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WS-17-709 h pelt�s wsis 1,7409 r Miami Shores Village � rM#` tJ1f 41t� 10050 N.E.2nd Avenue NW � ekta afflctnf Wfnd+ w%Qoarr Reollacem z •" ""' Miami Shores,FL 33138-0000 Y� 3 kf Si1' Phone: (305)795 2204 Femlitstatus:APPROVED Fioxvar' ;� Expiration: 09/12/2017 Project Address Parcel Number Applicant 435 NW 111 Street 1121360010790 Miami Shores, FL 33168-3305 Block: Lot: RODOL FO LOPEZ Owner Information Address Phone Cell RODOLFO LOPEZ 435 NW 111 Street MIAMI FL 33143- 435 NW 111 Street MIAMI FL 33143- Contractor(s) Phone Cell Phone Valuation: $ 5,800.00 GABLES WINDOWS&DOORS INC (786)497-0221 (786)497-0221 Total Sq Feet: 0 Type of Work:REPLACE 7 WINDOWS AND 1 DOOR Available Inspections: No of Openings:8 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.6o Invoice# WS-3-17-63330 DBPR Fee $2'70 03/16/2017 Check*2379 $ 160.00 $50.00 DCA Fee $2.70 Education Surcharge $1.20 03/16/2017 Check#:2380 $50.00 $0.00 Permit Fee $180.00 Scanning Fee $15.00 Technology Fee $4.80 Total: $210.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo 'ng. Futhermore,I authorize the above-named contractor to do the work stated. March 16,2017 A th ized Si a bre:Owner / Applicant / Contractor / Agent Date Building Department Copy March 16,2017 1 midmil shotes Vii1eige Building Department *01 4'® 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 6,?# Tel:(305)795-2204 Fax:(305)756-8972 l �(�� INSPECTION LINE PHONE NUMBER:(305)7624949 FBC 20II-i s4 BUILDING Master Permit No. PERMIT APPLICATION ^ _ Sub Permit No. 2/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [-]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4LL I� 6-1 City: Miami Shores County: Miami Dade Zip: 331&Y Folio/Parcel#: the Building Historkally Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J�d/ Phone#: Address: a 3--rZ A) ,W, d/ Sk - i 14a33/A CP City: .422 i 4 i1 v Sh a re j State: ���— Zip: 3-3/6 Tenant/Lessee Name: Phone#: Email: 1 // CONTRACTOR:Company Name: � �d f `,�e.s��1lD�e) �� � Phone#: Address: /_ C / _`C3 7/ City: State: zip:...-:s ICIS4 � T Qualifier Name: �� ,� ( c s� Phone#: :2 Zti PS�S 7 a-L-f State Certification or Registration#: C C,C_/ J f 3 O Certificate of Competency M. DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ S xoo Square/Unear Footage of Work Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work:_ cc iLrnee®(,I mac,Yl d �._a_5 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology fee$ Training/Education Fere$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE 9 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 worst will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$25W, 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 - inspection fee will be charged. ° Signa e a Signature OWN& or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� .20 ( 7 .by day of .20 7 LQ a ? who is personally known to ��� , ry/u�who is;g�nn_�all�yknowr t� me or who has p aced " �a®` ® L/ as��me or who has produced pis identification and Ft ' Jce an o*MlA M.ALVAREZ identification and who did,1kg am fi MARIA M. Notary Public-State of Florida • ALVAREZ NOTARY PLIBLI r Commission#FF 977821 ',r� `�'_ Notar NOTARY PUBLIC: : y Public-State of Florida ��. My Comm.E ices Jul 20,2020 Commission#FF 977821 '', � °:'� M Comm.Expires Jul 20,2020 Bonded thr ational Notary Assn, """ n ed rou ph National Notary Assn. Sign• C Sig G Print: (��,�� `/� /� l v �Z Print: f'�1��� (r eF er Z Seal: Seal: ssessrrrrrrrrrrrrrrrrssrrrsrrrrrrr rrrrrrsrsr/rsrrrrsrsarssrrrsrrsrrrsssrrrrrrsrrrsrrssrrsrrrsrrssrsrrrrsrsrs APPROVED BY ` Plans Examiner Zoning Structural Review Clerk r s Village 4Miami ShoOR e Building Department soon isu�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��+Tee 4� Tel: (305) 795.2204 tOAlvp` Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackno e genre _3131,1 7 alifier/Owner Signature Date Print Name (P"�Pay o.....MARIA M.ALVAREZ e go;; Notary Public-state of Florida Commission#FF 977821 �?4` My Comm.Expires Jul 20,2020 ''� o eo;4 Bonded through National Notary Assn. - �� =�T ifµ `� .." ��I��t���.a.-�-.�,:�.,.�,°. x..`D _�' � ,°• I na KEIV LAWSQN .SECRETARY RICK SCOTT,GQVERNQR .;�' .,,,>��.r ..,.., :..-� •�' ay •�t,,'�v"r,,,u� 'r`F����.�p,,, _ ^s,_� `t..�"e '4� M� .,;,�`":�„ •y_ hn,. ks �,g�"� �JRX �Pa" 1" '„`'u;`.�;u,.rvr.c.Av.1.[ •. µ '°° ..."„ `� Qtyti. 'U_ �x 'S `�� �3.R.y ^h �'a ax.M>w `'`�aar?. _gym��cH'^ `^4...w>"""�•�,,,� ...,,...;.,� �^ w,„,a,�u,,,��.,�"'.s;,,.���t'°�. �_.+...''''�. 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' r,.r^°�,.e�` .>: ^.><'" ,,, +�-a °"+.*ate '�a `-.. `h "y,�` ` •"`- �"";r� gN `� �- - ISSUED: 07/19/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1607190001168 e Q Q 9 1 ?�' IVIt���f ��.��� {� ���� �'� �+ � 4 �T i u • I I�aml .b�deCounty, State of`�locacla y x FFY 4 B SINH88 NA11dE/LOC110N R CHIP Nl5 4 I Ini �r GABL*R WCNDOW$BOOR L6IEC suu as�vE sa �►L FSER`fEMSER 30f 201 , IIA I, FL 3 4 4 Must Gey ai'gplaYsd lace ofUlsinii pu`rsuartt tcrCp�lt�ty'Code OWNER SEC TYPH OF BUSINESS „ PAYMENT RECEIVEb GABLES WINDOW&DOOR LLC 196 O:ENERA'-AUILDING BY TAR CoLLEdfaot LEMIJS IDANIA fiERESITi4 CONTRACO(� 45 00 09/22f2016'. Wslrker(s) 8.' CGC1513405 022 -16-0090.3.9 ° r r; l�h�is Local NM "s, Receipt snly comtrmspayment otttieLocaI Business Tax a Reeeipt is rota li Baste pr3nnit or atkerHR etlan of the hbldgr s gnali6catiora to dti business.Hoidbr must complyiirith aay 9, mal or_mut9overpmedtat regutakif l"and regc(?®mein whielt E. apply to fhe busiaess. .1 The REO�O above{mu§t b$displayed qn all comd»rcial vehicles MlaafL-Dade Code Sec Be 216 MIA14FI)/0.D .. F4rmareInformatio6,visits+v .mlamidede`•.gavlla_*.coilectoi _ g DATE(MM/DD/YYYY) A�U® CERTIFICATE OF LIABILITY INSURANCE 3/3/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CCOONNTACT David M. Lopez Eastern Insurance Group, Inc. AIC.No Ext: (305)595-3323 ac No: (305)595-7135 9570 3W 107 Avenue ADDRESS:amanda@easterninsurance.net Suite 104 INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33176 INSURER A.Covin ton Specialty Insurance Co. INSURED INSURER B$rid afield Employers Insuranc Gables Windows & Door LLC INSURER C: 525 SW 71 Avenue INSURER D: INSURER E: Miami. FL 33144 INSURER F: COVERAGES CERTIFICATE NUMBERXaster 16/17 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. INSR TYPE OF INSURANCEADDL POLICY EFF POLICY EXP LIMITS LTR I POLICY NUMBER MMIDD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE '� OCCUR DAMA T R _PREMISES(Ea occurrence) $ 100,000 VBA457478 4/9/2016 4/9/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICYEl JECOT- EILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED i BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED � RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X STATUTE ER ANY PROPRIEfOR/PARTNER/EXECUTIVE YIN N/A E.L.EACH ACCIDENT $ 100,000 OFFICEB (MandaR/MEMBER H)EXCLUDED? 830-55402 3/30/2016 3/30/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Door and window dealer and installer CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE David Lopez/DAVID ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD INS025 ona Ona I Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 32068-2472 Date Requested: 2/17/2017 3:52:02 PM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey ECO WINDOW ECO WINDOW 9114 nw 106 st 9114 nw 106 st Medley, FL 33178 Medley, FL 33178 Project Address: 435 NW 111 ST Job Name: RODOLFO LOPEZ RE•q. MIAMI SHORES FL 33168 •° ♦ ♦ ease a•a••• Project Wind Load Analysis for comporfb'hts and clacMing 4,ith '• impact protection as per speciA rfof ASCE?-10&20*?,?'*** Wind Speed 175 mph FBC. ••so IF• a ° ' ••saaa Risk Category 2 �••••• �aeaa• ••••• Building Classification Enclosed ' ••• Ilk ... ♦ Exposure Category C Trib.Area(ft Z) Zen@ 4•• Zone 5 •e Roof Type Sloped 10 +40.1` -43.5 I j4Q Ai -53.x• •®• Mean Roof Height 15.00 ft '• "' ' ° Z ,NL 4__ de1B�OF LEAST HORIZONTAL O11;PSION Elevation of Opening 15.00 ft "XIE 5= HEIGHT-H-FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A CalculationsGeneral y - - - Directionality Factor(Kd) 0.85 v — i Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 d d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 56.6 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 FE a 0 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2017 ,Copyright AI-Farooq Corporation CAN (EB)#3538 2/17/2017 4. M IAM bDADE 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 NOM www.mia idad . ov/econom Eco Window Systems,LLC ' 9114 NW 106 Street Medley,n 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of 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 C-od-% 'ricludtng the Hig4 Velocity Hurricane Zone SCRi !T1t11Y�. * e a 2110"Atu'm,i otnli R.ollingWindavi APPROVAL DOCUMENT:DrawingNo.W09-12 trtTe�"Eco-GuardLL errrz Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade ontro Secttan , f LABELING. Each unit shall bear a permanent label with the manutacturees name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 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. _ 'A MIAM1-DADE COUNTY EX�itli t 811 4' �f , � , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by.Iavad 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 2017-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrrp=D) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03.1 2.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A, dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted under NDA#09-03.12.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-03.1.2.08) J"WJ Manuel PP7728.05 P.E. Product Control xiner NOA No.15- Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07104/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. Manuel a z,P.E. Product Contr I aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 MIAMMDIDE 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 OA www.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(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 O Ct`P ode, including the High Velocity Hurricane Zone Nx ROVALOrr Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County educt-Contro,",,e� I��SSILE�'AT y : ' and S�r�A l��ile amltac# ��nt LABELING: Each unit shallY bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.03 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. 2 s777-7 M(AMMADE COUNTYY z l��!r5 Ani - Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 1/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 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 installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2194,dated 01/15/09,signed and sealed bCandido F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. > Product Control E*Lnx1her NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 M IAM I•DiADE MIAMI-DADE COUNTY LWWWAUN 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)315-259'9 _NOTICE OF ACCEPTANCE (NOA) wm .miamldaae.Eov/eeon©mv ECO Windows Systems,LLC 9114 N.W.106th Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, Jncludmg the Ht h Velocity Hurricane Zone APPROVAL DOCUMENT:Drawing No.W12-0\ Rev C,titled`Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. SIIC�E RTIl�IO.L :rge;��Sl r past les imtafion: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options I &2 in sheet 771. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. 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 NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. w� il6fl3« � MIAM4DADE COUNTY ATX it i9li0n 'd , 21 l ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.L)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E. Droz-Seda,P. E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5te Edition), prepared by Al Farooq Corporation,dated June 02,2015,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). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc, for the`Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(VI Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 RECEIVED n Cmwd Notm 'MAR 16 017 10 11 0 WSnwo7C) GABLES WINDOW KITCHEN BATH BATH BEDROOM D^'F JF.CTTC C0%Tl_IANGE W'IH ALL FFEERAL •••••• - - - • .... .... ••• • • • LIVING ROOM ( . . .. . .. . �� • • � M • • • �/ r • • .. • a J •!ll.•.. � W • NOT PART ` - a • OF PERMIT �� � �O •:• . M .C�} •• z Q BEDROOM O ENTRY BEDROOM BEDROOM NOT PART OF PERMIT GENERAL NOTE: N. � O O —ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20"AND PERMIT THE HEIGHT SHALL NOT BE LESS THAN 24" . THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"ABOVE FINISHED FLOOR. — WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE—REFER FLOOR PLAN TO PRODUCT CONTROLS. — ONLY THE OPENINGS THAT ARE IDENTIFIED WITH imm THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. 01 - I Kttm 73 4' 36 4" 73 4" 73 4' GABLES WINDOW i 33" ,�/ / 384, 50 2' 50 2' OQTY= 1 � QTY= 1 3 O HORIZONTAL ROLLING 200 L. M. I. z •••• FIXED WINDOW 300 L. M. I. QTY_ I N. 0. A. 15-0728. 05 Lu ••• •••• •• •• QTY= 1 HORIZONTAL ROLLING 200 L. M. I. :•' oo• •• Goes:* ig CASEMENT WINDOW 500 L. M. I. ... co • N. O. A. 15-0406. 10 N. O. A. 15-0728. 05 •••• • • ..' ..:. .Q,...r 4.••• • c)• . .. . •C!) • z •� . .. . ro.... 146' LO z 3,. • C� • : Sol : 23" 72" 23" 36 a' 36 4 •.: z Q / \ 25 4 �?� / \ 3811, / \ 80 4„ / \ 8 9 \ / O11 QTY= 2 HORIZONTAL ROLLING 200 L. M. I. \ / QTY= 1 N. O. A. 15-0728. 05 \ / HORIZONTAL ROLLING 200 L. M. I. \ / N. O. A. 15-0728. 05 PERMIT 10 QTY= I WINDOWS AND DOORS FRENCH DOOR 600 L. M. I. ELEVATIONS N. O. A. 15-0603. 13 sd a. nw,n� 2 ... syr-rd lk GWM%d Note. WINDOWS AND DOORS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME PANEL WIDTH X HEIGTH MANUF./ MODEL TESTED WINDOW N.O.A. GABLES WINDOW COLOR STYLE PRESSURE(P.S.F.) o ALUMINUM FIXED WINDOW 7/16" LAM. ECO WINDOWS +75 (TYPE "C") CLEAR WHITE O 73 3/4" x 38" SERIES 300 _gp 15-0715.10 IMPACT RESISTANT OALUMINUM CASEMENT 5/16" LAM. GREY WHITE XL 36 3/4"x 50 1/2" ECO WINDOWS +70 15-0406.10 WINDOW IMPACT RESISTANT (TYPE "A") SERIES 500 -75 OHORIZONTAL ROLLING 5/16" LAM. CLEAR WHITE XO 73 3/4" x 50 1/2" ECO WINDOWS +70 15-0728.05 WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 -80 OHORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS +70 ~ TYPE "A„ CLEAR WHITE XO 73 3/4" x 38 1/4" 15-0728.05 •••••� •• • WINDOW IMPACT RESISTANT ( ) SERIES 200 -80 . :e• O HORIZONTAL ROLLING 5/16" ,LAM. CLEAR WHITE XO 36 3/4" x 25 1/4" ECO WINDOWS +70 15-0728.05 •• • WINDOW IMPACT RESISTANT (TYPE A ) SERIES 200 -80 ••• •••, 1 �• . .. 9 HORIZONTAL ROLLING 5/16" LAM. "x 25 1/4" ECO WINDOWS +70 15-0728 ••• cm CLEAR WHITE XO 36 3/4 .05 " O WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 -80 :�:•: UJ • OALUMINUM FRENCH DOOR 5/16" LAM. D: 72" x 80 3/4" ECO WINDOWS +70 : M �_ • 10 IMPACT RESISTANT (TYPE "G1") GREY WHITE OXXO SL: (2) 23" x 80 3/4" SERIES 600 -75 15-0603.13 vo�� : • 0 .b HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS +70 Z Q 11 WINDOW IMPACT RESISTANT (TYPE "A") CLEAR WHITE XO 36 3/4 x 38 1/4 SERIES 200 _80 15-0728.05 3 No. R-W-/h-- Dale er PERMIT SCHEDULE o� .w err °` ayoi/mn 3 72° 11 i" $ WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MDG, STILE ENDS L � w (4) ANCHORS READ, FOR SIZES AND LOADS � N MARKED WITH '*' ON SHEET 2 ONLY I 3 1/2" MAX. 4" m 3 1/2" MAX. 1 HEARD/SILL 5/87 MAX. 4" 3p m g a HFAO/SILL q 3" z HEAD/SILL -A CORNERS CORNERSyt --" z CORNERS . _ ag _ o H ] IN O v 0 4 II I€ D it II E �' � � I ii /• li 4 ii /. €i 4 � � " � a i€ �� li 4 ,I �� li %� � � p � ti� ,app Uzi O g o ii It it $ o �i �i i� � � z �ii j B (,B41 --*% x ,� �.• i FALSE MUNTINS 31 1/4' 32 3/4' FALSE MUNTINS 32 3/4" 32 3/4" •• ••• • •••••. SURFACE APPLIED (SURFACE APPLIED) ••• ro • D.L. OPG. D.L. OPG. •• MAY BE USED . MAY BE USED D.L. OPG. Q.L. OPG. •" • 35 3/8 36 7/8- - ° ••�. •°°°• VENT WIDTH VENT WIDTH ••• N co • TYPICAL ELEVATIONS tiL I)(} ••• �:' •••••' �. - n DESIGN-LOAA1 N� F{5i2 FE S WIi�DOWS TO BE-AS PER ;°• o": ••• :• CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE •..° �•� m .°••: SHUTTERS ARE NOT REQUIRED, TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 `�• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. �.� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16' AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY z W 7� 090' Interlayer 0900 Interlayer terlayer HURRICANE ZONE (HVHZ). Q o= N 090" Inz H Butacite PVB Sentgaas Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc: By 'Kuraray America, Inc.' LOADS TO THE STRUCTURE. c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS �" � � o 1/8 HEAT STREN D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z > SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 Q� DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. w v n v ut GE SCS 2000 GE SGS 2000 ST. STEEL � o � .. .. .. A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. N ui z m z m z m SILICONE g o 0 96 I ALL SHIMS TO BE HIGH IMPACT, NON—MEt'ALUC AND NON—COMPRESSIBLE. o �` DOW 899liv `O 22 tO 22 i :i 22 is €: i Ca 0 0 11a if i. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 23 ! ! 23 23 I Engn �VAD CMLAH� as PR.ODUCTREVIISED .N FLA. PE � 70 2 complying with Lh0 Fla" N CAN. Building Code 10 10 0 Acccplanse N' 'O �,Qf mk 11 29 E. iratton,Date b1q v° 1 v j UI 29 AT 1/4 POINTS ON LITFS 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36' ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS _ ALL SIZES Miura' me L�roduct(.on drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CLASSPE �` GLASS TYPE `B' GLASS TYPE 'C' �_ 20i5 WO9-12 9LAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) t� W �1 ry W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF, WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE` GLASS TYPE GLASS TYPE o' WINDOW DIMS. A A. B. Oct WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' B. C. Z 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT,(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 z 2&,71/2" 4 7A Sp,p 80.0 90.0 70.0 80.0 74" " 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q ri 6• 4� : 88.0 90.0 70.0 80.0 106-1/4 (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 G c o 5 -1/8" } "' 6 70.0 `9"' 80.0 90.0 70.0 80.0 1 11" 12 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 80.0 80.0 90.0 70.0 80.0 a 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3j8" 38-3/8" D w 2"6-t/2" 4 X8 9" r 80.0 90.0 70.0 80.0 106-1/4" {4} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/+" (4} 12 - - 80.0 90.0 70.0 80.0 O d 7" 8 '" 4 70.(1 8i) " ` 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 - - 80.0 90.0 70.0 80.0 (� 53 1/1#," 6 80.0 80.0 90.0 70.0 80.0 74" -5/8" 9 70.0 80.0 80.0 90.0- 70.0 80.0 74" 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 M 74� ,,"' 8 7t Q = 80 0 90.0 70.0 80.0 108-1/4" {5} 12 70.0 80.0 80.0 90.0 70.0 B0.0 (5) Q tL 4 it 0 LJ 70.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" cc Ce 9 70.0 70.0 80.0 90.0 70.0 80.0 � a N 37" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q �3ti 6 ,P.O SO.d 90.0 70.0 80.0 106-1/4:" {6) 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 IL z N ', 4"_' 8 ��' 88 "_'•- 80.0 90.0 70.0 80.0 1 i 1" 12 78.0 70.0 80.0 80.4 70.0 80.8 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 Q 26=i j2" 4 sj.O 80.d 9d.0 70.0 80.0 72" 9 70.0 80.0 8d.0 90.0 7d.0 80A 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" {6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 N 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108- 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 V o 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 ••• • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 •• •a v •• ••...• 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 .• •� •• om 0• 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 KID i da" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" {5) 9 70.0 70.0 80.0 90.0 70.0 80.0 .. . . N • 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96` 12 70.0 70.0 80.0 90.0 70.0 80.0 •• UA y •••• 06 • 24" 4 70.0 80.0 80,0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" ' RE H •• 9 70.0 70.0 80.0 90.0 70.0 80.0 .• 4 in r ••••• 36" 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) ••• .,i••• 48" {4) 6 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ..• ; 0 per• ••'••• LL so" 6 70.0 80.0 80.0 90.0 70.0 ao.o 72" s 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB z oo •� 72" a 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 • . •moi op" •••••• * • ® � 'n • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) t 2 70.0 70.0 80.0 90.0 70.0 80.0 •• �f'--� 0 •.•• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.d 70.0 -80.0 87.6* 70.0 80.0 Cy 0 • 48" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W 1.W 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * (1/4W) (1/2W) {1/4W) MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36` 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 48" 65e 6 70.0 70.0 80.0 90.0 70.0 80.0 fA'n 0 W N o a ro n so" O 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3w) (1/3w) (1/3w) 0 of 72" 8 70.0 78.0 80.0 87.6 70.0 80.0 �' a d OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 4 C w A = NO. OF ANCHORS PER HEAD & SILL z 1 ( } = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' WITH � ANCHORS AT MTG. STILE ENDS N n a m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: o o ;, .;° GLASS CAPACITIES ON THIS SHEET ARE 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION I DECLARATORY STATEMENT DCA05-DEC-219 a Engr: JAVAD AHMAD PRODUCT REVISED N CML PLA PE r9 70592 as complying with the Florida r # rt x C.A. 538 Building Code o Acceplance No Is"� 28 Q m Z, LEFT AND RIGHT VENTS TO" BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex iratlonDllte � 8 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 2Q 913y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF tvti s sate+ root' drawing no. SEE SHEET 3 FOR DETAIL. W09-12 sheet Q of 7 TYPICAL ANCHORS 0 1 BY SEE ELEV. \ WOOD BUCK FOR SPACING EDC GIST. cW_v METAL °e n ct a 'a aK- a EDGFv DIST: EDGE DIST. STRUCTURE MIAMI-DAD£ COUNTY APPROVED 0 a a MULLION & MULLION ANCHORS , a Z a • c . a •' d- . .' SEE SEPARATE NOA z EDGE DIST. �- 0 1" ZZ ZZ ZIA T O 0 19 N a a N h 9 TYPICAL ANCHORS TYPICAL ANCHORS ( 0 SEE ELEV. SEE ELEV. SEE ELEV.TYPICAL � � p FOR SPACING FOR SPACINGFOR SPACING Z t3A' o a I ; W � 11 ..I.� NN)j 5 Q tid F it r I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 1 1 I I Ir :I II I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II .I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. d j0 J in ,I i' I I 'I �, . • ro •.a. •..••. WEEPHOLES: GALL, SEE ELEV. FOR SPACING vi • W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END " -� u-177 KSI, Fy=155 KSI) •. W •.. • AND 37" O.C. MAX. K N to • Li i I I `{1�fT17""28 W0Ot) t D STRUCTURES • - LW .....: " ' 'I I I SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •• N N Id•• •••• • 'I G7 •• > •..•• x W x ALL JOINTS .AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC, OR MASONRY .. 4 .�^ c�, : • 'I ' JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) uQ i'• ••••;• 9 W I ;I ; ; 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) m _Z L.•� ...... DIRECTLY INTO CONC. OR MASONRY o • 1-1/4" MIN. EMBED INTO CONCRETE {HEAD/BILI} O p • ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 � ' 771 U-8, II II03 GRADE 2 CRS) ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") t I I INTO METAL STRUCTURES j1 I I' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) i6 B In II ' 1 9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) D 6 Q o II II I 14 15 t6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g o o o Rr 1 fi 41 a O (B� t i i �'7C7LWO iaF�b1L 'bltirl�, y U ~ 7 FQ INTO CONCRETE AND MASONRY = 2-1/2' MIN. 2 n w INTO WOOD STRUCTURE = 1" MIN. 18 t Iva) a INTO METAL STRUCTURE = 3/4" MIN. rn cl i�� W g¢ a IV B I w \ vx,c'3 ' WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. N o 0 0 0 0 0 r 3 rn oW N S _ = CONCRETE AT HEAD, SILL OR JAMBS f e m 3000 PSI MIN. 2 o< � d, � a m U- mv cm �' C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. 26 I I In Q • ; .. a a a a Q En9 r. JAYC; MAO PRODUCT REV[SLll m % N = a• FLA. PE 70592 as complying with the Florida N _ ° I a °' �_ ' CA N. 538 Building Code o . v a .v Acccplance Pio E o 9i a 4 n �p x '�. - H 7°' �U�i EX Stall DaiC �I-{ Y7 V t a ° o \_ Z a a \ ° D 9 v w v` u I TYPICAL ANCHORS I ° TYPICAL ANCHORS By p• 8 a ! SEE ELEV. °' 1BY SEE ELEV. Mi �) 1�todtict'Ca�1 drawing no. w1 FOR SPACING WOOD BUCK FOR SPACING _ W09-12 14 EDGE DIST. _I EDGE DIST. sheet 3 of 7 ti ` 1/4" MAX. 0� w 1/4" MAX. SHIMS SHIM C � 0 7 E 5 woo Bucxs Z � 1 21 0 y, TYPICAL ANCHORS TYPICAL ANCHORS v ° SEE ELEV. g tv ai SEE ELEV. _ o. FOR SPACING FOR SPACING = _ __= 25r V — __ — 23rr 17 20 — 1 1 f 4" j -----SCREEN OPT. ------ — —_ _ __— —— —_ ° �►O� >1, W ao 27 p IL ., a C 6 y, w 0: M C N 4 STEEL REINFORCING 11 12METAL 7 a W tti o AS READ. aL Z STRUCTURE SEE SHEET 2 FOR CAPACITY a v Jzz9 M_ WINDOW WIDTH Q W XO LAYOU04T v J rn 1/4" MAX. ..�. 1/4' MAX VENT WIDTH VENT WIDTH SHIMS � • jm� • Q //� •••• ...... SHIM D.L. OPG. D.L OPG. IBY . {�/ 0 C p WOOD BUCKS W • 2 g 7 •• ��. v 17 TYPICAL ANCHORS • } �y ••••.• SEE ELEY. • U) axt•• • m _ ___ _ _ __ a. FOR SPACING �� 114 r 00:000 1 //2' .• 0 j9 �� o of — — — — — give- 0 .••••• 3 0 _ _ _ :•• L 0 —JA I • �7� • NO3 p Z � 2 • Q0 17 201 1Jj4" •y 3 •mow • J, 11 . -._._ _.rest _ ------- V r I.l.l•J `! ----SCREEN OPT ----- _ — — — SCREEN OP . ---- �n O . • • 2a 27 - - va w S W rn g 12 a cy C— W �_�� 4 11 12 D L OPG STEEL REINFORCING v \AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH R w a c a TYPICAL ANCHORS XOX LAYOUT R W Q N SEE ELEV. g m w Q a FOR SPACING iti r 00 MIAMI—oADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Q •1 O O O O O C ¢ m U O w O Engr. JAVAD AHMAO PRODUCTR.EVISED C a o CIO FLA. PEML 70592 as complying with the Floridad CA-N.13538 Building Code �, _—_ - - - — _ — __— _ Acceptance M, o — SCREEN OPT. €x iralion Date • � B �^ �U 2015 Mian' ada Product'C7►m Browing no. WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 o EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS EDGE MIAMI—RADE COUNTY APPROVED o� SEE ELEV. MULLION & MULLION ANCHORS ap o FOR SPACING DIST. � SEE SEPARATE NOA 7" ►` � EDGE � � Q DIST. �"" w 1 • a o" a r- :. .. .... t9i 0 I cn � � �n � 0 28 28 cn 28 j A � N vo ALT. O �In 0 aap 0 'a p TYPICAL ANCHORS TYPICAL ANCHORS Q N w�' N SEE ELEV. SEE ELEV. g, Z = FOR SPACING FOR SPACING (7 NNj Q J d W ri$ J rn J j' • v • • g n • •• g >- ul •••••• V) L4"Off • U}h •• O '0dv 'V! ...... Z �vJ zrl_J0 tn � � •' 1/4" MAX. $ • • cn �•�A •••••• SHIMS 28 ALT. �.• •Q } o • O Q ,+�• •••••i TYPICAL ANCHORS ` • SEE ELEV. W rn g W FOR SPACING D. e 4 Li to 1 .jf4' = = gym H vi in v D a to 0 Ln p O N w w o w 0 TYPICAL ANCHORS w SEE ELEV. FOR SPACING p n •, u �, wQ lil D N U U ? U O .4 N o o o a . a . z z a o fan 't 'n O O O O O ALT. C Q m U O W I 28It a x N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E,e JAVAD AHMADDB ••••• • PRODUCT REVISED CML :..: q D v• A 3As complying with te Florida F1. 82 C PE. 70.5Building Code538 anceH � nAccept \ v n d BI E isal%on Dale $ v s' I'�' ?U 9t}1� &wv'u 'By drawing no. LU1 W09--12 EDGE DIST. sheet 5 of 7 2.750 1.067 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w r 1 FY201 1 FRAME HEAD 6063-T6 !!! 500 .715 3/16" 1" 2 FY202 1 FRAME SILL 6063-T6 - o 434 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z j 813 iv I N 4 FY205 AS READ. MOV. FRAME JAMS 6063-T6 �" ttpp J 11.140-� 62 � � � ® 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - Q N 1.718 3 249 ,062 6 FY104 I/ VENT FIXED MTG. RAIL 6063-T6 - �! Q U 12 it 7 FY105 i/ VENT VENT INTERLOCK 6063-T6 - d �u 8 FY206 1/ VENT JAMB STILE 6063-T6 IL C T Q VENT TOP/BOTTOM RAIL STEEL REINFORCING s FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - IL 0 a .813 10 FYI 08 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 - V C � 2.095 M .519 -130 10A FY110 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-76 - Q' 1.140-1---1.610 1.250 � 11 - AS REQO. REINFORCING BAR STEEL - O 0 .71�s 045 •803 .045 .803 12 - AS REOD. REINFORCING BAR STEEL - t/► [� FRAME HEAD 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REOD. a W 2.246 I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON �„ Z Uf; a 1.140 1.047 �i 1.047 - M g P- 062 15 FY209 2/ VENT ROLLER BRASS - Z�y w 1.140 1.610 219 40 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 4 W rI r 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS � V o .813 19 W23181 AS REDO. FIN SEAL W'STRIPPING - ULTRAFAB J 5- �8 JAMB STILE 20 Q300T190 AS R£R0. BULB SEAL Q-LON SCHLEGEL •• 1.058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6513 = •' 0000•• 2.063 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 4% W •• •• •• 0000•• 3.876 078 2 501 1.250 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE • �, N • • • 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. f }- •••••• 25 #e X 1/8 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS �' � n ��••• m 1.140 062 1.340 26 WA2L 2/ WDW. WEEP VALVE = PREFERRED ENG. PRODUCTS 'S rp'� ��' ••:••• 27 1/ VENT 5/16" BOX SCREEN OPTIONAL `" • ii •••••• •. .500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ; ilt _Z L.L--o 00 •• 0000•• 4�--2.750 L1.344 29 - 2/ LITE ISETTING BLOCK EPOM I DUROMETER 8015 SHORE'A "' �r •o • • 00 M •0000• 7Q MEETING RAIL c� cil • • Q FRAME SILL W W rn 1.314 1 .250 1.422 D062' 2 a w .340 .312 " o a C U N W Z N 0 .062 1.375 IL O3 SILL TRACK O FIXED MTG. RAIL m r 500 1.187 .750 c q N O 0 0 0 0 062 ` c ¢ m vow 062 0 e o 2.750 2.812 2.812 2.750 Engn JAVAD AHMAD PRADUCC R.BVL5f!D o 2.688 CML as complying with the blot N a FLA. PE 70592 .062 CA 3538 Building Code t o �� Acceptance No 5 a o2t1R M ;; 500 89 l.� sralion Date 2t� E v t.874 .9 k 69 Iv£i.0 i 17aae Product Contr drawing no. 1.687 1.688 2.611 ;�►f_ 1a W09--12 O MOV. FRAME JAMB 0 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 r. 17 17 NC i rn ' o Z -go] % I F„ a � a a M § p 08 o 0..4g 8 G gra I - o td Zia QHE FRAME TOP CORNER J .. o g VENT TOP/BOTTOM CORNERS ••• .� N �� ,� •• ... .. }- W a_ :....: til ••; 3 , • .. S p ►�,� .... W W �� rj (n 0 N N K x IA oir- X � mF Lj uj 33 � v 0 0 0 0 r'3 / z z z z y �n ro ro ;t v 0 r vi •� � 0 0 o a 1 4 m U 0 W " O En9r. JAVA[) AHMA[) PRODUCT REVISED N n o CML ;as complying with the Florida iv a FRAME BOTTOM CORNER FLA. Cade o z CA . 3538 Acceptance -0 NoIS 2a.©� ;; ai, Ux ifatien Dale f u 18Ae#f. LAO E lay �Qi�J ade u drawing no. W09--12 FIXED MTG. RAIL CORNER sheet 7 of 7 2.688 t ,• 1.608-�{ WINDOW WIDTH �� N A62 I 500 69 FALSE MUNTINS D.L. OPG. Z 3 (SURFACE APPLIED) m f.813 8Tg OPTIONAL I 0 W z A c l z m W {Hp a .050 0 1.00a 2.s11 3 2 .. tO � Q d ^ � os2 e Q FLUSH FRAME ADAPTER }�---2.750 Qt FRAME. HEAD/SILL/JAMB ==1i ------ 0 0 a W C 750 II I I 0 dI h- ' 813 M-80 3 4 i �1„ Z�.: o� = 0. �. I1 II 4 w ei �2 GLAZING BEAD o ii II N ( II II J1.0701 Fro J 11 II II 11 • II I! • • N ••� ••••• 375 . ii ii i •• .. o • W p • 1-FTI •••••• �� - 11----- II-- •• �+ .050 4 B it II � •• •� � �••• • • 0 ANCHOR COVER 3 '�► mM:ver ••:••' ... `'' p � ...... 6' MAX. 12' MAX. • o ••••i• HmsILL CORNERS HEAD/SILL ••• i••••: o I --o • o U �W•.•3 w TYPICAL ELEVATION ,TJD',, DESIG �fTi I t., I IOVW TO BE AS PER m 26 CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. v a a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D L.O. HEIGHT = WINDOW HEIGHT — 3.625" o o g o COMBINATIONS OF FIX./FDC. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH -- 3.625" r r a w WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING v a a MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. °G LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. H � PMn c � 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o 59 _: $ > �i' a0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 42 0 .4 m o 0 HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER S LOADS TO THE STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Isgr. JAVAD AHMAD PRADUCPREVISED n � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML as complyingwith dw Flotllh EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F% PE '10592 � IIV _ CAN. a 131diding Code No J l5-o t3• �7147 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance oNOT PART dF TH1S APPROVAL. �% F' irationData 4 A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY Miami adeProduct drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 10 2015 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 5 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF4ftV 8 3/16° ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' N WIDTH (W) LENGTH (L) E)CT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EKT.(+) 1NT.(-) 090" Interlayer 090' Interlayer S Butocits PVB SentryGlas 24" 75.0 80.0 solo 90.0 26-1/2" 75.0 80.0 $0.0 90.0 z By 'Kurcray America, Inc.' By 'Kuroroy America. Inc.' 30° 75.0 80.0 80.0 90.0 37' 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 38" 75.0 80.0 80.0 90.0 53-1/8" 2� 75.0 80.0 80.0 90.0 �t a 42" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 CL O SILICONE SILICONE 48" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 0 DOW CORNING 899 DOW CORNING 899 a GE SCS 2000 GE SCS 2000 54" 75.0 80A 80.0 90.0 37" 75.0 80.0 60.0 90.0 p m z m 60• 75.0 80.0 80.0 90.0 53 a 8" Solo 90.0 p .r $ i� •� !` •� 66" 75.0 80.0 80.0 90.0 94: 0 80.0 90.0 p . , . p 4 j !j w 4 j j 72" 75.0 80.0 80.0 90.0 26-_1/2 T3. 80.0 80.0 90.0 a' II it 5 w !1 !I 5 24' 754 80.0 80.0 90.0 37' 75.0 80.0 80.0 90.0 Q G !I !i AT 1/4 POINTS !i !i AT 1/4 POINTS - ---- 50-5/8" a 8 ON UMS WIDER ii ii 8 ON LTTES WIDER 30" 75.0 80.0 80.0 90.0 53-1/8' 71.3 76.0 80.0 90.0 fQ O n THAN 36" ONLY L THAN 36" ONLY 36" 75.0 80.0 $0.0 90.0 74" 71.3 73.1 80.0 90.0 x uJ. 42' 48" 75.0 80.0 80.0 90.0 26-1/2' 75.080.0 80.0 90.0 48' 75.0 80.0 80.0 90.0 37" 63" 75.0 80.0 80.0 90.0 Q �+ #8 X 1--1/4° SMS #8 X 1-1/4" SMS 54' 75.0 60.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 ATS 3-1/2" FROM ENDS A`T'3-1/2°O.C.FROM �vENDS so' 75.0 80.0 80.0 90.0 26-1/Z" 75.0 80.0 80.0 90.0 .-. AND 10" O.C. MAX. AND 10" VMAX. 66" 75.0 80.0 80.0 90.0 3r 76' 75.0 80.0 80.0 90.0 (j p GIASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8' 67.9 69.9 80.0 90.0 " J GLAZING OPTIONS 24" 75.0 60.0 W.0 94.0 J •••Ln 006 30' 75.0 80.0 804 90.0 04 0 N 36" 75.0 80.0 80.0 90.0 W •• 9 w • . •• 42' 75.0 80.0 80.0 90.0 goal •• I.. t3 •� •'••: 48° 60, 75.0 80.0 80.0 90.0 ••• •• :••••; •.... 54° 66.8 71.3 80.0 90.0 ..• •g �� • • 60' 60.2 64.2 80.0 90.0 L ••• I 3:: !�r7� ••••• 66' 60.2 64.2 80.0 90.0 ••• 1 O a ...... WIDTH .�.{ I • • 1 •• WINDOW WIDTH WINDOW WIDTH W. I 72" 60.2 64.2 80.0 90.0 ', �,�,� • Z k.° •••• • r 24" 75.0 80.0 _ _ 80.0 90.0 : • •••• 00- -j r ---- 30" 75.0 80.0 80.0 90.0 3 A%%�� OZOp__ I I36" 75.a 60.0 60.0 90.a 1WI 42' 72' 75.0 80.0 80.0 90.0 wI I75.0 76.6 80.0 90.03I I 54" 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 60' 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24" 75.0 80.0 80.0 90.0 If WINDOW WIDE WINDOW WIDTH WINDOW WIDTH 30" 75.0_ -80.0 80.0 90.0 0 ' fI _ 36" " 75.0 80.0 80.0 90.0 084 o o r 1 FE, 42' 70.0 70.0 80.0 90.065.6 65.6 80.0 90.0 Z• 54" 64.3 64.3 80.0 90.0 24" 75.0 80.0 80.0 90.0 3 3 W. WIDTH 30" 75.0 8Q.0 80.0 90.0 N h L A 36" 96" 75.0 76.2 80.0_ 90.0 NOTE: 'v o .1 i ti r 42' 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE L 0 < �, a WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH � 43" Ss.s 59.9 60.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 30' 75.0 80.0 80.0 90.0 En JAVAD AHMAO c c� 0 108" 9 r 4'ROI)UCT RBVISf+D �s j % z 36' 74.5 74.5 80.0 90.0 nnl Q592 as complying with the FlOdit r I r I r I I 42° 61.5 61.5 80.0 90.0 C.A.N. Bu'slding Code 3 L J 24" 75.0 80.0 80.0 90.0 Acceptance Cl anion D��© ! 30' 120" 75.0 80.0 80.0 90.0 B ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 Y tvlirtni ado oduct drawing no. SHOWNVERIFIEDIN DOTTED BY iUNESBINGPANDROBTAINIINOG ALLOWABLEHLOADSU FROM THOSETAPE WITIN SQARE OR SHAPES.S JU 2015 W09-20 sheet Z of 5JI BYTYPICAL. ANCHORS WOOD BUCK SEE �• FOR SPACING METAL TYPICAL ANCHORS 2 DOD SUCK STRUCTURE SEE ELEV. FOR SPACING OR /w o 4 ; d ' G•a v '• I MIAMI-DADE COUNTY APPROVED WOOD TORE I� g a °4 a a • ` e 4 a a s ° o MUWON & MULLION ANCHORS Q 4'. SEE SEPARATE NOA Z 3 I '•� I WIN 0 y 0g 0 REP I L � N vzi 0 t v 77 i 3 CY R I 0. !j j TYPICAL ANCHORSTYPICAL ANCHORS G I` SEE ELM FOR SPACING SEE ELEV. FOR SPACING O: �z Q ;ui_ I6 I! tj WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ANCHORS.' EE ELEV. FOR SPACING !! !' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /` k � E311' `ELCC!* Fu=177 KSI, Fy=155 KSI) J U o AND TRANSFER THEM TO THE BUILDING STRUCTURE. '` D STRUCTURES -I 1-1/2" MIN. PENETRATION INTO WOOD • •:• ••••� ii THRU 1BY BUCKS INTO CONC. OR MASONRY •� 4 19 W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •• H t7i•• '• • ...... DIRECTLY INTO CONC. OR MASONRY ��•Ic • O j j '? 1-1/4" MIN EMBED INTO CONC OR MASONRY ••• o r .• 3 W 304 (GRADE 2 CRS) ••• o �—0. to •••.•• zz 1-1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"� , Z_a�' .• W ji ii INTO METAL STRUCTURES . 4 3:: h STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •• 0..* Y �....; !� !j ALUMINUM : 1/8THK. MIN. (6063-T5 MIN.) of U t�. !j !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � W °' INTO CONCRETE AND MASONRY = 2-1/2" MIN. !i !i INTO WOOD STRUCTURE = 1" MIN. ta- b !! !! INTO METAL STRUCTURE = 3/4" MIN. i! i! ly !j WOOD AT BEAD, SILL OR JAMBS SG = 0.55 MIN. g o !i !i CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. " o !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 1500 PSI MIN. y it i+ a� z B � i! i! !i !i is 2 I I _ I! I! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i3o a 6 + ! z JOINT SEALER. I I r Engr. JAVAD AHMAD PRODUCT REVISED E o CIVILas complying with the Fia1 iv a 705 44 ° A• F CAN 38 92 t Building O * rt o _ Acceptancel�io 17/•r0711�.f m p •4. e . ' _ o•-o •• . . Expiration Date r l o E ,• .4 v • e °�• .a a. d - r.: .n v V_ '9°'• 9' i O w y 7 > BY I I ^ ' I TYPICAL ANCHORS Miami ala pro", drawing no. s a TYPICAL ANCHORSSEE ELEV. r. o SEE ELEV. FOR SPACING 18yWOOD BUCK I FOR SPACING JUL 2415 wog--20 sheet 3 of ITEM # PART READ. DESCRIPTION MATERIAL MANP./SUPPMER/REMARKS {� v 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 2 FY302 AS REOD. GLAZING BEAD- 7/16" GLASS 6063-T6 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 1/8" THK. 6 z n 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB � 6 ALUM STRAP H I-u I 5 FIB-5d 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE / v 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063-76 OPTIONAL. Q 6 — 2/ LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A Q; Q u. GLAIe~i ga4� � 0 �hc .0 LL z�= roi r — 1 WELDED JOINTS v J MIAMI-DADE COUNTY . V1 •• o • APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MRER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS ` W • • SEE ELEV. FOR SPACING ••• • • • CORNER DETAILS •" • •• ..•... ' � r Q� •ees• t t ••e �, 0 �i •••••• s•e z� 0p • • e � • 0•Zryii� ••e•e• _- ---- ' • • 4Jj • 3 w TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIM j 1/4" MAX. v, 1/4" MAX. SHIMS TYPICAL ANCHORS o ` t $ SHIM SEE ELEV. TYPICAL ANCHORS w w o FOR SPACING SEE ELEV. " v < 6 FOR SPACING H 3 ; z z t a. y � a �n m C METAL �_ STRUCTURE rn g o 0 0 ..-.. . .-.._.-..-..-.-..-.- ._.----.-.-.-.-.- .-.-.-.-.-.-.-.....-.-.-.-.-.-......-.-.-._.-. t •V 0 -1-1-1-1 4 - - 4 d WOOD B K .� R Dv 9• ML PRODUCT REVISED WOOD STRUCTU - En . JAYAD ANMAD as complying�viNr the Floridst 6 N X • v FLA. 70562 pudding t::ode o � _ 18Y C A Acceptance No 1 0 15 M� 2 EXTERIOR ' WOOD BUCKS ft irat4ade teSim& l 3 1 e By O.L OPG. LVIi iroductdrawing no. 1)Q 2015 W09-201 WINDOW WIDTH sheet 4 of $ METAL 8 STRUCTURE N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—RADE COUNTY APPROVED I q SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS ap s• e,e ' I SEE SEPARATE NOA :+ ►� _ 0 1 ppo ALT. O a Q 0. A CSM to a TYPICAL ANCHORS d � �LL � SEE ELEV. FOR SPACING LL Z N QW � N J 8 0001 W u•� •••�• ••• trI t • 04 000000 tI 0 uz 9 .. f0.•0f • QJO 0 •• o His • � of 0000• .•• it 3 °' • •.� w d.0 •N 0.000 .... 1/4" MAX. + Z �• SHIMS ALT. •••000 • • • R • rfALJ 0 0 4. W as 22•� ` 4 O s 4 4 . IC TYPICAL ANCHORS w Wo SEE ELEV. FOR SPACING p a H $ 4 °' g $ z • 4 . O . O Q Q d O d ALT. 2 �a m a a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn JAVAD AHMAD PR.ODUCT REVISED � a as Complying%vith Oho Florida ii N A. P 70592 lTuildillg Code o FIc a a Accept oNvo 15-0 5.tiffp q q• Ex ., ttotl Date 1 1 u O �, O •O v II�{ l y 4V q ° TYPICAL. ANCHORS Miucni Product drawing no. SEE ELEV. FOR SPACING / W09-20 sheet 5 of +$ t 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS w Go0 0 .090" Interlayer .090" Interloyer I Butocite PVB Butocite PVB a By 'Kuraray America. Inc.' By 'Kuraray America, Inc.' Q 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �q a SILICONE SILICONE a 6 z m DOW CORNING 899z 40W CORNING 899 W M u in 26 26 f�r UL UL rn 14 8 rn 8 M Cy Q a t\ ! 0 \ ! 34 0 13 0 o - SETTING BLOCKS AT LAM. GLASS w h r tJ y J REQD. FOR WIDTHS EXCEEDING 36" ONLY. z I✓ CBLOCKS KKS$ BEAD LEG TO Q GLASS TYPE G2 � J � 1/8" TEMP. GLASS 5/16" AIR SPACEV) tte • 1/8- HEAT STREN'D. GLASS ' Lill • • • • •M • .090" Interlayer •� : •••• • Saflex Clear And Color Glass V' tat w • • By 'Eastman Chemical Co.' ' •� (/) •••"' 1/8" HEAT STREN'D. GLASS • c •0) • .•••• 12 SILICONE b •day : o••••• z in DOW CORNING 899 Z 3i L "00. • 2 N 26 ST. STEEL ' F Z d aQ METAL SPACER d •v ' . • rn15� 8 - • G-d • • • l � 1 (� � 35 SILICONE X SETTING BLOCKS AT INSUL. LAM. GLASS o SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. `..___..� STAND ALONE SINGLE SIDELITE SEE SHEET 3. NOTCH GLAZING SEAQ LEG TO CLEAR BLOCKS o N W SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. a a a LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' U $ g APPLY TO ENTIRE SYSTEM. PRODUCE REVISED v� o pa esrvoyJsg wilk Ibir Florida °' & DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION Ab"agCe ii ys„6L��,t3 RESISTANCE IS REQUIRED. p rhItks/iM+Dile bl l y N a v� RR r\ C •-- •+ •- 7 `OM1 bt`A 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE fk O N O O REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Ki6w rrwwtGeatroi > m HURRICANE ZONE (HVHZ). c 1BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eng JAVAD AHMAO g o CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. PE # 70592 0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 3536 6; NOT PART OF THIS APPROVAL. 3 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ZOOS drawing no. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT 2—�o. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of g O U 39 3/4" MAX. 76" MAX. 37 3/16" MAX. OD FRAME WIDTH FRAME WIDTH FRAME WIDTH cv W HEAD & SILL ANCHORS 0 m AT STILE ENDS °P z 12" (4) AT 3" O.C. 12" 12" W a 5" MAX. MAX' 5" MAX. MAX' 5" MAX. MAX' IL HEAD/SILL A SILL HEAD/SILL A SILL t HEAD/SILL F HEADi0 U CORNERS CORNERS �'^ '�� CORNERS IL ` J 0 t I I 0 G / / 0 a GO: ii J I� 0 0.Q a vi ii // if / ii 0 � -u -0 ----I� - ---li---- --M7_--_ __ ----Ir---- � N � - I c --�--- 11 a W LOCK OPTIONS J II LOCK OPY*NS #1 OR #2 / II #1 OR #2 \ H II d 11 (OPTION 2 SHOWN) II (OPTION 2 S, W II SEE SHEET 7.1 r'- SEE SHEET 7. w /I w a J ii'/� FOR DESCRIPTION J '/1' FOR DESCRIPTIOI�i n w a fi'� V) - N o II�/ co = r�i s n o /�+/y /� gd g r` o /H/ U o °' 00 to � m J �/ �'W �° to _i -- �� ��� N aD J -- 11` N _! 'n rn w o - ----- °� - --LL----430 ri ® °� o b __J1_---- o �- -n----- m �- --�-- - �/ --'1T----- v • II II II U) tl iV II / I! • us •.alb •..•.• � II j II • O II II II •� • �• it � I1 / II • I' � •• • � •....• 11 Il II I I � I I � / I I • t-ji Nei.•�• • LJ 00 II II / IIto /CB I. Lt- z -jell Az. CTNE 1 INACTIVE I ACTIVE • ' Z u> 966696 • •�. • to to o O i.•.•i SURFACE APPLIED °D Z SURFACE APPLIED7 an z SURFACE APPLIED co z N g • FALSE MUNTINS OR 26 15/16" 'lM FALSE MUNTINS OR 26 15/16" 26 15/16" gdcr FALSE MUNTINS OR 32 3/4" DECORATIVE GRILL D.L. OPG. `o cot DECORATIVE GRILL O.L. OPG. O.L. OPG. m cot DECORATIVE CRILL D.L. OPG. to '0 MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. in LEAF WIDTH LEAF WIDTH v s � � (X) (XX) (0) d s STAND ALONE SINGLE SiDELITE 2 W o DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SEE SHEET 3 FOR CAPACITY a SINGLE DOORS (X) DOUBLE (XX) oNi a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF FRAME ptWaUC f g wV{SEA EXT.(+) INT.(-) EXT.(+) INT.(-) os cal�Pirleit with oqr FMrialr, tin J- �2WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT39-3/4" 37" 98" 70.0 75A bukkO�GOdB0)J, 2 o78" 37" 98" 70.0 75.0 Acteptaaxe Ne m Espka/Mr Date > 0 � c ItaMi " CM�II'!'O♦f a GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" CML Engr: JAVAO AHMAD g D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. PE 70592 0 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 CAN. 538 a� o v 3 v v NOTE: A 2015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) W12--08 AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF 148" MAX. V W DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH o STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW N HEAD 8c SILL ANCHORS SIDELITE SIOEUTE WITHOUT SIDELITE SIDELITE WITHOUT WITH (4 STILE"ENOS a FRAME FRAME FRAME FRAME CLUSTER OF (4) AT 3 O.C. REINFORCING REINFORCING REINFORCING (4) ANCHORS - WIDTH HEIGHT WIDTH HEIGHT 6" AT HEAOjSILL 12" C"• w c� INCHES INCHES EXT.(+) INT.(-) I INCHES t1�T EXT.(+) INT.(-) MAX- 70.0 s 24 7fl.0 75.04,_ 0 =. 70.0 75.0 5" MAX, 3" p GG O N 0. i ` TYP. O O 30 70.0 75.0 3fl 70 0S 70.0 75A CORNERS F A SILL -- \ G V 36 82 70A 75.0 36 c82 1 70.0 75.0 70.0 75.0 I�. lit 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 24 70.0 75.0 24 70.0 75.0 70.0 _ 75.0 .♦� o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 t I I t \\ Q a.a C O 36 86 70.4 75,0 36 86 70.0 75.0 70.0 75.0 I! 1l I 1 � --1J_ _ I i 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ---=it---- =--t1)) 42 61.7 66.1 42 61.7 66.1 61.7 66.1 I I �! I t \ ),�. Z N 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 69.8 69.8 30 69.8 69.8 70.0 75.0 92 92 tE 36 64.1 64.1 36 64.1 64.1 70.0 75.0 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w c a t l'�' 11 �' a �f' m 3 N 24 63.3 63.3 24 63.3 63.3 70.0 75.0 r /K/ O O Ci 30 98 57.8 57.8 30 98 57.8 57.8 70.0 co 75.0 as -) i I r I F i i ^-I I _...... - w _-JL----- ---- ----- 1 i ,n 36 53.1 53.1 36 53.1 53.1 70.0 75.0 ==---It ---- �----ti----` 1 1 -� / - ••°�• 37 52.4 52.4 37 52.4 52.4 70,0 75.0 11 REINFORCIJ• • '• • Ld AS READ NG i i `\ I I L K OR IO S • f y �j�•• • .I •••••• SEE CHART -== ==== ===�s==== I i 1 1 OR/ 2 �� w� • • 11 11\ I ( (0 TJON 1 S-1010 } U) •••••• II II I 1 • � SE SHEET .1 I . cn •• DESCRI TIO �� rn ��:•�• G BOD 1 \ 11 • Q O�' ••••• \ I I / • to •••.�• • •r�Gi • 39-3/4" MAX. (SINGLE) - -' -'�� m •O - w •••• SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) SURFACE APPLIED g W w r- • FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" DOOR FRAME WIDTH DECORATNE GRILL O.L. OPG. D.L. OPG. D.L. OPG. iO v MAY BE USED NOTE 37" Flit?DUCf REVISED FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTHcomplying eg C d wi1M the Fiarflia FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) Ascoptsecc No 1 OCG • ', LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX. (DOUBLE) 6>,pil�afior Retr = U S WILL APPLY TO ENTIRE SYSTEM, SEE CHART AT LEFT DOOR FRAME WIDTH o a R i�•.�-. ,. L o 001 (OXXO) ei +e Q MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 GLASS D.L.O. DIMS, c o poi; 0.1-0. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" y a g D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" m a m v N O I Engr. JAVAD AHMAD in ® o CML H PE 35% 70592 0 AN.N. 38 NOTE: 9 m GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of Q PROPERLY SECURED THROW"(30t EDGE 01ST. SEEMIN. TYPI ELEVATICAL CONS S 18Y WOOD BUCK OR W000 BUCK W EDGE DIST. PENETRATION — FOR SPACING '" W0000 D STRUCTURE 6 EDGE DIST. SEE NOTE SHEET 1 METAL I 4' •d' a4 v oaa a •` EDGE S STRUCTURE N a EDGE DIST._�lflll JL Z �- V U Tm WU a CE25 I , N o a ai IL ! I Vf = r WNtj26 2 TYPICAL ANCHORS CHORS TYPICAL ANCHORS � SEE ELEVATIONS TIONS SEE ELEVATIONS 7 FOR SPACING FOR SPACING FOR SPACING O IL h a a I ! r----------6_666.....—._..—...� LL z ,!MIAMI-DADE COUNTY APPROVED I I J 10 N II CLIPPED MULLION I I Cz7�My !j SEE SEPARATE N A f, 11 i 1 t�--- ----- -----_--�t 04 Lf�J J 0 C> J g ... to 966699 • ••Q.; • GLAZING OPTIONS • H 6• � •• SEE SHEET 1 f// YANCHORS 66 •• !EE ELEVATIONS Sol . W • 6669•• FOR SPACING 'map 6 • • ci Q'e 6 •• W a 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS y U'M m gco _ a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• a C:6" 666 • 471 THEM TO THE BUILDING STRUCTURE. •• •� r 1_j •• Z $ '. • 999669 SEE ELEV. FOR SPACING : rWn `i •'•"• LJ , u=177 KSI, Fy=155 KSI) N W • I L) Y�WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY PRODUC f REVISED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) oseaplying wult the Floridt o 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) tt*r 'ttC°d° g Aaaptsat!AIO 15..G 603.1 c0 W `� w DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) tSa+ •�-��w.� g 7a 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) CO "'� °' ac i I "F-' - )(GRADE 2 CRS) mogm 33 t 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") v Q NNN 1 ! 2s 2 INTO METAL STRUCTURES y o o g 13 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN,) L °c a m v 25 ► I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS v=i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N _ J Engn JAVAD AHMAD n - p. ....._....... ..............: 2 CML TO CRETE` Tl MASONRY = 2-1/2" MIN. .N. 38 o M a. a INTO WOOD STRUCTURE = 1" MIN. o 3 a' INTO METAL STRUCTURE = 3/4" MIN. 4 ZM EDGE DIST. TYPICAL ANCHORS no. 1/2" MIN SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drawing THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN, W� 2-08 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. sheet 4 of 9 1/4' MAX. /�`� �'� CONCEALED FLUSH BOLTS ( i} ) 1/4" MAX' SHIM \� LEVERS AT STILE FACE �/ SHIM °Q 3 18Y I TYPICAL ANCHORS , WOOD SUCK SEE FOR SPACING 16 ACTIVE LEAF p Q a v: 1 26 13 _D a- O c 0 24 w V L) v TYPICAL ANCHORS p �i Lu ' _ _ ; �} ;3 SEE ELEV. v w FOR SPACINGof G 0 I 25 9 EXTERIOR v .0 N is O.L.O. Wz mg METAL STRUCTURE 37" MAX J Qs SEE SPEC SHEET 4 LOCK OPTIONS Q LEAF WIDTH 01 OR #2 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4" MAX. g U o SHIM J 1/4" MAX.• : o SHIM CONCEALED FLUSH BOLTS E ••••• ...... 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY WOOD 89 K ; • M Go TYPICAL ANCHORS LEVERS AT STILE FACE OR UL/ • SEE ELEV"' WOOD STR TURE .. •• see*:* FOR SPACING ' 16 INACTIVE LEAF ACTIVE LEAF EE NOTE HEET 1•• � L • • • in [n 1-t • • ••••• 26 13 26 •• 3 to M rn • • EE ' 24 •• o Q pts► ••••• • Z y?LL •• bILI 3, Z •••••• W ( }} ` _ _ .-�•' • ' 23 ' 25 TYPICAL ANCHORS 9 it 10 SEE ELEV. 19 U.L.O. D.L.O. FOR SPACING + LEAF WIDTH LOCK OPTION 12 EXTERIOR 3 v) 9 10C3 IRi LEAF WIDTH o - 76" MAX. `v g DOUBLE DOOR FRAME WIDTH i i REVISED 2 POINT LOCK ASSEMBLY—\ POINT LOCK ASSEMBLY as complying Wilk the I%rldh ACMCINItrEIO •66a3•l G 1G N N INACTIVE LEAF ACTIVE LEAF rup pate 20 l ° o ry o 0 T c, o (s 26 b[t�atf DltiriltvittetC•tat"01 Engr. JAVAD AHMAD i CML 1'w�_ '"" :"'"z_ " i_ FLA. PE 70592 N .. AN. 3538 ,- tip v W $ u EXTERIOR drawing no. S� W12-08 DOOR DETAILS LOCK OPTION #1 sheet 5 of g V � TYPICAL ANCHORS OD SEE ELEVATIONSH FOR SPACING 1/4" 1/4" MAX. N EDGE DIST. _ _ SHIM SHIM q 3 1 BY 0 a•. "..t : .' . WOOD BUCK 2 Zd • TYPICAL ANCHORS SEE ELEV. 4 w FOR SPACING i6 •: o U LC p• O UI - � QQ 2 w + TYPICAL ANCHORS O I Q Q o i� SEE ELEV. C w :e FOR SPACING H LLJ U.uJ 0 la EXTERIOR , ,� I✓ 4 D.L.O. Q' METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. R 37" AT 98" HT. MAX. SINGLE SIDELiT£ WIDTH pRODUC f REVISED U o complymg vrltb ibt Florils m J N hwmafcodo iace No 1S-O Lai•13 O`�{ Co..�L �i1p�M 1�tC�F"�1 W C • � L •.� 0000.• GLAZING OPTIONS REINFORCING �+ + ' F' • SEE SHEET 1 #12 SMS 18 AS READ. •. 0 } LJ " 0 1/4' MAX.• .• H AT 5" FROM ENDS a SEE SHEET 3 •. u) O'Co • 666004 c� AND 11" O.C. MAX. • 6t, . 0 • S Qi SHIM . 5 3 •� } �' &qroI ...•90 w O 6 •• O O�� � 0999• � Z ��•ap 0999•• • .'a i : p 00 0•99.6 0 O �'� .•�. 0 w I 26 13 0096.• • w:• j 24 •0 U Y ..� . • w � w �— TYPICAL ANCHORS Lb 2 SEE ELEV. o N 3 FOR SPACING ,$ U U 23 Z q 14 15 3 25 g� Iw- it c> a D.L.O. t9 9 O.L.O. c 6 a U 4 4A EXTERIOR LEAF WIDTH °' Z MAW Cl 39 3/4" (SINGLE) SIDELfTE WIDTH 76" (DOUBLE) p p N O O MAX. DOOR FRAME WIDTH in c a$ .5 2 %- r < m u O MAX. UNIT FRAME WIDTH _N Engr: JAYAD AHMAD i e� th CML N FLA. PE 0 70592 o n 22 CAN. 3538 .._..._........'................,..a .. v° .6 u v 4. b drowing no. v EDGE 01ST. TYPICAL ANCHORS S ' 201 W12-08 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet 6 Of 9 ITEM # PART # REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U 1 E601 - DOOR FRAME HEAD/SILL 6063-176 - �� o I 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - Z j 4 E604 -- SIDELITE TOP & BOTTOM FRAME 6063-T6 - F a 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - N I 5 E605 - SIDELITE FRAME JAMB 6063-T6 O U 6 E606 - SIDEUTE SLIP ON JAMB 8063-T6 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 9 E609 - LEAF HINGE STILE 6063-T6 - 0 1 vi Q 8 10 £610 - LEAF LOCK STILE 6063-T6 - O 11 E611 - LEAF ASTRAGAL STILE 6063-76 - -0 N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Q w 13 E613 - LEAF CLAMP 6063-T6 4-1/4- LONG J N$ 13A E613 - HINGE BACK-UP PLATE 6063-76 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 14A E109 - GLAZING BEAD (7/16- LAM. GLASS) 6063-T6 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - U o 16 E616 - SNAP COVER 6063-T6 - `� J C J 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN $ 00 }8 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - ••% 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W • 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. N • n•.• ...... 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. )" uj a • • 22 X12 SMS AS RE40. FRAME ASSEMBLY SCREWS - - �.r- -..oi ••••.• lis • • 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS • 'd PO cQ7•� ";"• 24 - - 3/8- DIA. THREADED ROD STEEL - • Doe O•••J� •.••• '� •••••• 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB ' Z i`i Goo • • 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM : ••• 'S i� ' 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB • •� 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. • . () •••.•. • • 29 E622 - FLUSH BOLT CUP NYLON - �' • 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 X10 X 3/4- 2/ ADAPTER FH SELF DRILLING SCREWS - 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 � a p 35 1 2/ LITE ISETTING BLOCK, 1/4" X 3/4' X 4" LONG I EPDM AT 6- FROM EACH END, DUROMETER 60±5 0 N ` g a Iwo � SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUC I'IREVIISIED 'd N fV with lie Flo" o o '1 o p0. @L l'O ]1 .m O O O Aettptlwte 1Vo 1 -OED 'bomag Codei ` cam EvIev"Dole-3043,14t. I-- "b`411 �.�. a ' Engr. JAVAD AHMAD IMfldld tM�r �tCeafro>i u CML I cp FLA. PE 70592 o n C N. 538 drawing no. , EP 4 2W, W12--08 sheet 7 of 9 LOCKS: 4ft 8W OPTION 1. OPTION #2' N ACTIVE LEAF: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Z �' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM Q m 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON I AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM C N THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODSQ a 0 CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC. � LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL C 19 INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM Q 3 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8--32 X 1/2" FH MS v 13 HEAD AND FRAME SILL Q T Q Q a THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS INACTIVE LEAF: LOCK LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' Q 100 1 ` r 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL lz 0 q MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE 11c In OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LL z N LOCK FASTENED TO STILE WITH (2) #8--32 X 1/2• FH MS Q a OD } LSI � • • %/ 1 %/ II i/. �/ �/ //. •• •b �. •••••• \ 03 z 00 P+tonuc r REwsEo y IL 00 1 \ I I \ \ us COODwith 111e 1El4rida o � > Z 04 ••w••• \ \ / \ \ / AlOtptMte[V4 S••bL D 7r•1• .0 p •**J `'�-' • • yy _ •••••• \ i \ I 1 / \ � \ ,e / )R1t�tC�� �• V .-ted•� • • 1 iI 4 NW � m � ACTIVE INACTIVE ACTIVE ACTIVE INACTIVE ACTIVE t`Mlt!'Ql U < O v C N -a O fJ ft � K � C 1 � 8 tip O pOpH� •� O O O 0 , m V HINGES: N 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE Engr. JAVAD AHMAD ry a o PART FD-107 BY SULLIVAN & ASSOC. CML 1 rp i� FLA. PE � 70592 o M 3 HINGES PER LEAF CA 538 BOTTOM HINGE AT 10-1/4" FROM BOTTOM f, TOP HINGE AT 11-3/4" FROM TOP nr CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS drawing no. (5) SCREWS AT HINGE STILE W l 2-08 (6) SCREWS AT FRAME JAMB sheet 7.1 of 9 1-1.750- e 4.000 � � w .078 .519 .394 t .130 o 825 I .803 .045 .803 �►� .050 .803 4L.045 F-1111.625 .078 4-_ i I 0 z 4.031 1.047 1.047 F� 1.172 I� a 4.750 2.062 t4 GLAZING BEAD 14 GLAD Ifi GLASS 1s GLAZING c�ass4D � 1 DOOR FRAME. HEAD/SILL Q 4.000�j 1.507-.4 1.507�I c w 2 o paao 7 LEAF TOP/BOTTOM RAIL Q .0►�-- 1.625 - 4.719 .078 3.719 .Q78 4 Z ty� 4.781 1 to ei 078 1.750 1.507 8.250 1.54Q j J 4.000 7.531 � � x.312 o J v� s LEAF HINGE STILE 062 PROMIC f REVIWO • •• seer.• I M cona1Hf)"g with Iht Ff4wWlz' •• W e NMA •• L11-.750 507�I 5.344 bnrling QW4 .•• �'j•• * •••••• 4 000 s LEAF W'STRIP ADAPTER B Dace tftpU=v �' c j �c• „� _ . :*see: � t +fi4}- •.. (qr_... erre. SIDELITE TOP & BOTTOM FRAME 094 1 ►e,t t +M Crr>Md•. p 1.750.750 1.507 �1.750 3 t 442 •e Z �t, . •• o7a .329 �• .ewer. � .078 J 7a 9" BOTTOM RAIL 1.584 0 "r_jI-T �....w 12 e• Fes-- 1.8121 W 0)10 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 281 2 FRAME COVER 5.344 -I- .078 375 t5 f�-.687 I 1.750 2.081 125 125 v 050 1.197 1.50 1.574 3.781 W w w 3.719 .078 N .154 I � 0 0 t t 4.000 13 LEAF CLAMP t6 SNAP COVER LEAF ASTRAGAL STILE HINGE BACK-UP PLATE 9.000 in N 8.281 0 /L1 N IV 1.500 1.500 1.250 i8 ;� o o $ 625 lis -� 719 SIDELITE MULLION REINFORCING a .078 Engr. JAVAD MMAD » 9 0 CML 4.000 4.000 FIA. PE 7Q582 a n 1.625 4.188 C.A.N.�53s WU.078 2.097 v ^�7 d7$ 4.000 5E 0 ► 2015 drawing no. 4Av W 12-48 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of 9 V 22 22 w 00 az � i N Z � J / O '916P rL IL a a IZ �W O aQo � O `oma Qul CNIJ J m o +n (n • .� W •� .f DOOR FRAME CORNER •� N �� ...... .. }- W . • SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORbIER O o r i .90.00.' 0. Z LL- • • O 3S -,&- ....•• . `fl. • • c 9 W O)m 1 PRODvc r MISCO ,stamimy+egwith sae 1"Od& 12 v � �RY t'COWd R a a ,,11 w 111 I T 1j9l V V III 1 \�Illil 41 O 111 I III II4i-L it�� z Engr. JAVAD AMMAO M ML FLA. 70592 o n C-A . 3538 a a v I `� v 5F 2015 drawing no. LEAF CORNER W 1 2-08 sheet 9 of $