.1 112.8 24" 185.0 123.3 uj , N o , 60' 152.2 101.5 72" 28" 158.6 105.7 O I N 1 u� 66' 138.4 92.3 30" 148.0 98.7 U 0 72" 126.9 84.6 24' 170.8 113.8 2 -3 0 0 Ltt 11 4s S s z O �¢ 78' 117.1 78.1 78" 28" 146.4 97.6 \ to N Q t 84' 108.7 72.5 30' 136.6 81.1 minI • • � • �� ••••• 24" 195.0 195.084" 24" 190.3 126.9 a •• • ¢ •?�,N In to • 28" 195.0 195.0 28' 163.1 108.7 a 4 ° a' •••••• d • M •••i• 30" 195.0 189.4 26' 195.0 195.0 4 4 • �� ,�°. •••i.• M _j t • 36" 195.0 157.9 38-3/8- M " P •.•• iV ri U- •••• / 195.0 195.0 a ,r d. I Al/4 DIA. KWIK-CON/ULTRACON #14 SMS . • • 0 +� .••• f 42" 195.0 135.3 19-1/8' 50-5/8" 195.0 176,1 1-3/8' MIN. CONC. EMBED I 1-1/2' MIN. WOOD EM'8ED' w _ O:� •.., • • 3AT 6 FROM ENDS AND AT 6' FROM ENDS AW0•••• of 0' 48' 195.0 118.4 Q •••• 63" 195.0 141.5 2 1/2' MIN. 24" O.C. MAX. AT JAMBS 24" O.C. MAX. AT JAMOL.' tt%1 .•••• 54' 195.0105.2 7$-1/4' 180.1 120.1 EDGE DIST. 17' O.C. MAX. AT HEAD/SILL 1" LAIN. 17" D.C. MAX. AT HENJVJ.. • 60" 177.6 94.7 26" 195.0 195.0 ' ' ' •• 66" 161.5 86.1 38-3/8' 195.0 167.7 • • ' ' ' *age. 72' 148.0 78.9 26-1/2" 50-5/8' 190.6 127.1 INSTALLATION TYPE '5' INSTALLATION TYPE'6' ' ' ""' .. . . • 78" 136.6 72.963' 153.2 102.1 INTO MASONRY 28Y VIOOD BUCK OR WOOD STRUCTURES • y N 24" 195.0 195.0 74-1/4' 130.0 86.7 C N 0 28' 195.0 169.1 26" 195.0 177.2 TYPICAL INSTALLATION DETAIL o 30" 195.0 157.9 38-3/8" 135.1 120.1 s= a z 37" ON ALL FOUR SIDESIUSING ALUMINUM BUCK SYSTEM 36' 36" 195.0 131.6 50-5/8' 102.4 91.0 a o 0 42" 195.0 112.8 63" 82.3 73.1 z z 48" 185.0 98.7 26' 185.2 '123.4 53-1/8' 54" 164.4 87.7 38-3/8' 125.4 83.6 60" 148.0 78.9 DoH to n 24' 190.3 169.1 2.500 .845 0 0 o gi 28" 163.1 145.0 30' 152.2 135.3 .065- 845 .065 592 42" 36' 128.9 112.8 T- rn 42" 108.7 96.7 .562 ____1.5 Eagr. JACA AHk4AD PRODUCT g}-VISED 04 p o 48" 95.1 84.6 I FLA. PE 1 70592 as complying with the Ftoride I }�--1.436 C AA N3538 Building Code 08 o 54" 84.6 75.2 P 0 1i Acce tance Aa 125 .903 Ex i�ation Date G . S D N ALUMINUM BUCK OPTIONAL COVER By `f i' droving no. - Munni de Product Con a! 6063-T6 6063-T6 5 W99--04 w W99-04 , 7 of 7::)l , lul 37-1/4" 72" [� v DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 1 2 ANCHORS • QUANTITY CHART 6" MAX. 3• TYPE 'A', '8' OR 'C' 6 " " SEE CHART FOR QUANTITY ANCHOR TYPE 3 HEAD/SILL AT STILE ENDS HEAD/SILL 3 6 3' Z CORNERS A - CORNERS /� /4 SHIM ,4 '4• 4' 1 I t ► 3/8' 6 6 6 LG N 1/2' 7 0 7 - d 7 1L \- L_ (q / rr M I gIL �� IN o 4 t-4 -it O N }}--. xis i / E I u• LLzH= ' C9 n T n tj it I (9 e a t I f PRODUCt REVIRIE'D rJ _ o_ / NI li'i oo a LOCK OPTIONS I i p — s ! __ __ i • _ SEE SHEET 9 I to p) ^^^' bdd*06 Els f+lori0r t i ii I En t bin i In to Ln S � � 0LL, .x. N _ U a z 11 ii i i i z iSk. IES SENTINEL6 • I I I s A UMI YUM, i UT WING Dt�QR X11 SIDEIITES� •'• •Vi t •• • ACTIVE ACTIVE INAC • APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOOR%..... .}�M rt ••:• m 6 m — '� m WITH OR WITHOUT SIDELITES. 669:69 d Q -e- z gz B z z ZZ—J �• •66: SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. 6966 _.. tL a o: SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPAf�}T��S. R 23 1/2" v 23 1/2" 23 1/2" V p .. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES.�9:e e: ES 6 , ... D.L. OPG. 2 ANCHORS D.L. OPG. D.L. OPG. TYPE 'B' SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. 6041 Eli 6 p w 6666 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY••••• N AT STILE ENDS 9 6 TYPE 'B' FALSE MUNTINS • • • AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. 6a• ... TYPICAL ELEVATION • ` �L E ATI-OMS XX PRODtIOfiA BEENSIGNE AND: D Vit} COMPLY WITH•?HFA: • � � ; •• ERA- ( REQUIREMENTSOF THE CURRENT FLOPJt"UILOI =CODE�CCUD{NG:=NIGH VELflC1iY) • W HURRICANE.° UNE o DOOR OPTIONS 113Y OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o 5 N jr- ww TRANSFER LOADS TO THE STRUCTURE. ~ 033 U a U a bORS LOAD CAPACITY PSF DOORS LOAD CAPACITY -- PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS (SINGLE DOORS (Xl� DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. « z DOOR DIMS. LAM. or INSUL—LAM. POOR DIMS. LAM. or INSUL—LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT c L" :� � ��^A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IN70 WOOD ONLY. o35" t - (80 72" 35" - 96' 80 80 $MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO o NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. r� o I NOTE: Fngr: JAVAD AHMAD c •a o FLUSH BOLTS AND LOCKS MUST BE CML ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS FLA. PE # 70592 PERIODS OF HURRICANE WARNING. CA . 3538 a D.L.O. HEIGHT = FRAME HEIGHT — 12.875" a s NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 13.75" v u GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 25)/2 r �G 2.4i5 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSIOND�RJSI ELITES ARE RATED R IAR� AND">fifiALL MILE fMPA T W 13-.0 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED sheet 1 of 11 O I M 37-1/4- 72" ao 3 DOOR FRAME WIDTH DOOR FRAME WIDTH BEAD ANCHORS AT STILE ENDS Z 2 ANCHORS " QUANTITY CHART 0 , Y Q 6" MAX. 3" TYPE 'A', 'S' OR 'C' 6 3" 6" .3. SEE CHART FOR QUANTITY ANCHOR 'TYPE g '�d I HEAD/SILL AT STILE ENDS HEAD/SILL CORNERS CORNERS SHIM 'A' 'g' 'C' O o 4 4 4 t� 3/8" 6 6 6 19 1/2' 7 7 - C N I I I � G rmi d M JL -0 p-O t 00 0° aEt ' I w ao op LOCK OPTIONS x _ p / / 1 x z p / SEE SHEET 9!6 w N ( -_ - I N -mO CO Go a = It Obi bi �► II l.S ti 0 II 9 w m to !2 log In O W I I �R4DlIC!'R>~YlSED 0 a "empty"with the lyorw II I I / I Code N a i i ; I I Aeeept..ce Ne 1 - Aof 'a totoI Oak .. . I1 I I I al if `tz • •• ®.�' �• ••i• ACTIVE likACTIVE — INA E Z z • •.•• Coat�+ei.•.. • iii � . X • (fb ' •tS o a x � m �gC mE B W Q • • w •••••• •� • ••• a • • • Va -J0�p •• •• (� .- •••• 23 1/2" `O U 1 23 1/2" 23 1/2" :••:•: .' • • • • • •••• D.L. OPG. 2 ANCHORS D.L. OPG. D.L. OPG. S o • TYPE 'S' • • . • AT STILE ENDS 4 ANCHORS SURFACE APPLIED • • • • •••• TYPE 'g' FALSE MUNTINS " • ' ' z AT STILE ENDS MAY BE USED • c0i TYPICAL ELEVATION FOR 3 HINGE DO-0 TYPICAL ELEVATION FOR 3 HINGE DOOR oEiow it � tS t X—) ( XX ) ff V0. a NOTE: SEE SHEET 1 FOR DOOR CAPACITIES (� O N O [010 c s 'b' Ca mcg e :2 •_ Engr JAVAU AHMAD r y t o CML FLA. PE t 70592 CAN. 538 0 5f s5' vLu v t drawing no. W 13-01 A 0 5 2015 sheet 2 of 11 144" MAX. �U v o 37 1/8" 36" 72" 36" I SIDELITE WIDTH SIDELITE WIDTH DOOR FRAM£ WIDTH SEE CHART FOR QUANTITY SIDELITE WIDT O BRAD ANCHORS 6" MAX. 6" MAX. 3" 6" 3" AT STILE & MULLION ENDS a HEAD/SILL HEAD/SILL " rr 0. CORNERS F CORNERS A - � QUANTITYNCH TYPE r o { t i ► SHIM 'A' 'B' 'C' U 1/4- 4 4 4 ,t /I N 3/8" 6 6 6 O 1/2" 7 7 11�_ -- --- p a a H H H ° aa w a / LOCK ONS r ��l� n i FASTENERS SAME LOCATIONS o z o SEE 9 1 0 AS ANCHORS SHOWN ON 240 W M _j / t0 W M / .// - , ==== F- _= SHEETS 1 & 2 °° D rn °° d a0 I vi oNi u I I Ln in o I i u II O O w of 5 C-4 cp POGO II II •� I I 11ofGS N I I • ACTIVE INACTNE ... G e + ••• > ( .Gees. to 3:-j •Geese • • in az _..ate ..' 31 1/8 31 1/8 23 1 2" 23 1 2" 31 1 8" o • • b Q / / / U e• •. Af V ••• D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. •• • i • DESIGN LOAD CAPACITY - PSF SURFACE APPLIED . • • "' SIOEUTE 4 ANCHORS • • s TYPE 'B' FALSE MUNTINS SIDELITE FRAME STATIONARY PANEL {0} TYPICAL ELEVATION MAY 6E USED •• • + • TYPICAL ELEVA IOC! AT STILE AND (SEE NOTE BELOW) WIDTH HEIGHTMULLION ENDS O OXXO � a tn INCHES INCHES EXT.(+) INT.(-} { ) 1AOfJUG1 REVISED o N ` W 24 80.0 80.0 SIDELITE OPTIONS PI*8 w{tb The Flo" - o o � w 30 80.0 80.0 Mewing Cody ~ 80.0 80 33 .0 84 Acrtptwt No I Ll -I O js.0 u a a Abe Defe___� N o 36 80.0 80.0 I � e' 37-1/8 77.6 77.5 r deet EiW& l 39 73.8 73.8 in n ' •, 42 1 68.6 68.6SIDELITE D.L.O. D1MS. p v S a ui 24 80.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT - 12.875" o 30 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY c a m v 0 33 90 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 36 M O 1 80.0 80.0 £ngr JAVAO AHMAO � � o 37-1/8 77.6 77.6 . CML O e N 39 73.8 73.8 FLA. N # 38 c 24 80.0 80.0 r CA . 3538 y a_I a 30 80.0 80.0 S -ii u 33 96 80.0 80.0 �`� M5 drawing no. 36 80.0 80.0 W 13-01 37-1/8 , 77.6 77.6 sheet 1 of 11 DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR �� v _ DOOR SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME SIDELITE LEAF FRAME SIDELITE TO DOOR biULT10N WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH 0I WIDTH WIDTH HEIGHT (SEE NOTE BELOW) -� r INCHES INCHES INCHES EXT.(+) INT.(-) O J 24 80.0 80.0 \ 30 80.0 80.0 !r 33 35 84 80.0 80.0 iiifK dN 0 LT o 36 80.0 80.0 J J 37-1/8 77.6 77.6 \ J 39 73.8 73.8 \ \ \ / thj 42 68.6 68.6 v o\ \ \ / M 24 80.0 80.0 O j Q d 3d 80.0 80.0 -_• �_� 31-_ y ~_- 33 35 90 80.0 80.0 XO ( OXO ) ( XOX a ) OX O 36 80.0 80.0 LL �N� g 37-1/8 77'6 77'6 SIDELITEDOOR FRAME,,_, SIDELITE DOOR FRAME SIDELITE J p 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH 24 80.0 80.0 Q �u 30 35 96 80.0 80.0 \ Vl W 36 r77.6 d.0 80.0 z c9 ! / i% 37-1/8 77.6 W C9 s OO W rc, MULLION t X O DOOR STILE ( OXXO ) . . II J n. END ANCHORS l END ANCHORS �..' ; 8 j, M 10000 O SEE SHEET 3 SEE SHEET 1 MWDIICi'REYTSfrD �AS'r • •'0'*al�ftwith the F7orW 2•Z J •... bWhWCode �••••AMPINKC N!-Li- so 000:• >7•wnvtm Doted A 1 l 9.••• l Q p- ••• ��K ..-+ ••• WU!�►!t IvdnN Co�frei � 64 •••• .••.•• • • • • • LEAF WIDTH -.0. OGG. • . SIDELITE WIDTH DOOR FRAME WIDTH ail • • SINGLE (X) 37" MAX. ' DOUBLE (XX) 72" MAX. o w W W K A � W SIDELITE TO DOOR v N a 00 INSTRUCTIQNS: NOTE: 0 N .o_ ooN .. B USE CHARTS AS FOLLOWS. GLASS CAPACITIES ON THIS SHEET ARE �, o go BASED ON ASTM E1300-09 (3 SEC. GUSTS) a °cam „ 4 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION TABLES ON SHEET 1• DECLARATORY STATEMENT DCA05-DEC-219 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Engr JAYAD AHMAd n o CAPACITY FROM TABLE ABOVE. 9• CIVIL 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY FIA PE 70592 c TO ENTIRE SYSTEM. CAN 538 LZo o` v cY )rl _ drawing no. M--01 sheet A of 11 O M � z H � a 90 go 0 a v C epi 3/16 TEMPERED GLASS 0 ��a 3/8" AIR SPACE LL M� 3/16" ANN. GLASS 3/16" HEAT STREN'0 GLASS 3/16„ ANNEALED GLASS J 310 075" Soflex CP With PET Core .075" Soflex CP With PET Core .075" Saflex CP With PET Core Q By 'Eastman Chemical Co: By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090" Soflex Clear And Color Glass .090„ Saflex Clear And Color Glass .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' vli rn INTERLAYERS iMERtAYERS INTERLAYERS �n 090" Kuraroy SentryGlas .090" Kuroray SentryGlas .090" Kuroroy SentryGlas tO By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' .090" Kuraray Butacite PVB .090" Kuraray Butocits PVB .090" Kuraray Butacite PVB a V) By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' 8 x z O 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS0 w 3/16 HEAT STREN'D GLASS in W SILICONE SILICONE SILICONE (41DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 Mom P IIEVISM � � 2 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 as"2000 /with the Flamm �• V9r ami x GE-1200 z GE-1200 GE-1200 MriiayCode 0 • cam, .f\I _ i \ z r M 0000 sn 14 i I� it \ rA�ta'PV+ue Nu - �z • Q t+� • 14 I I e in ♦ II 1 I fCn "It z' 2• -JLL- _• 0000 l �. M • • M I Il M Ij 11 \ M / 1 11� O - M• 090•• r i. I I , t7 I II II �"b11E1Si O • 0000 t( I• I •0• o , l ' ' S o I j XL EDGE SPACER 0.00•• 0.00 0 it \ / o \ T. STEEL BY CARDINAL :90066 • • a: W / w OR • DURASEAL BY 'QUANEX' • • • • • w • 60:0 / : ••• K • • SUPER SPACER BY 'QUANEX' •• • 0 boolb 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS0 f5 G N N (7 16 LAM. '� 7/16" LAM. GLASS 1 ERALL SUL. LAML.' tWr GLA$S L a GLAZING OPTIONS C p 0 N O to- N dS3 � C4 m c> o M1 Engr: JAVAD Alih%D CIVIL FLA. P # 70592 c C A 3538 1 52015 drawing no. W13-01 rchoia+ A of „ EDGE DIST. TYPICAL ANCHORS , EDGE DIST. _ 18Y WOOD BUCK OR WOOD BUCK v SEE ELEVATIONS SEE OTE SHEET 1 d WOOD STRUCTURE o FOR SPACING °CflNCFtFiTE a a METAL +, +•s +.• e p .d... '' a a .. a• < SEE NOTE SHEEP 1 'STRUCTURE M y.� p a i LEDGE EDGE DIST. •u.`" o A CONCRETE •a •n . r ••t.t. b + + + C • •.. O Z ADD 0.. � a 0 z v 0 0 I O 2 2 I4 Ito2a �\ h w 211 '•- o O i t i t 12 J J 6 TYPICAL ANCHORS � p TYPICAL ANCHORS TYPICAL ANCHORS J SEE ELEVATIONS QI FOR SPACINGSEE SEE ELEVATIONS FOR SPACING Q 4 Q 11 - I I FOR SPACING G . r I I I I I ... r— ----------- —iI 11 I I I I MIAMI-DADE COUNTY APPROVED I I a w G I I 1 1 I I CLIPPED MULLION I LL ? g �J -- WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II SEE SEPARATE NOA i� D!ll 0122 1 s MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q AND TRANSFER THEM TO THE BUILDING STRUCTURE. --�---- - 11 I� ^ N i 2s (TYPICAL W6RS sEE ELEV. FOR SPACING o `? 1 TYPICAL ANCHORS SEE ELEVATIONS 28Y.WOOD DUCKS OR WOOCt STR � FOR SPACING z 0 2 : N: PETRAt[OT�t iNTOWOODIEAD/IAMBS' pa r �2_ U 1 BY-BUCKS INTO CONC. Y 0 am 0 II I} CV o _ 4 IN. EMBED 1NTC2 CONCRETE 511:1 �• � W 4 ( E ED INTO CONC. OR iA50NR (JAM1 S •• n .... w W I I. (VAIN. LENMj[:jj — lL I� �� •••••• 005 •••: �� It IRECT ' INTO ONC =3R MASONRY CONCRETE:: HEAD SILL •••• o"� ••• MIN. E BED`� : 0 CONC. OR..MASONRY (JABS: ••• 11 if •• •• • •••- IRODIIC f REVISE►..••• • II 11 25 TYPE 'C'- 1/4" DIA, T£KS OR SELF DRILLING SCREWS (GRADE 5 CRS) fteIlyinwlff,1164I rale; •- li INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. wNa( _ • �• INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I! �Due y • $ ; .. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) o W W 6 i i i i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i t I i V a a I I 1 1a 1 1 1 t (TYPICAL`EDGE DISTAN_Q_E W ix m w v�^`� ETE;AND MAS Y � L2-1/2': MII+I © r ��®; r (INTO WOaO STRiURE)® 1" MIN M a RR I ! (INTO META; STR URE ® 3�� IN cw � ^ I ! 11 2000 I I I I 2i i2 WOOD AT HEAD OR JAMBS SG 0.55 MIN. l o @\ 3 1 1 I I L„ 1 I I t i3 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. v) C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. ro r ANCHORS MAY BE HEX OR FLAT HEAD. Engr: JAVAD AHMAD/Nm C L FIA FN 711592 O M o v I ° o CAN. 538 e CONCI=T£ • : o a ': n. _ a• ' SEALANTS: �+ TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. 201` drawing no. FOR SPACING DOOR DETAILS wi 3-01 3hppt A Af ITll U O 3/8" MAX. C D 3/8" MAX. SHIM o o SHIM Z 2 18Y WOOD BUCK -� F SEE NOTE SHEET 1 f a ACTIVE LEAFC F v ¢ TYPICAL ANCHORS 21 TYPICAL ANCHORS SEE ELEV. �• �j SEE ELEV. a FOR SPACING FOR SPACING . .: 0 'd' rlrl � N �a W o 27 I � z � 23 7 15 7 16 ' -. TilObl}C f REVISED ��` •• O.L. OPG. ..emplus witY eiK IFbrii� 25 26 IMi/ios c"s. cew METAL 25A 25B EXTERIOR A „s;; -'!slit STRUCTURE LEAF WIDTH 3 POINT LOCK r WITH DEAD BOLT DOOR FRAME WIDTH SEE SHEEP 9 p Coebrd Enrn o Z 0 t7 3/8" MAX. ' 0 SHIM 3/8 MAX.• : - -n rn /SHIM, 3 POINT LOCK 2BY WOOD BUCK WITH DEAD BOLT � 9:%',SEE SHEET 9 WOOD OR0 'f `r r> ••••• CONCRETE • SEE NOTE SHEET 2 FLUSH BOLT ' w �'e" in O) OR ' ` ••• Z .7a�'k f• MASONRY ACTIVE LEAF INACTIVE LEAF •• :•. , O o f•f•• 16 ••• Q-.. TYPICAL ANCHORS ' . 22 24 •••.f U b m 0 SEE ELEV..' 19 a •f••s f (n "' FOR SPACING.. ' •• 4 ••••i• • Pri • z • W , A C w 0 15 '+ ` 7 TYPICAL ANCHORS u a g _ - � D.L. OPG. � 7 SEE ELEV. 19 O.L. OPG. FOR SPACING EXTERIOR LEAF WIDTH LEAF WIDTH r � � � �; DOOR FRAME WIDTH w '59 m c 0 0 d 0 Q [0 U O M 0 Engr. JAVAD AHMAD o CML FIA. PE # 70592 o n CAN/,3536 + m k A drawing no. �. DOOR DETAILS 0 5 2.015 W13-01 sheet 7 of 1:10, �u TYPICAL ANCHORS v SEE ELEVATIONS o FOR SPACING :• .:►EDGE°DIST." . a Wkffl Tt . :o.CO14CRETEt, Z J . F g a Z IL 90v U a � a U. � q 0 � a S V � 12 0 0 W R a t 3 0 Uk g 0 4 Ix 3 Q 0 J0 I I- I I� � N 26 vi rn I 3j8 WAX.. Qj I 11 5HlIa1 ° MATING JAMB FASTENERS t i I 1 5 2 FOR LOCATIONS �! CONCRETE: t7 18 EE DOOR JAMB SPACINGON `� I in OR o I II MASONRY ' z OO W 111*11 4 cV O w a a: W . W • • • m N X j Ij w ° 4p a — — — — — — — __ — ——— — 9.9:9• � •�_ 9P J V" , 00010 W 6 0 900.60 pN ' !I jl W a •.� •9900• Zn �p 0006 w •500 { i 4 6006 V 0 I I 900000 � I' a 2s T EXERIOR •�•� II .699 II II D.L. OPG. LEAF WIDTH •••••• • j II • • • • ' • • I 9si99 !! II SIDELITE WIDTH DOOR FRAME WIDTH : 6•. u • I 2b II 1 37° MAX. SINGLE (X) 99 • • 72° MAX. DOUBLE (XX) •0 m I! I! FRAME WIDTH o o u TYPICAL ANCHORS 4° LONG 1001 z a SEE ELEV. LAPPLY SEALANT PRODUCrREMCo 10 3 FOR SPACING BEFORE MATING 84"aM= _Wift the pWW66 Atttptesee No/ —0/S-0 v slhWin Dote a v qc NOTE: LIMIT SHIM TO METAL. STRUCTURE AT JAMBS TO 3/8° Wad J� t+alMcf C H c a m u o 12 - N Engr: JAVAO AHMAD CML o FLIT PE 70592 \ CA.N. 538 0 �S. a � � s EONCRtTE. I ,� d a s . )) i � u ' ' •a'' ° ( EDGE DIST. TYPICAL ANCHORS drawing no.�1 3-01_O SEE ELEVATIONS FOR SPACING SIDELITE DETAILS sheet 8 of 11 ' y�V OF MATERIALS MEXTRUSIONSBILL MISCELLANEOUS z $ ITEM # PART No. DESCRIPTION MATERIAL MANUF. REMARKS ITEM #1 CODE I PART Na DESCRIPTION MATERIAL MANUF. REMARKS 0 1 CGI-189 FRMAE HEAD AND SILL 6063-T6 CGT EXTRUDER 21 NIB XC-1947 FRAM GASKET FOAM AMESBURY OR EQUIV N Q_ 2 C6I-190 FRAME JAMB 6063-76 CGE EXTRUDER 22 96 32084 ,350 FOAM GASKET FOAM AMESBURY OR EQUIV O 0 3 CGI-196 SIDELITE HEAD AND SILL 6063-76 CGI EXTRUDER 23 M5 W33321NG .187 x.320 WEATHERSTRIP PILE V/ CENTER FIN WOOL ULTRAFAB OR EQUIV 4 CGI-197 FREE STANDING SIDELITE JANE 6063-T6 CGS EXTRUDER 24 H8 W3332ING J87 X .500 HIGH PILE V'STRIPPING WOOL V/FIN ULTRAFAB OR EQUIV 5 CGI-198 MATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 M9 CH-108-D HINGE (4 1/2' X 4') ALUNiNUM CGI-CUSTON fil x AK16N) Q 8 d• 6 CGI-193 PANEL TOP AND BOTTOM RAIL 6063-16. CGI EXTRUDER 25A M10 AM-US32D HINGE(4 1/2' X 4') BRASS HAG£R �T�T-�' 7 CGI-194 PANEL VERTICAL STILE 6063-76 CGI EXTRUDER 253 Nil AB800-US3 HINGE (4 1/2'X 4') S/S HAGER fIZ-1 x/ 19) C M g 9 CGI-199 SHEAR BLACK 6063-T6 CGI EXTRUDER 26 M4 CGI-382V GLAZING BEAD BULB VINYL CGI-CUSION Q p 12 CGI-191 FRAME HEAD AND SILL CREW COVER 6063-T5 CGI EXTRUDER 27 N7 3/8'-16 FULLY THREADED ROD- SECURED WITH 3/8' HEX NUT ZINC PLATED 0 N�N Ono R 13 CGT-192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER 28 - SETTING BLOCK (2 PER LITE) EPD14 DURONETER 80#5 SHORE A Q W G 14 CGI-121 7/16'GLASS GLAZING BEAD 6063-TS CGI EXTRUDER LLZN 14A CGI-123 V GLASS GLAZING HEAD 6063-T5 CGI EXTRUDER 15 CGI-200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED a 16 CGI-195 ASTRAGAL 6063-T5 CGI EXTRUDER r.. 17 CGI-508 I SCREW COVER 6063-75 CGI EXTRUDER ui ami LOCKING HARDWARE J M •� W PART Na DESCRIPTION MATERIAL MANUF. REMARKS CGI-4503PL 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) CGT-CUSTOM USED BY ALL OPTIONS o o M CGI-1204 FLUSHBMT ASSEMBLY (INACTIVE LEAF) CGH:USIOH USED BY ALL OPTIONS a 0 Lu OPTION 1 5455 PASS I ACTIVE LEVER (ACTIVE LEAF) BALDWIN UZ 5455 FD DUMMY LEVER (INACTIVE LEAF) BALDWIN OPTIONAL A N 6231 DEADHOLT (ACTIVE LEAF) BALDWIN N o OPTION 2 1 JB60 DEADBOLT (ACTIVE LEAF) DEXTER BY SCM. (A ~ JIG TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCM. .� to J10 IOR605 DUMMY LEVER(INACTIVE LEAF) DEXTER BY SCH. I1P71ONAL � •.� z •g.Z� —, •�. +n •• • - • OPTION 3 DB2410 DEADB[0_T (ACTIVE LEAF) COPPER CREEK �ft�1lC t REVISLb ��• v, •�[7G� wlfA!beo _ + BL2220 ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK IiddipB Inde �• pv�p,� {,� o a • BL2290 DUMMY LEVER(INACTIVE LEAF) COPPER CREEK OPI1ONAl AKegNK No Q U th*sofift Dote .. N �c4. SCREWS ITEM # PART No. DESCRIPTION REMARKS •0*• i • c « N ;E • •• ig 1e # 14 X 3/4' HEX HEAD TEKS - MULLION ATTACHMENT ac 19 # 6 X 1/2' PAN HEAD SMS - ASTRAGAL ATTACHMENT 12' FROM ENDS y a 20 # 10 X 11/4' PH SMS - ASSEMBLY 3 PER CORNER n p O . 99 2 4 m U D n Engr: JAVAD 14iMAD o CML FIA. PE t 70592 a M CAN. 536 o d .$ $ Es u 015 drawing no. W13-01 sheet 9 of 11 U I M r Z Bolt — 0 a Assembly Bolt Assembly F aI CL 0 00 Linkage Assy. o Mage Assy. d ti p Ij 0 Rod Rod W ? 1 1/2" Bolt �— Housing 0 o $10 x 3/V PH SMS 1 0) Flushbolt �j lip (!1 of0 0 Connection Wheel �Wheelon o w /�� -�ti C indere�eadboll - Keyed � N rr i 0 Y1 __ Cylinder Deadbolt Assy. �8 x l/2' PH MS I �y - Tailpiece '0' M M i� /RODUCrRE'VISE!)••�'�; d •ZZ 2Z ••�• as empty with the Fbi W � •�? � o �• r - bw1w8 Cade. p Keyed Aetept"a Na - A •�•� • Cylinder mb*ndm Dstt 01 �� •"' t( il • Tailpiece Vi lt� •••• w M. •• Flushbalt Activator 11 eaVd . • •: • •• Wheel Clips o •••••• •• Wheel Clips o i • i w • ••i• TOP SECTION SHOWN � � a N ai (BOTTOM SIMILAR) • yam . .•. t ® O u I I Flushbolts (inactive Panel a; Z Z Top& Bottom i til n_ 2 O O_ I o y 11!- u 0 a v o a 00 Engr: JAVAD AHMAD CIVIL, FLA. PE 7 2 o ei CA.N. 53 v° d $ r3 4 5 drawing no. CGI CUSTOM W 13-01 3—POINT LOCK y 3.825 1.788 r 125 062 1.625 I 754 100 1.590 .080 I 1.587-.4 4.495 ~ 0. a 5.5000 00 v 1 12 FRAME COVER u Q DOOR FRAME HEAD/SILL C ti 3.8251.587 c QQ 8rff�T r Q 0.Q C 1.4100 .63 1.625 .062 P2.2.452 1.625 O TOP & BOTTOM RAIL 5.500 13 SILL COVER 6.438 '080 a .075 I v pMj .465 1.828 1.440 a o � .075 1.X63 4.495 o � _ 7U} 1.755 � HINGE & LOCK STILE • a3:: cM '01 SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER *z •.�• �ji- Ic 326 .135 .••. Ca •••. ••• 805 .070 x.245 .625 1.500 .185 r 0DUp REVISEd.•••. • • :•.• l `� as CW. �Wa�No • ' '• k-1.622ON 1.064 Mj►�Nw tt • � 2 N • •:• O15 1M�yrr� III •� a � d 18 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE rodretCerwf U M 1.810 3.005 -�j .675 a z 1.125 2.000 �{ 1 1.061 ` I Y .995` OSb c41oN ' o .120 0 1.462 ,090 DO .250 1 •5 '� S o 0 .080 .080 1.184 fes- cam o 0 14 4.000 4.000 075 .120 4.000 GLASS STOP (IAM. GLASS) n i� Engc JAVAD AHMAD u a_ .500 •125 .070 CML 505 120 FIA. PE 70592 ro 120 2.388 1.465 1.465 CAN. 38 K h a 420 .995 .050 v o 1.225 -X1.870 A 7.01!1 drawing no. 1.184 o a o 14 �� 3-0� DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 1[)of 11 U � 20 20 � v o 20 ASSEMBLY FASTENERS TO BE INSTALLED 3 ASSEMBLY FASTENERS TO BE INSTALLED / PRIOR TO JOINING MATING JAMBS / Z aD PRIOR TO JOINING MATING JAMS /- 4 2 a- IL � Y� C 3 ILi C t / / I cy 1 1 C o 0 zR– o x(� j I 1 HOLE CAP I ACCESS HOLE IS T MATING JAMBI O W aFASTENERS 1 5 5 I Z SEE SHEET 8 FOR DETAIL I- N to SIDELITE JAMB CORNER SiDELITE MATING JAMB -CORNER •• as •• l DOOR FRAME TOP &- BOTTOM CORNER TOP & BOTTOM 7OP & BOLTO02 ` "• 600••0FD�_ o � Q � 15 ••• 0060 r • 6666 •f • 6060•• • •• yyy�� • I P � N � • • � N_ m • • 111511 1� •• • � � � � • • gig ig U 414 N z z MM 1!� W) 0 27 N c < mc> o Engr. JAVAD AHMAD CML FLA. PE # 7 592 0l CAN. 35.1 Lj �I r4JULi � 0 .. 0 drawing no. LEAF TOP TOP &BOTTOM CORNE�CORNE� Wl3-01 sheet 11 of 11 2.075 Z085 VENT MEMBER ,100 CGI-3871G t °► .r .768 TYP. .835 � FRAME MEMBER Z o ` CGI-373 O 1.307 D 1.510 0 J 2.965 2,215 L 1,625 g .080 TYP. 625 - - 1 O 0 .798 L 21000 - d 1.000 a FRAME 1 - - I FRAME MEMBER Op CGI-386 V a Q c9 FRAME 6063-T6 3.000 cQ CGI-373 © �1•a 6063-76 1% O.O lu 2.215 FRAME MEMBER 160 4'000 CGI-373 .Ld 13 N 1 a d Q �� .715 1.500 l VENT MEMBER .100 •875 1.000 �t 2.000 3,000 .000 CGI-387 ALL MULLIONS: 6063-T6 ALLOY, 1/8" TYP. WALL THICKNESStn .750 � i.875 1257 AmG"itVlid� AME MW 1'625M�M-COTTANQ ORIZO VE RTIQM p Ln 0 VE SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING w LIIn CGI-387 1 X 4 X 1/8" Q 0 w 6063-T6 1 X 2 X 1/8" 1 X 3 X 1/8° TUBE MULLION 0 ti 4.000J TUBE MULLION TUBE MULLION z v> 250" TYP. WOW. FRAME WOW. FRAME WOW. FRAME >~Q w SO HOLE W F N M I M 2.215 w a 3:_j 160 Z Z Z L`- u r • Q�Q v •••�• `UMINUM ;BE UL ID E 1,500 Ix IN^4 SxIN^3 Ix IN^4 Sx IN^3 Ix IN"4 Sx I•100 875T 1.116 ase 1.734 1.1ss 2.821 1.4 . .... Mitt�' USE WITH: 3 1— FRAMING MEMBER #373 .... Mitt' � ° 2— FRAMING MEMBER #386 + 387 INSTRUCTIONS: 3— FRAMING MEMBER #386 + 387IG USE CHARTS AND GRAPHS AS FOLLOWS. •••••• 8 • 1.865LALSO ANY COMBINATIONS OF ABOVE. a 0 p q v o •••:• N' STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 VENT FOR PARTICULAR OPENING. : • v a • NOTES: • CGI-387IGSTEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER I 6063-T6 B DES"ED AND TESTED TO COMPLY WITH TH„ PRODUCT APPROVAL. QUIREMENTS OF THE FLORA:BUILDING CODE 114 ii USING GRAPHS ON SHEET 2 & 3 SELECT MULLION SIZE IiURRICANE ZONE HVH__),f S.,�R WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. c v e e ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE o 0 IV o 0 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER USING GRAPHS ON SHEET 2.1 & 3.1 VERIFY ANCHOR CAPACITY N10 o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDIN STEP 1 ABOVE. 8 a' c i 0 0 w k 0 `W' DIMENSION !2g WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. STEP 5 CAPACITY OF CGI GLAZING PRODUCTS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. to m MULLION 'W' - 1N. 2.000 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT JAVAD AHMAD 2" 1,688 TO WE £ MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). Engr: CML PRODUCTRIEVISED 04 .1 3" 2.688 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN 1N THESE DETAILS A 70592 as wmNlying wilh the Florida .1- Ll ARE NOT PART OF THIS APPROVAL. 38 Building Code 15�2a O r 4" 3.688 I Acceptance l�Io ;; m +w--- A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. P,x "ration Dale �� o 2.000 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO �1� By CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Miami deliroduci drawing no. MULLION CLIA OF THE FLORIDA BLDG. CODE. M95-13 6063-T3-T U6 6063-T6 CGIMULLION P THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT sheet 1 of 511 MULLION LOAQ..CHART MULLION LOAD CHART MULLION LOAD CHART V "' 1 x 2 TUBE MULL 1 x 3 TUBE MULL 54" 1 x 4 TUBE MULL 19 M1X2-2 M1X3-2 � M1X4-2 j C\J N N Z O H-5/8 MULL SPAN 0 00 11- O 4 : -163" MULL SPAN IL 09 .� P ANr U) a a � o IN Lq 7Z" MULL SPAN e} i d Q Q d a a� JNJN z'' 0 �a 0H - H 4 �y.01 W N 3" MU L SPA W 2" W 84" �{. z N- -� S a aHEg a) a) N Of mp .0 4" N J M a tn to 6.. m 120.. t5 4" to Ir 20 25 30 35 Ofd 45 50 55 20 25 30 35 40 45 50 S5 20 25 30 35 Ofd 45 50 55 Z 0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES N w z to O 2N o F- h rn CONSULT CORRESPONDING NOA N FOR WINDOW ANCHOR LOCATIONS w Q3:J � Z ZZLL- i CUP 0 v ANCHORS HORIZONTAL MULLION � ••• , Zkl;•• g CA r g •• • VERTICAL GLAZING ' • • •• MULLION PRODUCT •• g • • � 00 Z %` / •.•.•• D U N W of GLAZING GLAZING 3a : • ; tmm' 10- • .•.. PRODUCT PRODUCT D m CLIP • • o r 5 GLAZING ANCHORS •s•• •••• PRODUCT ' • MULLION CHARTS r ON THIS SHEET APPLY TO ° 0 N o ^o MULLION CONDITIONS SHOWN ON > p W LL C7 -\,CLIP MULLION ELEVATIONS AT LEFT ONLY. ` C ANCHORS SPAN toil e 01 W1 W2 EngrJAVAD AHMAD toCIVIL Q PRODUCT REVISED FLA. PE 70592 ns complying with the Florida C.A. 3538 Building Code Acceptance NO- o4 Q f 01i nati jr TRIBUTARY WIDTH = Wt + W2 L,TI iratlon Date LU l7 2 drawing no. By p�oductE M95-13 TYPICAL MULLION ARRANGEMENTS Ju 20 sheet 2 of 5 n CHOR LOAO�C ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART V 2 ANCHORS AT MULLION ENDS 2 ANCHORS AT MULUON ENDS QI 2 ANCHORS AT MULLION ENDS 2 ANCHORS AT MULLION ENDS Ln is1 ANCHORS ' sl 9-5/8 ANCHORS 'BH' ANCHORS 'BF' CV JI A25 N 82HOLLou N 82FILLE0 0 Z9 Z:Z 54 61 CO aH 4 p ,D .o m LL LL-f ILL .� %0 U) C a ZRa 0 � 3' 0 � 0a 1 •' p M 0 Im 073 4" p Q 0 JL .( !� J� J Om �hC '� 9-s/e ''ro C 2" M LL z� z'4 ♦'Y3 cn N tg Ham` 54 >0t LL W � � W m lil W to J 4 ' 0 198" ❑ O'-' 72" 63' MULL S AN m 72" � W 129 63' MULL S AN �. m cv � ml 0 .0 b" %0 ANCHORS '8' i ¢ � 221 25 zi 30 35 Ofd 45 Sid 55 20 25 30 35 40 45 521 55 20 25 30 35 421 45 50 55 20 25 3(d 35 40 45 5�d 55 Z O t] TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES N 0 W 11 Z N o _0 $ CONSULT CORRESPONDING NOA w 0 s a FOR WINDOW ANCHOR LOCATIONS Z Z Z L- N f LIP . . 3 t�i C A ...�. ANCHORS HORIZONTAL • • (�j ¢4Q . MULLION •••••• ...i. •.... ANCHORS 'A' .... . APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS •••• .... VERTICAL ...... ANCHORS 'B' MULLION GLAZING .i..� PRODUCT .. .. .�.�� APPLICABLE TO ANCHORS INTO CONCRETE OR METAL 'r 0"0': c • •� ANCHORS 'BH' z ••••• GLAZING GLAZING Oz • • • • • APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS PRODUCT PRODUCT n�i CUP '••' : v• W ••••; ANCHORS BF ANCHORS � GLAZING APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS PRODUCT ANCHOR CHARTS La a7 n ON THIS SHEET APPLY TO MULLION CONDITIONS SHOWN ON ;v ELEVATIONS AT LEFT ONLY. CUP MULLION e ANCHORS SPAN Engr. JAVAD AHMAD o W1 W2 PRODUCT REV I SED CIVIL as complying with the Florida JFLALE, 70592 >3wlding Code 538 ince;ptuttce NojS-0400, _ TRIBUTARY WIDTH = W1 + W2 %tm,4i2apiti, ion Dat Lu o` u 2 drawing no. ado!'ro set corttr 7 2015 M95-13 TYPICAL MULLION ARRANGEMENTS sheet 2.1of 5 TRANSOM MULL LOAD CHART m TRANSOM MULL LOAD CHART est TRANSOM MULL. LOAD CHART t2 (V 1x2 TRANSOM MULL IU 1x3 TRANSOM MULL N ix4 TRANSOM MULL TiX2-1 TiX3-1 T1X4-1 D' Om' t9 z Z 38-1/4" g r 0 '4 53" MULL SPA A a- 0. 'i d� t] 0 '� 53 ULL SPAN Q60" a N _1 8-1/4" M LL SPAN _j 0 M 0 Q Q �, a z � z,i z 0 `� rt U) Ht51 a+ OC G N W'Ln QIm W - L4Wffl -t" ❑ � 6Pf" O OLa m U 3" 74" m 0" cq u► .i J rI 30 40 so 60 70 80 30 40 50 60 70 80 30 40 50 60 70 80 z O TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES <Q Ld z �n O •� =N o CONSULT CORRESPONDING NOA Q H N FOR WINDOW ANCHOR LOCATIONS < 3: N— `D ARCHES TO BE INSCRIBED Jr7 ,� INSIDE RECTANGULAR SHAPE W a ?.- _ � HORIZONTAL z Z z LL- n MULLION M r • • � e,4.�� 960.00 999:9 GLAZING * 6••6• fi • • ••••0 PRODUCT �` •6•• • 9999 ! 00.90• .g �j •i•.• • 6 • . Ci 2 •• .• •C3 a d 000.0 I .06.6. p 6 0 • • 00 • . .9.• VCUP • • • • � o a 9009• CLIP ANCHORS • '• ANCHORS ® c N GLAZING GLAZING r2- I's MULLION CHARTS o N PRODUCT PRODUCT o ^ g c ON THIS SHEET APPLY TO > HORIZONTAL MULLION AND IT'S C O m 4 0 END ANCHORS ONLY. Engr: JAVAD AHMAD v> o f MULLION SPANCmI. PRO `j DUCT REVISED FLA. 70592 as comPlying Willi the Tlorlds • 1"'o C 538 Building Cotte J � 7 3 Acceplance No T 'Od2o.t7 ti TRIBUTARY WIDTH = W1 + W2 Ea irationDate 2 By drawing no. -TYPICAL MULLION ARRANGEMENTS Miami ade Product nlr LM95-13 2015 sheet 3 of 5 ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART V 2 ANCHORS AT MULLION ENDS m 2 ANCHORS AT MULLION ENDS 2 ANCHORS AT MULLION ENDS � �s .� 2 ANCHORS AT MULLION ENDS s1 N ANCHORS 'A' a ANCHORS 'e' ANCHORS '8H" O1 C25 814R ANCHORS 'BF' til 8-1 4" N 02H01LOY 02FILLED 0` ry m m m lr S-1 4- pLL ta e �i (j)Ln NLn A N 8-1 4" X51 a D- Q a"� d ❑� '� 0 MILL ❑ Q O C a J 3" o ❑� a� a -ltv z-46- -� ❑Jm p 'at. WL SAN Wm Ul NW WE-5PAN � Z�= b ❑ t3 0` p i3 ULL PAN W in y' � a0 f- t�7 St L9 4 to N d1 q> LD Ln J M Q � 19 t� tri mN M 30 40 50 60 70 BO 30 40 s0 60 70 80 30 40 50 60 70 Go 30 40 50 60 7th 80 z O � .. TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES N 0 z N Q 0-d 04 rn CONSULT CORRESPONDING NOA � N N M � FOR WINDOW ANCHOR LOCATIONS ANCHOR LOAD CHART ANCHORS J r� ANCHOR LOAD CHART O M rn 81 4 ANCHORS AT MULLION ENDS 4 ANCHORS AT MULLION ENDS ARCHES TO BE INSCRIBED APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS o 3::_j 'i INSIDE RECTANGULAR SHAPE z Z Z L� ^ N ANCHORS '8H' tv 8-1 4" ANCHORS 'BF' ANCHORS 'B' p � o t ea►OLLou BaFILLEO APPLICABLE TO ANCHORS INTO CONCRETE OR METAL • • � ;•A L v ••••• m a ONTAL MULL ON ANCHORS 'BH' ••'• • g A SE • APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOC{ZS��:•• "••• 6666•• ANCHORS 'BF' 6666 ••••i N38-114- �� .;� APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED '$=L0 ' ' • 00000 /// GLAZ{NG \\ •6600• •i••� U-N � _ �/ PRODUCT \\ • • • • • • • a'� Ll.'s 3 `, 000000 � 19 � 19 �'" '�, • • � 6666• m m H 0 , Q'� Q� l 6666 i V• e • � 6666• 53 O • 4 -i @ CLIP 0 • 'i E ULL PAH 4 CLIP ANCHORS H ANCHORS a� o m ANCHOR CHARTS o 0 g 4 GLAZING GLAZING ON THIS SHEET APPLY TO > o PRODUCT PRODUCT HORIZONTAL MULLION AND IT'S l9 � r r END ANCHORS ONLY. B m Eagr: XAD AHMAD i� to Ln PRODUCT REVISED FLA. PC70592ML Us complying with the Tlorlde CAN. 538 mss, >� MULLION SPAN Building Code 11-5 �.0 cl) m - Acce lence No Ex i etion Dale $ v u 30 40 50 60 70 e0 30 40 s0 60 70 BO Wl + W2 UL ! "LU TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH = By drawing no. 2 mi_U adCPro Uet ntr M95--13 TYPICAL MULLION ARRANGEMENTS sheet 3.1of 5 s MULLIQN II IMULLION I I ! g TYPICAL ANCHORS I I I 1 2 PER CUP I I I j z �- -- _-__---- - c 3 -- REFER TO SHEET 1 FOR CLIP DETAILS o II WITH 4 ANCHORS PER CLIP I I a `1' EDGE GIST. I � G L283YW000 1111 p" m' EdG£ DIST. 0 d STRUCTURES /METAL L 0 STRUCTURE 0 0 p!`p rz I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w 3 a INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !1. w AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q rj LO OiLLn t`I`XF�CAL WNRM S SEE ELEV. FOR SPACING NOTE: N ! FLOATING CLIP TO BE (FJ�17; � (NSt N I II SNUG FT INO MULLIONS BUICKS� l/} m 0W WOOD='ST TYPICAL ANCHORS I J . 2 ' 1. PENETRATION-:INTO `t In _____ 2 PER CLIP 4 II I (T IRC3 178Y bUCKS INTO COIV- SOI MASONRYn I! . ! MULLION I I - I BED -I TO CONC. R O L I t TO�CONCRET a .. C cM� o 2 ?u' 3.-WOOD BLI w 00W p 4 a ! INTO MET S RUMU S z Z z� -- �t 4 p Q V (�� O o ^ LLI EDGE DIST.A4 0 3TYA. ! �' d aM 8 ,T t�11N: 60ts3 T '�` '..• : �j Q w •• a. p, " '" 4eCONTACT WI ALUMINUM 1O BE PATI3 Q$_p, t]ll®�} A099 g F"4,00000 p . d .4 Q p." 4 ' TYPE 'BH'- 1/4• DIA. ULTRI�CON BY 'ELCO' {Fu=177 KSl, fy=155 660:66 `� ...: .I�i�Y p ° .Q 4DIRECTLY INTO HOLLOW BLOCKS •00 •T RU Y BUCK INTO CON R MASONRY :•• 1-1/4" MIN. EMBED INTO MASONRY •••••• �' ... OFFSET CLIP OPTION • TYPE 'BF'- f4• DIA. LMCON BY 'ELCO' (Fu=177 KSI, Fy=155 j�%Z% v •• • DIRECTLY INTO FILLED BLOCKS 0 o ..:. 1-3/4" MIN, EMBED INTO MASONRY .•• • .� ...� ! I TYPICAL EDGE DISTANCE MULLION ! i MULLION- i INTO CONCRETE AND MASONRY = 2-1/2" MIN. I I TYPICAL ANCHORS � I I j INTO WOOD STRUCTURE 1 MIN. 2 PER CUP -------- ------ MAL STRUCTURE 1/2 MIN. � O N N q 0 q 1 . 4 I WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN, 0 F29 o w ca N I N CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. k till', i i > C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. in LLI m En9r. JAVA AHMAD PRODUCT REVISEDfit �I c g e a a s { aea 44 n FLA. PE 3892 ascomplying plyingNwa'i sCJh the F�lo2d0de• I CN. Building Code Acceptance AIiion Dal ^JN L:v t :4 4 V � 111 '° 7 PA j PA 4 PRECASTdCON;. a v d z ! ° By .' '•"a ' S1La EDGE DIST. o �ni M111 nmi adenraductIf� drawing no. • ,1 l� DIRECTLY INTO CONC OR MASONRY 3ji sheet 4 of 5 1,250 MIN. 1.250 MIN. I I ALUM CHANNEL ACCESS HOLE r� s MULLION I i I I MUUJON I I 1" X 3/4' X 1° X 1/8' I I I , LENGTH TO FIT SNUG 2/ CHANNEL TYPICAL ANCHORS I t X14 SMS I I INTO MULLION 1 PER ANGLE I 1 2 PER ANGLE TUBE MULLION Z ~ O II 0_ Al d d II ��Flll ! ' ---- ------ d q � II � O p 4 r\i M _ _----- Ll. W I I F• ti, 2BY WOOD BUC N EDGE DIST. 1 I U OR �� /.-� THIS SCREW CAN BE ° WOOD +tCTURES " 3" TMP. METAL E DIST. INSTALLED 1N EITHER , I O Q. Q C DIRECTION STRUCTURE TYPICAL ANCHORS 1 I 0 °� O i PER ANGLE Q 0 X14 X 3/4 FH SMS INTO 26Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES 1 PER CUP AT 1X2 & 1X3 MULUON I TUBE MULLION s - 2 PER CLIP AT 1X4 MULLION I ..� t9 I I Q W Eou ANCHOR DETAIL 11 �. N I I I I Ln MULLION I ` VJf to TYPICAL ANCHORS 1 1 #14 SMS `I• 1 PER ANGLE to 6-------- ------- i 1 2 PER ANGLE O 0 Z 0 �I .. z C3 ui M 'O w =04 Oai 1BY WOOD B , , J o C4 M M W 4 d. V z Z Zti N c I a' 1 a • • ••0V g `M' 0000 3„ 0000 0 g L©g .: EDGE DIST. •ii••• ••i• ••i• d. p, 0000 0000 • • 0 THRU 1 BY BUCKS INTO CONC. OR MASONRY 0.00•' ••• 0.00•• . l ... 00 00 ...... c c o •• :04:6: • • 9415 • • • O •••i 1.250 MIN. : ••• R •ii• I 1 I II I� z � MULLION I I I MULLION , I TYPICAL ANCHORS I I 14 SMS I --- --^ -- ---- n u� — i 1 1 PER ANGLE I I 2 PER ANGLE r__—__--- o I H o o 0 t > �, � Cam � v I 1 `� to j \ Engr: JAVAD AHMAD PRODUCTREVISED . h o CIVIL as con0ying with the Flodda N C 4 ' 44 aq a `0 IV ° ., °' 4a FLA. PE CA.N. 538592 Bvilding Code t5 �0�7 d ,o Acceptance No ~ �,'•. a 4 d 4 4 TYP. :° iretion Date 2Qi1,� 1i ..v 4 4 4 �. 'dad d ..4 v. { r PRE�ST CONC. ' d 13y v 4 a:• SILL EDGE GIST. I �U�S Miarri ade Product Control drawing no. M95-13 DIRECTLY INTO CONC OR MASONRY sheet 5 of 5 r 1.000 �{ I .125 {I„ .�� .250'HOLE TYP. M� � ao .125 + 2 125 2.000 u Z O Li 2.000 � f� K E LI- 3 TYPICAL 4.000 'f GLAZING PRODUCT 0 O Imo-2.000 41/N4 3, Ito IX .332 w\4 '`�Sps . 1.000 09 eF Sx = .332 IN\3CLIP ANGLE MSN _ 0 0 µI 6063-T6 9a > 1 X2 J Ut LLION i it c 6063-T6 2000 i 0 a ��-.125 6.000li �1.000125 2.000 0 3 000 4is z t� 3' 3• 2A00 3.000 125 4,000 'W' DIMENSION (MUL�� :CONTAtNINC TYPICAL%GLAZINGPRODU S to MULLION 'w' - IN. MEUM& OR ME: PERT CALL a 2 1.888 �..�; 3' 2.688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING N 4 3.688 8' 5 688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. Q AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPRWED. to m ••••• IX = .9502 IN\4 014 0 N o • IMPACT AND NON-IMPACT RESISTANT PRODUCTS. •• : • SX = .63335 W\3 • • F-_ ••• IX = 2.9762 INV •••• Sx = 1.4881 IN\3 ,715 •••••• 6 *cu.) th •••: 1X3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS •....• 0t''. ;1; • 6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY *0:00: 0. X 8, R :..' 6063-T6 NOTES: •• •• (� 1.675 •••_••• U O �� .125 i�FtiFG`T=HAS.BEEtd DEStesNEE1 AND:TESTED TO COIatPLY_Wfl 'TH ; U; •... 2.000 .125 REQUIREMENTS {1F'ME FIARIDA BUIL ING IN(MAUDING_HIGB_VEL LGILYJ• �HURRICAN ZOI E.(HitHz • • • •••: ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE • • • APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER 4.000 INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o a 1.000 LOADS TO THE STRUCTURE. C N N MULLION CLIP FOR 18Y TUBE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT C o R CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.), 0! a 6063-T6 v ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 125 6.000 1,700 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �+ .125 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS•SHALL MEET THEtv o N N 4,000 INSTRUCTIONS; REQUIREMENTS OF THE FLORIDA BLDG. CODE. > g a o USE CHARTS AND GRAPHS AS FOLLOWS. ;v c 2.000 .125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ,o LFOR PARTICULAR OPENING. Engrg JAVAD AHMAD PRODUCT REVISED o n USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING STEP � CML as complying�vtth the Flodde N ABOVE LOAD REQUIREMENTS. F1A. P 70592 Building Code r -STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT C aN•f Acceptance Not Z�•aPJ g 4,000 APPROVAL. Ehpiratian Date 200 Ix = 2.0374 w\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH Sx = 1.0187 IN\3 Ix = 8.2757 IN\4 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �� ZQ�rJ Mian' adaltiroduct Sx = 2.7586 w\3 IN STEP 1 ABOVE. drawing no. ' MULLION CLIP FOR 2BY TUBES S„sEPUSING ANCHOR TYPES ON SHEETS 4 do 5, AND ANCHOR GRAPH 1X4 IulULL14N 2X MULLION S M95-13A JJ ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING CGI-395 6063-T6 6063-T6 6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, sheet of $ � IL'x2'xl/B" ALUM. TUB xl/S ALUM. 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PE 70592 GLAZING C 538 PRODUCT Ll drawing no. 2 JUL 4/4" 0 ULTRACON a 1% ANGLEa4 .1/4" 0 ULTRACON RRTCH' W0DD BUCK g TO ACCOMODATE • 2/ ANGLE -ELW*,ANGLE TO MASONRY Z z 2X2X1/8- 2 X 2 X 1/8- 0 0 i ALUM ANGLE ;° ALUM ANGLE # 14 S.M.S. 14 S.M.S. 2 ALUM ANG E 4'0I• N 2/ ANGLE a 2/ ANGE a 4 ° 14 S.M.S. rl ' o- , 3/ ANGLE IL---- -.= a Q Lc A _--C_-- MIN. EMBED o D �ry ' 2/ ANGLE 8 � 0 a Q i4 g . ----C--- -- l � C `d-- ° G IMULLUJON MULLION d 4 MULLION Zy _ ° CONCRETE OR all F H MASONRY BLOCKS 15Y OR 28Y 1B OR 2BY WOOD BUCK -MULLION d'• MULLION WOOD BUCK N 2X2X1/8" ° a: 2 X 2 X 1/8" ° J ALUM ANGLE ALUM ANGLE ° 7 MULLION " 2-5j8" LONG 2-5/8" LONG 2 jF5/11LMG XG •••• -- a 4 3 � ••• � •••• � ••••• • • ••••• I a A. v4W ZQ °l3 ° I fj� e O ° ' I •• •• t ��oQ$ o� • • • Z z� •• ••• O> v • 1.500 ° 1.500 ° I a {,t.2 0 MAX. MAX. I _ 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1.500 a MAX. a 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS G R CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL I? MULLION I i 3 SCREWS PER SIDE REQUIRED FOR o 4" & 6" TUBE MULLIONS Z a 2x2x1/e" I ALUM ANGLE I I I I 14 S.M.S. -----------, 2/ ANGLE v ry S N I 1 2.000 >I I � I MIN. I I NOTCH ANGLES TO I I I MISS MARBLE SILL g I OR TRIM w 9 I I Engr. JAYAD AHMADA o PRODUCT REVISED 4 FLA. CIVIL 70592 as complying AYilh the Florid® l 4v a C N. Building Codc rt-�� •- 1 44 4 4 Acceptance No ✓ �A m ° :a �. . ; E� iration Dale !•+!E /, B ° y drawing no. PRECAST CONC° 4 UL 20 tam' de product�FD p S1LL'g e 1j4" DIA. ULTRACON M95-1 3A 1/ ANGLE 4 A sheet 4 of 5 a 4/4" 0 ULTRACON v 1/ ANGLE N, TCH•WOOD BUCK MULLION CUP •1/4" 0 ULTRACON Z � • MULLION CUP 2/ ANGLE TO ACCOMODATE 0 3 o ' •CU�•:ANGLE TO MASONRY ,,,� o 4. MULLION CUP a o• - 4 m 4° 0 ° o ,4, 4 4g ._-- --____ 9/4" 0 ULTRACON Q v M� 4 O.4 M ....._�.._____— '• M I I 1-3/8" MIN. EMBED Z 0 Q d L ---- ANGLE MULLION MULLION 4MULLION 4 '4. Q W il .e CQNCRETE OR MASONRY BLOCKS WOOD BUCK 1B OR 2BY MULLION 4' WOOD- BUCK MULuoN7v� I 7 MULUON • • 0 N•• p •••�• 4 ' -4 •• • •• y • o v •••••• ('] •••i• 44 I I ' i ----'f----- •••• Z W ••••: d; •••••• 0p. • N a 4 1 I 4 a atC1 r' i••• I I 4 1 1 OO d• o I I •••••• � M •:•• Us11 1 1 1 1 ••�••• I I • 1 •• • •r" o I I a q I I u I I _ A ---i i------ 44. ' C I I . MULLION t v a a� I I I I I I I I I — i l p d 0 _ .__ L C MISSISS MARBLE SILL Mcups To SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO OR TRIM 1 BY OR 2BY TUBE MULLIONS �AND FOR FABRICATION OPTIONS OF MULLION CLIPS Engr: JAVAD AHMAD PRODUCT REVISED � ° CML as complying with the Florida I Fla. PE 70592 6 a Building Code ° t 44 4. e CAN. 538 Acceptance NoIr 70592 o - , l�piration Date r +Ttg v Ll H. 9 V :.':...::.:a... .: Ey 4 4 \' ° Miam• ado Product Cont, drawing no. 4 SR`CAST CONC. I 1/4" DIA. ULTRACON M95-13A e 1-3/8" MIN. EMBEO 0 1/ ANGLE Jfu � 2015 (sheet 4.1of 5