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WS-16-28 l�*� Miami Shores Village ®ems CEIVED Building Department J N2 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20V-fS BUILDING Master Permit No. �� PERMIT APPLICATION Sub Permit No.if t BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKSCHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 101 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:38f0 -0�Z A�Y(/ Address: '!5 I ZjZ City: I State: Zip:a 1 Tenant/Lessee Name: Phone#: Email: i I CONTRACTOR:Company Name: N IC Jl On CZ � -�Ll c'.a Phone#: Address: 1-6,51 Ct kG te: City: P255+2i I2Y:)A/,& P1 A/ 6;S State: . Zip: 33-02,�_ Qualifier Name: f l o k'Ac4 0 V4 `9V jz Phone#: State Certification or Registration#: C 1 /2,50 4– Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ � &K-3 Square/Unear Footage of Work: Type of Work: ❑ Addition Ff Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ��` yj_,) yA s i —_r>G<j V'-- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 1 'C71-5 (Revised02/24/2014) c � Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City ,.-�'! State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochur will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commen em nt m st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. !n th ab ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign' ign ture OWN or AGENT CONTRACTOR The foregoing instrumen as acknowledged before me this The foreg instru ent was acknowledged before me this � day of --�-�-2_ ,20 �Cs ,by � day 20 �� ,by L,-V4-c� ! *-Q�w.ho`•s personally known to o who isersoQ nally kno!�p to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign*_ �- CA U ARES MARCOS LINARES con�MlPrint: •. :« Print: 7 2017 EXPIRES Fe 07,2017 �"' Seal: � b"'ery Seal: Z**��*�ww�ww**�►*www�r�s*****s«**��$�x�xas�a*��x+��x*s�**�ss�as�**�a�ss��a*a��s*a�s�*s�**wx�a�� vf APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S 1 5� Miami shores Village Building Department I�'R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 CHANGE OF CONTRACTOR/ARCHITECT Permit N. Vj,�-5 -I z9 Owner's Name(Fee Simple Title Holder):ftj e5 xc,�Oc taj 1' f Phone#: ` r(o z Owner's Address: 2-01 S NeG. —7,92-V City: r'TI sU/(1 - - State: !%L... Zip Code: Job Address(Of where work is being done): 1 C) 4P City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: *_Z C2J*( , O��G Phone#-21h " Address: (�, City: / ►7 State: Zip Code' P Qualifier's Name: f7e_ P 4b TL{-ic" JibJ Lic. Number: Architect/Engineer of Record Name: - Phone#: Address: City: State: Zip Code: Describe Work 1 hereby certify that the work has been abandoned and/or the contractor/architect is unable or un Ming to complete the contract. 1 hold the iI ding cial he Mi I ores harmless of all legal involy Signature Signature a APgoo_YAed7aed Coma The foregoing i before me The foregoing instrument was aknowledged before me this2O day of 20 ,by� /J�tSu this_ day o 20 by n1 sk Who i e own me or who has produced who ig.WMn0!Xknown to me or who has produced as indentification. as indentification. Notary Public Notary Public. Sign: ' 16, Sign: ' at�Es . •'c MY COMMISSION EXPIRES FeWtAM 07,2017 Seal: W MY COMMISSION 0 EE872882EXPIRES Febuey 07,2017 3/bo183 .oaa t t NICNAR CONSTRUCTION,LLC 1551 WEST SANDPIPER CIRCLE, PEMBROKE PINES FL 33026 PH.: 954 696 4575 FACSIMILE 954.431.57.79 CCC#1512504 Date: Z 2- - IL State of .i.u ..�:5 ............ County of... V.��..:::::: ..� ........... .. Before this day personally appeared:L-----V.0.P%ow being duly sworn,deposes and says: That he or she will be the only person worldng on the project located at.. .. L O.a:: :...J Sworn to(or affirmed)and subscribed before me this 6..day o . . ..20.Vca.By .u�.elce 12..... .... ��. Personally known....V....0................ Or produced identification..................u........... Type of identification produced................................ Print,type or stamp name of n . .r MARCOS LINAREScoMMISSION V E � EBT EXPIRES FebnJWY 07,201? . 53 Miami shores Village Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ??;Notice toOwner- Workers' Com ensation Insurance Exem tion z,��r"�;��fi,'x rprdt.'#esa'' + ��n�4�� l'"J�k,Y a�3�s��, �%y��' .�� .:y dF s",.✓� f' ��,, ty�s-� Y +4 a!a 'i.Ar ._.�`IeSZ'.r,�a '�X. r '. :� �' � «�`< r Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate of or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1- The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part time employees or subcontractors. CONTENTS. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS Signature: State of FloriM County of Miami-Dade / - The foregoing was acknowledge before me this -7-1=1 day of ,20 /62 . By who' onally known to me or has produced as identification. Notary ' • , alq LMIARES z•: �'� My G01AMteSlOMtr EE872S82 SEAL: EXPIRE Fttty 07,2011 4!„ Oto 39&Ot83 oom J Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252422 Permit Number: WS-1-16-28 Scheduled Inspection Date:June 28,2016 Permit Type:Wlndows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: I Work Classification: Window/Door Replacement Job Address:1460 NE 101 Street Miami Shores,FL Phone Number (305)898-7882 Parcel Number 1132050240050 Project: <NONE> Contractor: NICNAR CONSTRUCTION LLC Phone:(954)6964575 Building Department Comments REPLACE 19 WINDOWS AND 1 DOOR 1011tactio Passed INSPECTOR COMMENTS False mmen.., 01120!2016-STATE CONTRACTORS LICENSE HAS BEEN REVOKED BY THE STATE THIS IMPACTS BOTH EXSITING AND THE ISSUANCE OF NEW PERMTS. Inspector Comments Passed CREATED AS R INSP_EpCTION FOR INSP-250517. not ready. Failed Correction Needed Re-inspection Fee No Additional inspections can be scheduled until re-Inspection fee is paid i� June 27,2016 For Inspections please calk(305)762-4949 Page 5 of 32 e , Miami Shores Village ' 10050 N.E.2nd Avenue NE '' " W q, d y d .H f Miami Shores,FL 33138-0000 � 3 � � • ,i, ,, y 3*,,;w Phone: (305)795-2204 ♦� py Expiration: 07/16/2016 Project Address Parcel Number Applicant 1460 NE 101 Street 1132050240050 Miami Shores, FL Block: Lot: BAY CONSTRUCTION&DEVEL( Owner Information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - ------ - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- Contractor(s) Phone Cell Phone $ 14,400.00 AMENGUAL ELECTRIC INC (954)410-6364 Valuation: Total Sq Feet: p Type of Work:REPLACE 19 WINDOWS AND 1 DOOR. Available Inspections: No of Openings:20 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:16 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-1-16-68247 DBPR Fee $4.50 DCA Fee $4.50 01/20/2016 Check#:1007 $416.00 $50.00 Education Surcharge $3.00 01/07/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $300.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $48.00 Technology Fee $12.00 Total: $466.00 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 i ur an hat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam tra to do a work stated. January 20, 2016 Authorized Signature:Owner / Applicant / Cd-ntrActor / gent Date Building Department Copy January 20,2016 1 Miami Shores Village � J N 0 7 20.16 .-� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �T FBC 201'4 BUILDING Master PermitK �-�� '�2a PERMIT APPLICATION Sub Permit No. � BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION L, JSriOP / ! CONTRACTOR DRAWINGS j JOB ADDRESS: 1 G U A r l0 ` ' City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: `TC,eJe3?7� ' 6V-4-0IPM.r� T OWNER:Name(Fee Simple Titleholder): � SVS ` Phonne#: Address: 7�✓ S c �J C�L� . 2c�L�� 3 / City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:. �� `� �' Phone#: Address: 3-006/ A/'t4/ /Z 1 se� City:. �//�� State: Zip:�� Qualifier Name: ��-'�� Phone#: Vdz- - �Z State Certification or Registration#• G gY CO O 03 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: A, J. City: State: Zip: Value of Work for this Permit: T Square/Unear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ,.❑ Rep.air/Replace ❑ Demolition ription f Work: ov `'I'Dow S Pia GF-w! F-n Specify color oof�colorr thru tile: r Submittal Fee$ ;-y fn"rw - Permit Fee$ �o CCF$ �f CO/CC Scanning Fee$ 4 9 0v Radon Fee$ DBPR$ '�� Notary$ S co ✓ �Y Technology Fee$ (°�a Training/Education Fee$ Double Fee$ Structural Reviews$ a Bond$ TOTAL FEE NOW DUE$ 41 6 06 (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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencementmust posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen of s ch posted notice, the inspection will not be approv d and a reinspection fee will be charged. Signature Signature C OWNER or AGENT CO TRACTOR The foregoin� nstru ent was acknowledged before me this The foregoing instrument was owledged before me this ay of 20��,by day of L&OZI 20 �by 01 C��(J�S ,who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: S' Print: Print: Seal: Nora Public state of Florida Seal: �'P -00 ay Notary Public SE* * Joanna M Feliciano i' % Joanna M Fe My Commission FF 082753 • • My Commissio Expires 01/12/2018 il,�Apd° Exprces 01!12! **************** APPROVED BY 1 4 id Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 01/07/2016 10:19 3053889395 AMENGUAL ELECTRIC IN PAGE 01/01 CEP FICATE OF LIABILfrY ft#URANCE oar 'm IS IBSUM A6 AMA CF B RATION ONLY AND No Rl>�i1PON ��'L];laQL�R i'4t18 i (mjrfR2 --m DS�1 I"m AI+FtRMA�iNNt OR WeAYM&Y AM>W.9KMW OR 7W C�A��M Mir'CES PD1JCW ! .d19L 'PHIS TE OF Dog&W"COMSTlW YM A MgWMa FHE 1SsLua to SUREIM,AUTHORLMD R A ORPRODUML� HOLDM 1 wif ttm��haraor .**Pod l")� . if sllB aScAmitim is UIIAI+/£D,aa6jase so a aa�aas ortm p>�e In pokes mW zugnlm ani. 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ACC>W25{4at'aSlaM4) AGORP how and lago am nrgWftm i a1 l"ACORo i MIAMI-QADE MIAbII--DARE COUNTY,FLORIDA t PRODUCT CONTROL SECTION DEPARTIVIENT OF REGULATORY AND ECONOwtIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADWIINISTRATION DIVISION T(786)315-2590 F(786)335-2$9R NOTICE OF ACCEPTANCE (NOA) www.miamidade_govteconomv Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miamli-Dade Couttlf?rpduct Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miaiti j;Haf o Coupt'yf Teserve'•••;• the right to have this product or material tested for quality assurance purposes. XtWaoductw-material fails to perforin in the accepted manner,the manufacturer will incur the expense of4welAesting and the AHJ* ••' may immediately revoke, modify, or suspend the use of such product or material wiViia their jtu'lstliction.;•••• RER reserves the right to revoke this acceptance, if it is determined by Miam"A Couisty*Aoduct,..• Control Section that this product or material fails to meet the requirements of the alSlt4fte builtiing code. ..:..' This product is approved as described herein and has been designed to comply Florida B;ildin ••••. � P Y g• Code,including the High Velocity Hurrican •••' • P AL DOCUMENT: Drawing No. M14-01, Series titled 'Aluminum;$4 i1ul1i00",.%+Vets 0; through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by'Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade. County Product Control Section. .� :�thall ., r 'e arty�i�i#ss e �a�t ABELING: Each unitbeara permanent label with the manufacturer's name or logo, city, state, 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 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 Jaime D.Gascon,P.E. - MIAMI DADS COON T Y ' .S�y Y� Y a on IatO_tAberF3 � > a Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TASeU2-94 3) Water Resistance Test,per FBC,TAS 20244.'. ***too ••. along with marked—up drawings and installation diagram ".& lipped.akbinum to mullion at fixed windows, prepared by Hurricane Engineerin&A.Testing, Ipe., Tesf" Report No. BETI-08 2192A, dated 01/15/09, signed and sealed-by CandWo.V. Font;•••• • P.E. .... ..... 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 4141V54 •• ••' 2) Cyclic Wind Pressure Loading per FBC,TA$;W-94 "'••• along with marked—up drawings and installation diagram of A Nipped aluminugi mullion at a fixed window/a single hang window,prepared by I icanAr gl$eering & Testing, Inc., Test Reports No.'s HETI-08-2192B and M11-08--;I�, both" dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS,202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI 08 2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Prodact Control Section Supervisor NOA No.1 -0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 1 s Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2014 and FBC 5"' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI- 08 2192A, HETI-08-2192D, HETI-08-2166A and HETI-08 2166C, all ids ppd by Hurricane Engineering & Testing, Inc., dated 01/15/09, -�igpeo an(f sWtd by.••••• Candido F.Font P.E. '• 9 9• 4. Proposal No. 08-0236 issued by the Product Control, datga;$�04/OS,•signed by•••:• • • 9 Manuel Perez,P. E. .... +••• ••• G. OTHERS •..... 000 . 0 9:00 .. .. 99 000999 1. None. ...9.. . .. • 0..... ...... .. 9 9899 .,9999 00 9 Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No.14-0529.16 , Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 w, w MIAMI 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) www.m1am1daaesov/economv 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 produgt or;materiatz� -to perform in the accepted manner, the manufacturer will incur the expense of such testidg an;the.SIJ inay ***6:9 immediately revoke,modify, or suspend the use of such product or material within t1fd1?;Msdicti4A.'0RER .• reserves the right to revoke this acceptance, if it is determined by Miami-Dade CProduct Control •"• 6VA7'' Section that this product or material fails to meet the requirements of the applicable brlll4jogcode. ••••• ;••••: This product is approved as described herein, and has been designed to comply with,1114 Florida 8di}ding ..... Code,including the High Velocity Hurricane Zone. r ..•..• ". ..:..• ough 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by AA400q Corrporation, . • signed and sealed by Javad Ahmad,PX., bearing the Miami-Dade County Product Control Reids ionstamp 0***: with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. �dl. �ar razx�Sials�l Misfile?the t ;sisi�ubt`�LAB G: ac um s a permanent label witanufacturer's name or logo, city, state, 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 and renews NOA No.13-0206.08 and consists of this page 1 and evidence pages E-1 and l:-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. M1AMF MME COV. UTITY P, (role1 Page 1. i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets I through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 2.U-.94 3)Water Resistance Test,per FBC,TAS 202-94 .•. •••.' ••• • along with marked-up drawings and installation diagram of an aja&flA4.;. •' window,prepared by Hurricane Engineering and Testing,Inc.,TcstVeport No. ••••�• RETI-10-3145,dated 12/29110,signed and sealed by Candido);!Fent,P.E. .. :....: (Submitted under NOA No. 11-0309.07) '••• • 2. Test reports on: 1).Large Missile Impact Test per FBC,TAS 21t� I r: •••� ; ..:..• _ 2)Cyclic Wind Pressure Loading per FBC,TAS X 94 '• •••••. along with marked-up drawings and installation diagram of an kdUum fixed• •, window,prepared by Hurricane Engineering and Testing,Inc.,,Te§tgepor:9 N4.• HETI-10-3146,HETI-10-3147 and HETI-10-3149,all dated 11'/29/10,si&110 j and ;••••; • sealed by Candido F.Font,P.E. •' (Submitted under NOA No. 11-0309.07) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked--up.drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Al Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manue a ex,P.E. Product Conti 1 xaminer NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-10-3145,HETI-10-3146, BETI.10.3147,HETI-10-3148 and HETI-10-3149,all issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,signed and sealed by Candidol`y 'ont, • P.E. •• • (Submitted under NOANo. 1d-0309.07) G. OTHERS ....` •....` • 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window•9y�m, Lr,C fox them . Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I" oved on x'02/13, • and expiring on 05/05/16. L.M.L. 0ap • • •• :0994 • 00 0 Ma el 11*4 P.E. Product Contro miner NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-2 MIAM 1•DADE MIAMI-DA,DE COUNTY mall PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)115-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) 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(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Prods d Cgntrol Section(In Miami-Dada County)and/or the AHJ(in areas other than Miami-Dade 4jmtoreserve Me right...... to have this product or material tested for quality assurance purposes. If this pro4.t44ir mattial•rails to •. perform in the accepted manner,the manufacturer will incur the expense of such i es ig and the AHJ may •+•' immediately revoke, modify,or suspend the use of such product or material Withill 4heiriurisdiaimi, RER;•••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade ftanty Prop"CSntrol.... Section that this product or material fails to meet the requirements of the applicable*014 *g codes• ..:..• This product is approved as described herein, and has been designed to comply 05ild "500llO+fWufifha'e"j CFlorida ]w.. ilding••.• Wdw:"'. •::gata;E;R! m .... .. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared b}OAI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. i��7Un.�a�t,�e3tiistat: LABELING: Each unit shall bear a permanent label wi a mane acturer's name or logo, city, state, 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 and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages Fr1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. j y s■yy,.jj��/��(�j &66a7.r4MVUi . MIAMaDADE COUN Y .., , ,tplrtaullate Ma , Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ••.. 2)Uniform Static Air Pressure Test, Loading par FM TAS 242 94 .... •. 3)Water Resistance Test,per FBC,TAS 202-9g„• •••:. •, 4)Large Missile Impact Test per FBC,TAS 204.94.. 5)Cyclic Wind Pressure Loading per FBC,TAV-203;94 :fee*: 6)Forced Entry Test,per FBC 24113.2.1,TAS 2t?94 •••• ••... along with marked-up drawings and installation diagram of a cii4ikt win'do'w, : ••••• prepared by Hurricane Engineering and Testing,Inc.,Test Repost;.Vp. 0” HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed6dAled by Candido • F.Font,P.E. (Submitted under NOA No.11-0309.06) of C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. a rez,P.E. Product ntro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No..11-0309.06) sees G. OTHERS • , •••• •••••• 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window 8.3&stau, Lie far their sees.. Series "Eco-Guard 500" Outswing Aluminum Casemenrt•*indow —.L.M.L. • approved on 05/02/13 and expiring on 05/19/16. '°•• •••• """ °... sees sees. sees. .. .. .. .sees. ewes. � sees.. • Manuel P , .E. Product Contro Eg iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 t MIAMI"M®E D•IIAI•II-DADF.COUNTY . PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) %vww.mianildade,Rov/economy SIW Impact Windows,LLC 975 S.Congress Ave.#102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matgl## .The documentation submitted has been reviewed and accepted by Miami-Dade county RER-ProductContro1%w4 dh to bA.,,,, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdichoe(1HJ). . 0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade Courtky*Praduct(Vutto'1•SectiAn•••• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the tk"to have this produtJ or material tested for quality assurance purposes.If this product or material fails to perform ii2'tltt occept0l"A ner,tale manufacturer will incur the expense of such testing and the AHJ may immediately revoke, m.4, or sulegild the W:of such product or material within their jurisdiction. RER reserves the right to revo j• Vla acceptalreg* if it,:O** determined by Miami-Dade County Product Control Section that this product or material faii;Jp.Weet the requirements • of the applicable building code. r ' r ....:. This product is approved as described herein,and has been designed to comply with the Florida Ba ildingrCM,' including the Higln Velocity Hurricane Zone. 0000 %P:ROVAL��s tr ;� �G�hs,�,�ovl�` ��j;�� eiiullbriCeeite56 Rev A,titled"Series 60QKM-1 l Alum Sliding Glass Door _ (LMI)",sheets 1 to 11, 11.1, 12 through 16 of 16,dated 02-25-14 and last revised on MAR 20,2014,prepared by Al- Farooq Corp.,signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Approval stamp with theI'sioti naval dilate by the Miami-Dade County Product Control Section. Limitations: 1. See Design Pressure ratings in sheet 1,applicable to both Pocketed&Non-pocket Doors.Pockets are under separate approval,to be reviewed by appropriate Building official. 2. Min Three(3)tracks are required for all configurations,along with integral sill adapter item# 10.Optional 4- tracks&5-tracks may be used.Min five(5)pairs of cluster anchors(total=l0)are required at each interlock 1 j astragal ends(see elevation&sheets 10, 11& 11.1) i 3. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 4. Max.Panel width not to exceed 60-1/8"wide& 134-1/8"high.Any numbers of panels are allowed which can be fit into overall continuous max door frame width=355-1/8". 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 fled 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. ADVERTISEMCNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. I+iiAMl•DADE Cl tlttlt►tr, 1, 14 • f SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-56 Rev A,titled"Series 60OKM-11 Alum Sliding Glass Door(LMI)", sheets 1 to 11, 11.1, 12 through 16 of 16 dated 02-25-14 and last revised on MAR 20,2014,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 MOMS 201►2.�e. • 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 205agi." •.,,,a ..., 6)Forced Entry Test,per FBC 24113.2.1 and TAS•2 144 ...• . ..:..' Along with installation diagrams of Xp3 XX'XO and OXX aluminum(rciftfot'ttd)Sliding Mass .... •• .Door,prepared by Black Water Testing Inc.,BT-SIW-13-003 dated 11 1/2972M,signed And •••* • sealed by Yamil Kuri,P.E. ;••••• • Note:This file has an addendum letter dated FEB 25,2014 issued by Blacl-Wattr Testiaz I�rc., ;°goes signed and sealed by Yamil Kuri,P.E. •• • C. CALCULATIONS 1. Anchor verification calculations complying with FBC2010,prepared by Al Farooq Corporation,dated DEC 05,2013 and last revised on 03/04/14, signed and sealed by Javad Ahmad,P.E. - 2. Glazing complies w/ASTME-1300-02&-04. 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 Sentry Glass 0 interlayer",expiring on 01/14/17. 2. Material properties data sheet of Santoprene121-67W 175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBG 2010 and letter of no financial interest,prepared by At Farooq Corporation,dated 12/04/13,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated FEB 25,2014 issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. G. OTHER 1. None. shnq I.Chauda,P.E. Product Control Examiner NOA No.13-1212.10 Expiration Date: August 31,2017 Approval Date: March 27,2014 E- 1 MIAMI•DADE 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) Mim miamidade.eov/economv 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 tke•&uthority Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dadb.C8ulty PraductlControl .• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade.Couxty)resSi eche righ16...:. to have this product or material tested for quality assurance purposes. If this prodett!er material fails tv • perform in the accepted manner,the manufacturer will incur the expense of suchpsdng and WAgJ may • immediately revoke, modify, or suspend the use of such product or material within'fife1r jurisd1f18 i. REI?*:**. reserves the right to revoke this acceptance, if it is determined by Miami-Dade gouty Product dontrof"" Section that this product or material fails to meet the requirements of the applicablq*,JViJ Jing code. •** ***o: This product is approved as described herein, and has been designed to comply 3vitli t$e Flogida $uilding•••;• Code,include ing the High Velocity Hurricane Zone. 9PRM0VPWDOCWU0NTRDraRNving No. W09-42, titled -Series MOOAI�= WindowWallSystem (L.M.I.)",sheets 1, 1.1,2 and 3 through 9 of 9,dated 08/13/09,with revision C dated 01/13/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Section Revision Stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. Yi`` G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0801.02 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. MRMfDADECOUNTY age, , Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No.W09-42,titled"Series 400 Alum Window Wali System(L.M.I.)", sheets 1 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15, prepared by Al- Farooq Corporation,signed and sealed by davad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TA8024294 •• 2)Large Missile Impact Test per FBC,TAS 201-94 0 •••• 000*0• 3)Cyclic Wind Pressure Loading per FBC,T'QQJ-94 :0.0:0 0 0 along with marked-up drawings and installation diagram of an, lWhiaum winnow wall • system,prepared by Fenestration Testing Laboratory,Inc.,Tes,t!Report No••..• FTL-7233,dated 02/01/13,signed and sealed by Marlin D.Brifl§M,P.E. •••• ••;••• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•': " 2)Uniform Static Air Pressure Test,Loading per FJjC,TAS 1$1-94 •• :• 3)Water Resistance Test,per FBC,TAS 20244 ' : 0 0 0 00:0 along with marked-up drawings and installation diagram of artal num yvNVW wall 00. 00 . system,prepared by Hurricane Engineering&Testing,Inc.,TbAf Report NQ':•0 • HETI-10-3129,dated 10/18/10,signed and sealed by Candido F.Font,P.90 0 "'Submitted under previous NOA#12-0801.02" 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 an aluminum window wall system,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-10-3071,HETI-10-3072,HETI-10-3073, HETI-10-3074 and HETI-10 3075, all dated 10/18/10,all signed and sealed by Candido F.Font,P.E. "Submitted under previous NOA#12-0801.02" 4. Test reports on: 1)Safety Performance Test,(class A,Sec. 5)per ANSI Z97.1-1984 CPSC 16 CFR,CH H,Part 1201 along with marked—up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096,dated 10/18/10,signed and sealed by Candido F.Font,P.E. "Submitted under previous NOA#12-0801.02" Manuel Per E. Product Controlxam er • NOA No.l 0.07 Expiration Date: December 20,2017 Approval Date: April 30,2015 - E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),prepared by Al-Farooq Corporation,dated 08/18/14 and 04/09/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE . 1. Miami-Dade Department of Regulatory and Economic Resources(RER) ..•. .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 114624.02 issued to E.I.DuPontAlcemours&Co.,Ind. * •• for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on QVJ.4/17. :0090: 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont WN moud**-Qb.,Inc..... for their"DuPont Butaciteg PVB Interlayer"dated 04/11/23}��piringtm�2 f 11/16.• ••' .. •• .. ...... F. STATEMENTS • 1. Statement letter of conformance,complying with FBC-51h Editiox(2014,Mhtlof no.•• financial interest,dated August 25,2014,issued by Al-FarooWorporatignq jiWed AV"': sealed by Javad Ahmad,P.E. •• • 2. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074,HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and sealed by Candido F.Font,P.E. 3. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed by Manuel Perez,P.E. 4. Proposal issued by the Product Control Section, dated 01/11/13, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. G. OTHERS 1. Notice'of Acceptance No. 12-0801.02,issued to Eco Window Systems,LLC for their Series"400"Aluminum Window Wall System With Window Inserts—L.M.I, approved on 12/20/12 and expiring on 12/20/17. Manuel P.E. Product Conti E miner NOA No.14-0910.07 Expiration Date: December 20,2017 Approval Date: April 30,2015 E-2 MIAMI- M PRODUCMIAMI-DADS COUNTY T 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(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.Eov/ecomniv ECO Windows Systems,LLC 9114 N.W.1061h 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(AEJ). 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, eluding the High Velocity Hurricane Zone. •0.0 0• 000*00 CR14P OAI <;ierie '`7fl'� i�►n?� ;, d . "s,, r :000:0 •. APPROVAL DOCUMENT:Drawing No.W1349 REV C,titled"Series-700 Alum•=V.rilass boor(L.M.I.j"!.•• sheets 1 through 12 of 12,prepared by Al Farooq Corporation,dated 09/27/13 and last revisedon DEC 62,2015;0 0 0.: 000 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cont0000 JvisioiPVt pwith 1 0 0• Notice of Acceptance number and expiration date by the Miami-Dade County Product Cppwj Seetipp0 0 *0;0•• E ``TIP�T�•« e:arta�nnail a�l�l[�pa�.�esistarit 900000 . .. .. 0000.. �' - 0000.. 00 * 0 1.See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheef 5.E-Aerior ive)desI&I••' pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.4gwetdesign PrL assure fro"0. charts applies to entire system. •00• 2.See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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#13-0912.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MAMMADECOUNTY 1�TOl �5-Q A �. ..., , t�ac'BttielLlla�" �It'ZU,,?,� • �ttOVt�I=��t�:�'��et7��1.7,2D1 I ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets I through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test report. uthor.::••• • C. CALCULATIONS •• ` 000000 • 1. Anchor verification calculations and structural analysis,complyju ,th FBC-2014(50 ••••; Edition),prepared by Al Farooq Corporation,dated 06/10/15 and l4strevised om►DEC Wo 0 2015,signed and sealed by Javad Ahmad,P.E. •••• •••• •0:0... .00000 .0. 0 00000 2. Glazing complies w/ASTMS-1300-02,-04&-09. o . . .. .. 00 ..,... 000000 • • D. QUALITY ASSURANCE ` • • • • • • 000000 1. Miami Dade Department of Regulatory and Economic Resources(RIR). '""` • • • 00o000 00 • 0000 • E. MATERIAL CERTIFICATIONS ••` 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Sentry Glass 0(Clear and White) Glass Interlayers",expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t6 Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. t Ishaq L Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 ' Approval Date: December 17,•2015 F.-1 r• 4 OC OC C1 BEDROOM 4 NOT PART OF PERMIT NOT PART GARAGE O O O O OF PERM O O B BO B 2"x 6"ALUM.MULLION W.I.C. BATH 4 Op N.O.A.14-0529.16 O NOT PART KITCHEN LL see* OF PERMITFOYERiU� ' "'•• •• •• • • • 000 • LAUNDRY • .ft"W J ••••.• •• •• • 1>•.W LL •••. •• • .�•• (A . • •.• • •• • W . • 1"x 4"ALUM.MULLION BEDROOM 3 � o Q •• " ;' N.O.A.14-0529.16 • � _ • • •• i• O BEDROOM 2 BATH 2 BATH 3 ' • It • O GREAT a OROOM O O Q 2"x 6"ALUM.MULLION Q O.A.14-0529.16 MASTER 3A O 3A CITY BATH GENERAL NOTE: Na Ravtden/laeue DaOn -ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR .+r.®. OPENING OF NOT LESS THAN 5.7 SQUARE FEET. 0 p THE WIDTH SHALL BE NOT LESS THAN 20"AND , THE HEIGHT SHALL NOT BE LESS THAN 24".THE BOTTOM OF THE OPENNG SHALL NOT BE MORE PERMIT THAN 44"ABOVE FINISHED FLOOR. MASTER IJ/4 -WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN BEDROOM STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER S —v� �/ +•• TO PRODUCT CONTROLS. ? _-mi Sh0?f'S 8/Im:ie -ONLY THE OPENINGS THAT ARE IDENTIFIED WITH — FLOOR PLAN THEIR PRODUCT CONTROL N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER n, ' P O�� `�_ R� DATE OPENINGS ARE NOT PART OF THIS PERMIT. O 7 iIN(3 DEPT c r„ J 0 7 X16 _ PT 1; m:l (;T I o(,omj♦LIA E WITH ALL - EFTAL p I A I I P.,^1O Ct`.1..1 TY I1 1LFS AND RFGUI_ATIONS - +4.00 U +49.00 psf B +48.00psf -53900d .o.a144M 16 -53.00 +52..0000 psf B 52.00 O - � O O +46.00 W � Ix OAtUaM.MUL8 B1 B f'` B B 63.00 �• +48.00 psf 'NOT PPRr O •.•• 52. �F PE E LL • •..••• •• •• • • • +48�vsf A A A A •••••• . C1 O O C O • :•• � •psf •• •: .• •• ••W LL ••.• •• • • .• (n ••• • .: •• NORTH ELEVATION •ate•• LU •. f.. •• •�•. O • 2 • • • .. .• LLI J) •�•� 0060 • • v • • • N.. ReWdae/h-- Dabs .,...�. +49.00psf PERMIT O +49.00 psf 53.00pdl +44.00 psF -53.00 3A �9•�� +a9.00psf ��, -55.00 O 3O -53.0o O � O O \2"x 6"ALUM.MULLION 2"x6"ALUM.Mt ION ELEVATION N.O.A.14-0529.16 N.O.A.14-0529.16 SOUTH ELEVATION +ever e.. ta/aymro ^ L Q009000 NOT PART 1-52.00 [7771 /�o i • • OF IT \ V7 •••••• • • NOT PART ''` Oz:•• • ••• • OF PERMR , .0:00 � 000000 •• • • F D .. .. •• ••• . OG +as.00�r +4s.00 psf . • • r� -53.00 -53.00 �•••�L'LlI' LJL •••• •. •• 0>o 00- Lou 00 goo � . • •� • WEST ELEVATION Oft .W V) :0000• •• .: •®• P • •• •• �j • W 00 0 g •. • • a. No. n/1-- Date +45.00 psf O °0i�— a9� PERMIT EAST ELEVATION ''— ELEVATION y ars sr" +sear mr. "/*yams 3 •* y,r-rd WINDOWS AND DOORS SCHEDULE MARK FRAME PANEL MANUF./MODEL TESTED WINDOW DESCRIPTION GLASS TINT. COLOR STYLE WIDTH X HEIGTH PRESSURE(P.S.F.) N.O.A. O ALUMINUM FIXED CASEMENT 5/16" LAM. O 25"x 71ECO WINDOWS +70 15-0406.11 WINDOW IMPACT RESISTANT (TYPE "A") BRONZE BRONZE " SERIES 550 _75 ALUMINUM FIXED CASEMENT 5/16" LAM. ECO WINDOWS +70 O BRONZE BRONZE O 25 x 12 15-0406.11 WINDOW IMPACT RESISTANT (TYPE ��A��) SERIES 550 -75 C ALUMINUM FIXED CASEMENT 5/16" LAM. 25" x 71" ECO WINDOWS +70 _ O •••• O WINDOW IMPACT RESISTANT (TYPE "A") BRONZE BRONZE O JLL SERIES 550 _75 15 0406.11 •.• •• ALUMINUM CASEMENT 5/16" LAM. ECO WINDOWS +70Q' 090000 C1 BRONZE BRONZE XL 25"x 71" 15-0406.10 •—••• WINDOW IMPACT RESISTANT (TYPE A ) SERIES 500 -75 1-00 0000•.... ••ost • ALUMINUM CASEMENT 5/16" LAM. ECO WINDOWS +70 •6-••� •••• : 00 0 Op BRONZE BRONZE XL 36"x 37 3/4" 15-0406.10 ••to •• •• :• WINDOW IMPACT RESISTANT (TYPE ��K) SERIES 500 -75 Ir , 00 O ALUMINUM CASEMENT 5/16" LAM. BRONZE BRONZE XL 25"x 49 112" ECO WINDOWS +70 15-0406.10 'Q'•m Q •....• •• •: WINDOW IMPACT RESISTANT (TYPE ��p`�') SERIES 500 -75to wG .. O ALUMINUM CASEMENT 5/16" LAM. BRONZE BRONZE XL 19"x 37 3/4" ECO WINDOWS +70 0 WINDOW IMPACT RESISTANT (TYPE "A") SERIES 500 _75 15-0406.10 ALUMINUM CASEMENT 5/16" LAM.O XL ECO WINDOWS +700.WINDOW IMPACT RESISTANT (TYPE "A") BRONZE BRONZE XR 30"x 51" SERIES 500 - 15-0406.10 SLIDING GLASS DOOR 7/16" LAM.O ECO WINDOWS +70 13-0912.02 IMPACT RESISTANT (-HYPE "B") BRONZE BRONZE XO 94"x 79" SERIES 700 -80 O SLIDING GLASS DOOR 9/16" LAM. BRONZE BRONZE OXXXXO 258"x 80" S.I.W.-600 KM +55 55 13-1212.10 IMPACT RESISTANT ALUMINUM STOREFRONT3A ECO WINDOWS +65 PERMIT 9/16" LAM. BRONZE BRONZE O 48 1/2"x 80" _75 14-0910.07 IMPACT RESISTANT SERIES 400 O SLIDING GLASS DOOR 7/16" LAM. ECO WINDOWS +70 15-0612.05 4 TYPE BBRONZE BRONZE XO 58"x 79" IMPACT RESISTANT ( " ,7 SERIES 700 -80 SCHEDULE O SLIDING GLASS DOOR 7/16" LAM. ECO WINDOWS +70 15-0612.05 5 (TYPE "B„ BRONZE BRONZE OXXO 189 314"x 79" IMPACT RESISTANT ( ) SERIES 700 -80 4 PA t 1 � r Z ~ % C 7C----- ___ _i — t7{j+T------ 0 It ui Sa i_ �. 8 ------- y I I -------� I lift c- 1�L----- -- - jr rign - ----yi t 1 It 1 j 0 Q&I � G �==T_ `� I�r I a G u.4.000 U #I i - -__ aIII tlt 1# �. _�TYPICAL �j d � GLAZING PRODUCT -- —% bt i i j' - ppppQ y� 1 t l 1 �a�� X 1.000 0 .6 TYPICAL WINDOW FRAME L41• Z -� r 6.000 tt d �Q, W0ju G • • •••• •••••• 3.000 4.000 ' ' U ' • •• J ••• • • ,n •••••• TUBULAR SHAPES •• '1 • • MULLION SYSTEM 1S RATED FOR LARGE MISSILE IMPACT. 2.aao—�I ALLOY = so63-Ts •• U1 .•' ' ' • •• ••••• AND CAN BE USED WITH ALL MIAMI-DARE COUNTY APPROVED •• � ••• � •.�••• IMPACT AND NON-IMPACT RESISTANT PRODUCTS. W w+ N • 44 .. r MULLIONS CONTAINING TYPICAL. GLAZING PRODUCT �n �°Q•• ••••�• HORIZONTAL OR VERTICAL 1L. 3 � ° ' :g 0SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING `' *Is Z Z LL- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Q 0 r Q ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W Qy� APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 2 41 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WO00 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: c a� USE CHARTS AND GRAPHS AS FOLLOWS. to ' STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ' FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS. i £ngr. JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML APPROVAL FLA. PE &72 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH ��r:4 n I CAN.. ` B a STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED AppIro d av ii a,Co g tNft*e :t � � 9 IN STEP 1 ABOVE. Out", USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NOA�?t -. - .� i C'9 Browing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING Ai,w,i 17r,tt! eft Cieytr' MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. M14-0-1 sheet 1=0=( g �f 1.000 2.000--�-j� .250 1.000 .125 I I 125 —2.000 .125 2.000 ` .375 a ■(�� o 1.000 j^- 125 1.400 O z I� .125 .375 a 125 .125 IL 4.000 '125 4.000 4.000 3.000 3.000d; Q is .125 6.00 6.000 h -H �& 375 .375 .725 ,250 0 .0 Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix 1.538 IN\4 Ix = 3.1878 I14\4 Ix = 2.9762 IN\4 LL Sx = .6335 IN\3 Sx 1.0187 >N\3 Sx = 1.0254 1N\3 SX = 1.5939 1N\3 Sx = 1.4881 IN\3 y 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 QbAT STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION . . .... ...... 6063-T6 6063-T6 5063-T6 6063-T6 6063-T6 • • Ix 8.2757 IN\4 Ix = 15.2031 IN\4 2 SX = 2.7586 IN\3 SX = 5.0677 lN\3 *Q •• •••• 2 X 6 2 X 6 W •••� ••i••' SID. MULLION HEAVY MULUON •• • L] ...... 6063-T6 6063--T6 •• } w �. • d • O •• • � �r�-•tom• •••••• I• ten, N • • 0 ow� ...... j � zZ LL. °aS �} J v Q 0 r� W rng 7181— r-1.718-1 125 2'125 125 2.125 125 .125 .125 AnlxiuvEA as complyhfg u�ti�Hie ° 2.000 }�$Deeidn 13ui1iT6 � 5.500 5.500 } � pront:t► v N NOTCH NOTCH c OPTIONAL 1/2> OPTIONAL 1/2" MIN. MIN. v . Q Engr. JAVAO AHMAa CML FIA. PE f 70592 1/2' �, 1/2" CAN. 3538 1/2" MIN. MIN o MIN. a MAY--Z-1`3 2014 drawing no. ANGLE CLIP MULLION CUQ MULLION CLIP t:{ M 4--01 6063-T6 6063-T6 6063--T6 sheet 2 of qjj f DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) w WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS- 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 8 o WIDTH (W) MULL SPAN STD. STB. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (V) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 18-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8` 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 120.0 120.0 ® Z 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 �p+ q 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 124.0 30" - - 37.8 35.3 98.1 120.0 P 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 O g .; 120.0 Qg0,Oj 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 48" " 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" - - 23.6 22.0 61.3 112.6 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54` 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 60` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60` 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 V Q t�hryy! 66` 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66' - - - - - 44.6 81.9 Cf 0 M 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 120.0 72' - - - - - 40.9 75.1 a "�Q 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.4 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-t/2" - - - 32.1 30.0 83.4 120.0 a ii 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 z i 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.4 37" - - - 23.0 21.5 59.8 109.8 Q, 0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 • 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" g4= 20.5 44.0 33.2 68.8 64.3 : 120.0 120.0 48" 132' - - - - - 46.1 84.6 • Sol •• •••• • 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 •• •H • • •0• •• 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 p`` - 35.2 26.6 55.1 51.4 112., 120. 60" - - - - - 36.8 67.7 •• !J •o,in •••• • 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 81.5 i••• i 72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72' - - - - - 30.7 56.4 A •• *060 • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 -J `� • • 26-1/2- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2* 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2- .8%- - 24.8 23.1 64.3 118.0 . r • 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 w tZ i • 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - -- 46.0 84.5 m COO•• i• •••• • 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 * - 33.7 25.4 52.7 49.2 iZI1 f 120.0 42" - - - - - 40.5 74.5 1- �y r y W i••• i 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' - 29.5 22.3 46.1 43.1 107.8 120.0 4$" 14e - - - -- - 35.5 65.2 fl t`i•�' •• • • 54` 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - -- 31.5 57.9 _Z Z r L'- • 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 z }� Z 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66` - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 J O 7210 ' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q U 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 w cn: 26-1/2" 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 38.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 M. - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 37" 63.1 119.9 102.1 120.0 120.0 1 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 % '6LAZING 'm" 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0 VERTICAL. �i PRODUCT 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION o 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60" - - - 25.9 24.2 67.3 120.0 z - 66" 35.4 67.2 57.3 105.1 98.2 120.0 j 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING 0 a PRODUCT PRODUCT y 72 32.4 61.6 52.5 96.4 90.0 120.0 1 120.0 72' - - - 21.6 20.2 56.1 103.0 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT cv 2 rA NOTE: Wi W2 MUWON SPAN > MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr. JAVAD 144 WU CML FLA. PE 1 74592 0 W} t V12 CJ..N. 3538 Approved I i�iti�p't 04-*0 2 � g Ilk F1Atiilu 0i i w : 0 D10�31 f3"=� .' drawing no. MULLIONS fes: M14-01 ��`� sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W)IMULL SPAN A2 A4 A6 B2 Boa B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 Boa Bob YHOTH (W) MULL SPAN A2 A4 A6 B2 Boa 134b 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 _120.0 45.3 65.2 90.6 0 z 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 P _j 2 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37' 50.6 88.2 120.0 32.4 46.7 64.9 0. &f' t2Q 4 O 9 42" 72.0 120.0 120.0 46.2 66.5 92.4 42' 44.6 77.7 116.6 28.6 41.1 57.1 a 48" ' 120.0 120.0 120.0 78.2 112.6 1 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 89.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 90.1 120.0 BO" 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 2&8 40.0 ij 66" 88.7 120.0 120.0 55.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 68" 28.4 49.5 74.2 - 26.2 36.4 a O V I 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19--1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 Q .0 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 {L z 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 59.0 a W 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42' 40.5 70.6 106.0 26.0 37.4 51.9 Wei 48" 42' 111.4 120.0 120.0 71.4 102.9 120.0 48' 54 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 • • •••• • 54' 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 $2.4 20.2 29.1 40.4 • • • 60" 89.1 120.0 120.0 57.1 82.3 114.3 44.6 7 16.6' 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36,4 • •• J i•• ••••i• to 66" 81.0 120.0 120.0 51.9 74.8 103.9 66 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 0 J •I 9 • 72" 74.3 120.0 120.0 47.6 68.6 95.2 72' 37.1 64.8 97.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21.8 30.3 • •••"3o s • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8* 81.6 120.0 120-0 52.3 75.3 104.6• .Jl W ••••o ••i••• 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75:5 • . i-- •••••• 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 • !! vJ W • •• 37' 119.9 120.0 120.0 76.9 110.7 120.0 37' 63.2 1110.3 120.0 40.5 58.4 81.1 37' 42.2 73.5 110.3 27.0 38.9 54.1 • cl; • • •+•• • 42" 105.7 120.0 120.0 67.7 97.5 120.0 42,.,r; 55.7 20. ' 35.7 51.4 i.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 H 3 �-` s••••i 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96 4&8 85.0 120.0 31.3 45.0 1 62.5 48' 144" 32.5 56.7 85.0 20.8 30.0 41.7 • O O''+an. • • 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 Z Z .-•F,�• • 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 66" 67.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 72" 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 J O d A .. Lu 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8- 108.8 120.0 120.0 69.7 100.4 120.0 Q W rn= 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 �.pl ARCHES TO BE INSCRIBED TYPICAL INSIDE RECTANGULAR SHAFT 30" 118.9 120.0 120.0 76.2 109.7 120.0 30' 69.3 120.0 120.0 44.4 64.0 88,9 ANCHORS ANCHORS 37' 96.4 120.0 120.0 61.8 89.0 120.0 37' 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 i�r GLAZING M. 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL PRODUCT �N�� 3 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z o 60" 59.4 103.6 120.0 38.1 54.9 76.2 66" 34.7 60.4 90.7 22.2 32.0 44.4 � '( " GLAZING GLAZING D y ANCHOR 41 68" 54.0 94.2 120.0 34.6 49.9 69.3 66 31.5 54.9 $2.4 20.2 29.1 40.4 g ETAR. #1 p " HWIUCT PRODUCT a � 72" 49.5 86.3 120.0 31.7 45.7 53.5 72 28.9 50.4 75.6 - 26.7 37.0 3 GLAZING GLAZING TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). TYPICAL PRODUCT PRODUCT ANCHORS c ANCHORS 1 o NOTE: w2 1" MLIWON SPAN I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER i LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENT$ FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. HFJAO c i W1 + W2 Engr. JAVAO Ac� (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) - 2 �L70Sa2 I Apgmved as eatnlrlyin8 uldi the CAN. 3538 . Florida Bttiidi C � Date NOA MAY3,. � ;j drawing no. ANCHORS By 11 M14-01 sheet 4 TYPICAL ANCHORS TYPICAL ANCHORS o _ 2 PER CUP (1 ON EACH WING) 1 PER ANGLE \' N %R, \bORNtR \ o_ z R� U I , �Z I Al •AL ST UC F C IL r r- 9 H tl I I V fill t I el ¢----------- J U t l t l C I I I 1 FLOATING CUP I I i t 2 X 2 X 1/8" go:!� g t I I SNUG FIT INSIDE MULL U Li ALUM ANGLE Q a Q4 j14 SMS 1 1 #14 SMS i I Qco a�h- 1-3/4. O.C. MIN. 1 1 1-3/4" O.C. MIN. 1 I p 4 PER CUP 2 PER ANGLE Q z�� . z VT- cn � U o a M . z .... . a j .. 0*0 ANCHORS TYPE `A2' TYPICAL ANCHORS: L :"' LL, • 0*00 ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. ir• 00 •• ••i• • 1/4" DIA. ULTRACONS BY 'ELCO' h CONCRETE 1-3/4" 2-1/2" t+�- ' �i j rn •: •••• • (FU-177 KSI, Fy=15S KSI) Q o 'n • 1/4" DIA.(SELF DPJLUNG GRADE S CRS) SCREWS METAL 1/8" 3/4" Z �_LL-j I 0 :• :••• TYPICAL ANCHORS TYPICAL ANCHORS � � Z i • i••• i 4 PER CUP (2jONEAC WING) 2 PER ANGLE CONCRETE f c = 3000 PSI MIN. O •METAL = 1 8 MIN. THK. STEEL Fy = 36 KSI MIN.\0\ \ 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) Q W 0)mC PICRETOR ANCHORS MAY BE HEX OR FIAT HEAD. I M AL ST UC E ALL CUPS AND ANGLES TO Fit SNUG INTO TUBE MULLIONS. 6 1 \ I 1 \ II II CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR tl 1 WATER-WHITE METHACRYLATE LACQUER. 0 D I 1l !I o L--------------9 } jJ i FLOATING CUP i l iiU}I " f 1 SNUG FIT INSIDE MULL U /2X LUQ f I I r l I k 1 #14 SMSI I #14 SMS I III 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE N C i 10, L 9Z � a Fngr.JAVAD ARM CIVIL. Approved as ccfnrl�lpins uii3r fire FLA PE 70592 M Florida Buildic+ cu CAN.. 8 a Dale " 2" 4A4' NOAfir°. TYPICAL ANCHORS TYPE A4 # f` f drawing no. Y M14-0 •- Y sheet 5 of � u a t TYPICAL ANCHORS 6 PER CUP (3 ONTYPI�EACH EACHWING) 3 PER ANGLE \\ ` 0 z \\RIOR � �U 1 , , M At5TUTUF E Qa I I 11 II a ----� I I ►1 11 �>,� 1 i FLOATING CLIP !1 I I Z2X X 1/8" C I F 1 SNUG HT INSIDE ?HULL �l U NGI E O: .0 N #14 SMS 1 , #14 Stas 71 , go! 1-3/4" O.C. MIN. 1 I 1-3/4" O.C. MIN. I6 PER CUP 3 PER ANGLE .� O IL a. 4 . • • '� V •o•tn •• •.•• . TYPICAL ANCHORS: •.•• • ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. •'i h••• ••i• ' 1/4* DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" - - •• •••• • " TYPICAL ANCHORS TYPE `A6' tfu=177 KSI, fy=155 KSI) 4 �,,, t 1/4" DIA.(GRADED5 CRUS) SCREWS METAL 1/8" 3/4" Z �� •••• • • • • •••• • CONCRETE R f'c = 3000 PSI MIN. '� O b.& ' ' • METAL = 1/8" MIN. THK. STEEL fy = 36 KSI MIN. p 1/8" MIN. THK. ALUMINUM (6063--T5 MIN.) Q 'uj u ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. c 0 L y N Ui o c £ngm JAVA4 AHMAD o, a CML FLA. PE # 70592 �0 CAN. 3538. I�ari�iM t3et3ld ► tt> 9�s � a 1 act I'a drawing no. a ` ., " Q M14-01 lt' sheet 6 0f 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (i ON EACH MING) 1 PER ANGLE \ \ \ \ \' �` \\\+`\\ \ OR0 BLOCK 0 \ R��U t i Y 3 I '� t IQ O ST U � \ � 0 !! � (D+ If It If 11 on 1-----------A 11 If a 1 1 1 t FLOATING CLIP I I I I A27LUM2ANGLEB" O d a I I 1 I SNUG FIT INSIDE MULL L1 LI #14 SMS i i #14 SMS 1-3/4" O.C. MIN. i l 1-3/4" O.C. MIN. I Q 4 PER CUP 2 PER ANGLE Z � U o �. . Z , . •... . •v,• .. TYPICAL ANCHORS: 0 � •M ANCHORS TYPE B2 .••• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. ,�! ' :0004 : • • 1/4* DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" � ��/�yy w • •••• tri I-0••• • ••i• • (Fu=177 KSI, Fy-155 KSI) WOOD 1-1/2" 1" 3 • to t rn !� © Oro • WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. 3 Q —-i•U) • 0000 • •�. MASONRY = C--90 HOLLOW/FILLED BLOCK f'm = 2000 P51 MIN. Z_ �I-'-• •• • • TYPICAL ANCHORS TYPICAL ANCHORS z Z n •• ••• i 4 PER CUP (2 ON EACH WING) 2 PER ANGLE (BY OR 20Y WOOD BUCKS NOT BY ECO, WINDOW J v O • BL�K TO BUILDING MUST LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER \ \ THEM TO BUILDING STRUCTURE. Q LJLLt1 mg R \ OR I I 0 S't U U I I 0 S7 U ANCHORS MAY BE HEX OR FLAT HEAD. UP ® I i I II II 4 $---------------! II II I 1 I I FLOATING CLIPIt II 2 X 2 X 1/$' G I I I I SNUG FIT INSIDE MULL L I U ALUM ANGLE #14 SMS I I 014 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE pO m °c z r M Engr. JAVAD AHMAD t fl AML FLA. PE 70582 0 Approved as c uuplybig t'<+ht16 c CAN. Florida UtuMl g a 8 '�^ a 3/I3" MIN. 2 7/8" a f)atc .. }' v 8 v ANCHORS TYPE B4a °^!i- m f TYP. TYPICAL 4M' L .c Conity 0 T •2- 3 20 4 drawing no. �- -� M 14-01 sheet 7 of g ! d- TYPICAL ANCHORS TYPICAL ANCHORS z 4 PER LI (2 ON EACHHVIING) 2 PER ANGLE \ \ \ 0 kVID0�# hLLLrD BLOCK rulz I , I W O sr U a a r k ® P L ---------------------- � Q FLOATING CLP 11 11 W: /2X X 1 8" 0IJ U ALUM ANGLE FIT INSIDE MULL I }�, �.t #14 SMS I ! #14 SMS f I N..s 1-3/4" O.G. MIN. I 1 1-3/4" O.C. MIN. i 1 ,7 & PER CUP Aa3 PER ANLL£ e� z • • TYPICAL ANCHORS: .� OPP .•.. . ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. • • • " 1/4- DLA. ULTRACONS BY 'ELCO' MASONRY 1-3/4- 2-1/2" t� w • •••• (FU-177 KV, Fy=155 KSI) WOOD 1-1/2- 1- �, Cn , T TYPICAL ANCHORS TYPE `B4b' '$ ,"7 � • WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. `— in • ,•„ • MASONRY = C-90 HOLLOVI/FILLED BLOCK fm - 2000 PSI MIN. Z_ - * • • IBY OR 2BY WOOD BUCKS NOT BY Eco WINDOW J 0 � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER p THEM TO BUILDING STRUCTURE. < W rn g ANCHORS MAY BE HEX OR FLAT HEAD. c q_ C 01 C � O O VJ m C Engr. JAVAD AHMAD >I Approved m c�omply�uft irlte FLA. PE �70592 � n FloritI Build' C.A.N. 538 Date NOAfI w* e $ $ v v 441 C:t drawing no. eft2 3 20 4 M14-01 4. sheet 8 of 9 o SEE CHART FOR QUANTITIES TUBE MULLION14 SMS «�1- Z N _ Z ----------------- �- 3 o � ------- --------- ANCHOR N0. OF CHART SCREWS #14 FH SMS TYPE: A2 2 at c y TYPE A4 v 2/ SIDE I i TYPE A8 3 Vell 1/8" THICK ALUM CHANNEL I G MM LENGTH TO FIT SNUG-/ INTO MULLION I I TUBE MULLION O 4 C TUBES MAY BE NOTCHED 4 r AS SHOWN TO ALLOY! INSTALLATION (1= Z OF CLIP ANGLE I 1 roll CAULK JOINT AFTER ASSEMBLY #14 FH SMS I 1-1/2" O.C. MIN. I 1 ACCESS HOLE SEE CHART I FOR QUANTITIES 1 N 004 1 Jill,_ -- • Y1 --1 ••••4d 0006•40 to i •• •6•L ••0•i• } •• . W .2 • ' •00••0 ----- -------- --------- • �•••� 00600 � I � � ( � ! •• � �Mei• •6.00• THIS SCREW CAN BE_ 1 I 1 •• •• 0 M� •0 INSTALLED IN EITHER1 #14 FH SATS 1 lf II II I 1 I 0 2 PER CLP 1DIRECTION � © s•••o••••i••1" O.C. MIN. • 3 � �• r•o• Q ' 1--3/4- X 2- X 1/8- (FOR 28Y TUBE) W os m 3/4- X 2" X 1/8- FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE .ANCHORS DETAIL Al METAL TO METAL CONNECTION H N #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST.IMIN. CL TO CL SPACING u ALUMINUM 5/8" 1 1/2- o 0 m o a =_ Ertg'r. JA1/AO AIIMAD t c CML I RA. Pin 70592 o ri Edd B ct° Y $tl` 1 r �► C.A.N. 3 5M a Date + $ U-.: tj 1NDAI1 x. drawing no. MMAY . � Z --01 . M 14 sheet 9 of qji • WINDOW WIDTH �U w o_ I '- FALSE MUNTINS D.L. OPG. N z (SURFACE APPLIED) m te 0 I MAY BE USED 3 z W w THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. O o SHUTTERS ARE NOT REQUIRED. Zl DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER fl 4 C i t C ��— rb CHARTS SHOWN ON SHEETS 2. W 0 N = a -___� __!__ �___ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 16 z M --- i --y7- r---- to z o i� �� ii m COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER J z M WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING k MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. g U o I _j --I to ii THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ,o 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 ••••a HURRICANE ZONE (HVHZ). • •Q ••••,� •••••• - WOOD BUCKS BY OTHERS, MUST BE ANCHOREp PROPERLY TO TRANSFER •• � � :•.•� LOADS TO THE STRUCTURE. ••• 000000 ••• } • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS P •••••• 10 1/2" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.•• � N om•• • • MAX' 6" MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••• 'a ° ••i••• HEAD HEAD/SILL NOT PART OF THIS APPROVAL. • 00 +� SILL CORNERS •• t7 r !n •••• • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.-- Z 20 • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • �C �S` w •••••• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• p _3 0 •••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. to Pay 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'0. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS yy 090" Interloyer .090" Interloyer 090" Interlayer N DuPont Butocite PVB DuPont Butacite PVB DuPont Butocite PVB h $ $ By 'Kuroroy America, Inc.' By 'Kuroray America, Inc.' By 'Kuraray Americo, Inc.' n L In n 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS PRODUICTREVISED ai a as eomplying wUh the Flodda SILICONE a SILICONE a: SILICONE BuRdMg Codd L_ DOW CORNING 899 C DOW CORNING 899 DOW CORNING 899 Acme ~ z In :i z �D Date N p = N O `o c� 59`o 5 tO 5 ha Pfoduct a ' .- ids C. ltrl a' B �� 3 !t �I SETTING BLOCKS AT `� < U ' LAM. GLASS AND INSUL. LAM. GLASS ' 7 '' ' 7 �� 7 NOTCH GLAZING BEAD LEGS TO CLEAR BLOCKS _ c i t Engr: JAVAD AHMAD , g O p CML e p 0 FLA. PE 70592 Cc w AN. o w AT 1/4 POINTS ON LITES 10 AT 1/4 POINTS AT 1/4 POINTS ON LJTES � � Z��. � � 9 WIDER THAN 36" ONLY 9 ALL SIZES 9 WIDER THAN 36" ONLY GLASS TYPE 'AA' GLASS TYPE 'B' drawing no. W11 -10 GLAZING MEMO (sheet 1 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'H' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' W WIDTH W} LENGTH (L) E 1 NT. - EXT.(+) 1 NL(-) EXT.(+) 111T.(-) WIDTH (W) LENGTH (L) EXT,(+) 1 NT.(-) EXT.(+) INT.(-) EXT.(+) 1 NT.(-) 7d,0 75.Q` 70.0 75.0 73.0 75.0 26--1/2" 70.0 75.0 70.0 75.0 _ 70.0 75.0 z 36 70.0 75.0 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 - 70.0 75.0 42" 61.7 66.1 70.0 75.0 __ 70.0 75.0 37" 70.0 75.0 70.0 75.0 70.0 75.0 sr= f� 0 48" f 54.0 57.8 70.0 75.0 70.0 75.0 42" 61.7 66.1 70.0 75.0 70.0 75.0 L ai a 50-5/8" J ii 54" 54.0 57.8 70.0 75.0 70.0 75.0 48" 54.0 57.8 70.0 75.0 70.0 75.0 �. Q 60" - - 70.0^ 75.0 70.0 75.0 53-1/8- 51.2 54.8 70.0 75.0 70.0 75.0 ! a 66" - - 70.0 75.0 70.0 75.0 56" -- - 70.0 75.0 70.0 75.0 _ 3 e} 30" 70.0 75.0 70.0 75.0 _ 70.0 75.0 60" - - 70.0 75.0 70.0 75.0 1 5 36" _ 70.0 75.0 70.0 75.0 70.0 75.0 63" - - 70.0 75.0 70.0 75.0 cy C w 42" 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 NOTE: 0IL 48" 54" 54.0 57.8 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED IZ IZ VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. N 54" - - _ 68.9 73.8 V68.9 73.8 37" 70.0 75.0 70.0 75.0 70.0 75.0 W�r (L 60" - 68.9 73.8 73.8 42" 61.7 66.4 70.0 75.0 70.0 75.0 L2 102 66" - - 68.9 73.8 73.8 48" �" - - 70.0 75.0 70.0 75.0 '� Z m-<30" 70.0 75.0 70.0 75.0 75.0 53--1/8" - 70.0 75.0 70.0 75.0 w36" 70.0 75.0 70.0 75.0 75.0 56' - - 66.4 71.1 66.4 71.1 42' 61.7 66.1 70.0 75.0 70.0 1 75.0 60" - - 62.0 66.4 62.0 66.4 �y 48" 60" - - 70.0^ 75.0 70.0 _ 75.0 63" - - 59.0 63.2 59.0 63.2 J to J os 54' - - 68.9 73.8 68.9 73.8 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 •••1 60° --- - 62.0 66.4 62.0 66.4 32" 70.0 75.0 70.0 75.0 70.0 75.0 A V1 ••••;' •••••• 66" - - 62.0 66.4 62.0 66.4 37' 76" 70.0 75.0 70.0 75.0 70.0 . 75.0 ••• a W i•••o •• 30" 70.0 75.0 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 ••• rt 1.- 36" .36" 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 ••• A } W • • • 42" 66„ 61.7 66.1 70.0 75.0 70.0 75.0 53-1/8' - 70.0 75.0 70.0 75.0 • LL •• .tA dy•• • • •• il1� ••••• 48" _ - - 70.0 75.0 _ 70.0 75.0 26--1/2" 70.0 75.0 70.0 75.0 10.0 75.0 • **% • • 54" - - 68.9 73.8 68.9 73.8 32" 70.0 75.0 70.0 75.0 70.0 75.0 •• •Z Q 010 060*:* 62.0 66.4 62.0 66.4 37" 80" - _- -70.0 75.0 70.0 75.0 •• • Z �•coo • 7(# T6. 70.0 _ 75.0 70.0 75.0 42" -_ - 70.0 75.0 70.0 _ 75.0 • e. •••••• 6" 70.0 75.0 70.0 75.0 70.0 75.0 48" 1 - - 70.0 75.0 70.0 75.0 • • • o • • 42" " . - - 1070.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 _ 70.0 75.0 70.0 75.0 •• I W • • 48" - - 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 � 54" - - 68.9 73.8 68.9 73.8 37' 84" - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 _ 70.0 75.0 42' - 70.0 75.0 70.0 75.0 36" 78" 70.0 75.0 70.0 75.0 70.0 75.0 48" 1 - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 32" 9d" - - 70.0 75.0 70.0 75.0 y c y a 30 70.0 75.0 70.0 75.0 70.0 75.0 37 - - 70.0 75.0 70.0 75.0 0 W c o " 84" 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 10~ W o 42" - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 ton 48" - - 70.0 75.0 70.0 75.0 32" - - 70.0 75.0 70.0 75.0 PRODUCT RBYL§ D m z ( $ 96' as complying wilh the Florida 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 Building Cods /{ 36" 90" - - 70.0 75.0 70.0 75.0 42" - 70.0 75.0 70.0 75.0 AcoeptancoNo ••s•+ WI-1 " 3tDtiou Daw42 - - 70.0 75.0 70.0 75.0 030" - - 70.0 75.0 70.0 75.0 By >36" 96" - - 7Q.0 75.0 70.0 75.0 aBePxaiuctCnlralc 42" - - 70.0 75.0 70.0 75.0 NOTE: Engr. JAVAD AHMAD A a GLASS CAPACITIES ON THIS SHEET ARE FIA PEE#L 70592 0 �_ BASED ON ASTM El 300-09 (3 SEC. GUSTS). CAN. 3538 o a m y es - o4 `u /- drawing no. AU� 3 2015 Vit 11 -10 sheet 2 of 6 t TYPICAL ANCHORS 1BY SEE ELEV. I 8 WOOD BUCK FOR SPACING METAL EpG DIST. � o STRUCTURE 1 `�° ° \ " EDGE DIST. MIAMI-DARE COUNTY APPROVED 00 r EDGE DIST. MULLION & MULLION ANCHORS c Z 3 SEE SEPARATE NQA iv I Q EDGE DIST. > o (� t `tj N 0 0. 6 , d I 4 y I C M 1 I O IL ra Lu it �I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 2i Iii 2 SEE ELEV. SEE ELEV. SEE ELEV. ..) u M d .i II it FOR SPACING FOR SPACING FOR SPACING R� g II n II If II II ^ N I I g J w SEE ELEV. FOR SPACING J t° I' II WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. +n II II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /4 Qld.' tlLfA�; 1 '`'E1, `„Fu=177 KSI, Fy=155 KSi) d N ,••' : •.• 0009:• AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 00W , o , ,I II 1=1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 000 1-- •' ,000;0 II II THRU 1BY BUCKS INTO CONC. OR MASONRY �ee NLdX0009: O t i 1-1/4n MIN. EMBED INTO CONCRETE (BEAD/SILL) • Ta e1 r • w t-I I I •• . .a+W sa:••• 3 0 W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o c H I I DIRECTLY INTO CONC. OR MASONRY •• p *la 0000.. W �� I� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) +•• •+� ZL�Oop �0 I, II 1-1/4" MIN EMBED INTO CONC OR MASONRY (JAMBS) :•• O T. E 2 CRS) I U I EI {N yr METAL STRUCTURES � W Cox II If STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) It II ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I TEL F � GRADE 2 CRS I I I t w.t ) It It INTO MIAMI-OADE ` la COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") `0—- 10 N (NO SHIM SPACE) w Q R (zq� O y U = 4 d 1 B 0Z ' WOAD BUCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 1 INTO METAL STRUCTURE = 3/4" MIN. c �' 0o�'' ri a _ WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. > 0 0 0 0 "' I CONCRETE AT HEAD. SILL OR JAMBS f'a = 3000 PSI MW. '�' � ` 0° " 6 I C-90 HOLLOW/FlLLED NORMAL WEIGHT CMU AT JAMBS fm 2000 PS{ MIN. ::.. MAD — Engr. .lAVAD AHMAD a °6 I dd L ° G a. T FLA P 70582 a \ CAX 538 o u _ „ • °.• ••.4 1� a ° I • d, •• �t, q I q• PRODUCT`REYISED .:: O �t ° Q \ z I ' \ I q frs t ontpiyi»8 with the Piol{ds ° u e $ j TYPICAL ANCHORS q TYPICAL ANBHORSF3uild' Code -- a SEE ELEV. SEE ELEV. AccepycoIdo Ob./1/� drawing no. FOR SPACING FOR SPACING i"911 Date -J•"•�-+ W 1 1 —1 O EDGE DIST. _� EDGE DIST. n 1iY I 'moi ads Product mro JUI� 3ut sheet 3Of 6 • V o o 1/4" MAX. f 1/4a MAX SHIMS 1/4" MAX. SHIM C V3YW000 BUCK SHIM 0 Z g N tL TYPICAL ANCHORS 4 2 TYPICAL ANCHORS 6 SEE ELEV. p --T5;= "5 s SEE ELEV. U 0 0 V3 ONO FOR SPACING FOR SPACING 1 1/2" tj � o gum— C3 W 0 IL W * + 4 W N� fx 2 .0 tt W V W Z y l4 O 1 4,1 TYPICAL ANCHORS 4 w g EXTERIOR a SEE ELEV. METAL 1 FOR SPACING STRUCTURE D.L. OPG. J m WINDOW WIDTH --I I) in to W •• 0.0.00 LOA • • �ti 0••0.0 ID oo:oo* MIAMI—RADE COUNTY § 00000 APPROVED MULLION •• ID Z V ago 0000•• SEE SEPARATE NOA TYPICAL ANCHORS •• • SEE ELEV. FOR SPACING `0 Q z Y 0•• • • • • W asa•',i' �••••• n + ra O 0 a. 0 PRODUCT REVISED as complying with the Florid EXTERIOR Buildin CodeAcCepts!LNo /i� WINDOW WIDTH WINDOW WIDTHgR p>livn Datc ~ z�y o 00 ! -: -: � By 0000 :sZl a PrOdtwo C4ntro a ou v o s_ Engr. JAVAD AHMAD a a CML FLA. PE # 70592 N CA•N. 3538 t7 CA m aT w 'a !,- drawing no. W11 -10 JUN 2 3 2015 (s—heeT 4 of 6 • EDGE DIST. METAL u w STRUCTURE o EDGE I TYPICAL ANCHORS DIST. MIAMI-DARE COUNTY APPROVED p n SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA Z }. j A • I d . EDGE 0 Z z _. •. �• � 01ST. }. w a A• C. U cn n ALT. cv'[1 cI 0u M 4 Q a .0 TYPICAL ANCHORS I TYPICAL ANCHORS Q SEE ELIEV. LSEE ELEV. FOR SPACING FOR SPACING --� g t3 0 J aI �. J 'n to p (n ...� '� W •�� •..•.. Er W }}... • ti N y�00 •••..• t^�... "• 0 • (ptxf•N •.•.• Iv • 014 • LJ Z $ •••.�. 1/4* MAX. :04 1 SHIMS $ ALT. : • ..••.• TYPICAL ANCHORS : 0 d' • • SEE ELEV. FOR SPACING • W dl� :•...0 4 d c- ' 4 0 TYPICAL ANCHORS n . y SEE ELEV. FOR SPACING o N �yJ W O O W p N U 6U .a PRODUt✓1'REVISED °)z as complying with the Florida z 4• p Bumng C06 -m Acceptance No • ,�..1.. 'on Date u .O O MOI• � M� N N O O O O uct onto) . iii Prod Edc ALT. � N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r. %VAD AHMAD N CML FLA. PE W92 tip CA.N. LUp• 4- p I A p JU 2 015 tdAr1awing no. EDGE DIST. Y�1 1 —10 sheet of D ' 3.001 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U 2.750 1 E503 4 0 FRAME HERO/SILL/JAMB 6083-Tb - � o 2 E504 4 SNAP COVER 6063-T6 - 800 3 FY109 AS READ. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 Z z 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — 38 FY108 AS REQO. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — F" m cNp 1 3.094 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS — — d 16 >_ 2.578 5 E203 AS REQO. GLAZING BEAD BULB, DUROMETER 65 _ SANTOPREN£ UL.TRAFAB 0 v ..062 6 ; PSJ40—SS 2/ CORNER FRAME CORNER KEY ST. STEEL — Q, 7 , FLB-50 — _ GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWE f1 8 i FY120 AS READ. FLUSH FRAME AOAPTER 6063-T6 OPTIONAL 9 ! - AS REGO. SETTING BLOCK. 3/16' X 3/4" X 4" LONG EPDM DUROMETER 80±5 SHORE A ri Dfy O M .719 10 5 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL 0 d Q Q II DEIt Q 1.644 SEALANT: �'3 , FRAME HERO/SILL/JAMB Ot ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ul Z — i SCHNEE—MOREHEAD SM5504 SEAM SEALER. 4 Uzi F .050 .452 U 0 LI.2871 ul 00 o uj •..4P i � � •••� 0000•• / W r7 • • Q SNAP COVER � // � � 4 •• t! N �•••� •0000•'• •• 0 >- W .� • a0 0000•• 394 / / os c j �pt+•� 0000• •• ii O 4W12 ul• ••i••• 0 •• �s Z .J 10 1R• 0000•• • .803 �•• � •.. • .050 • �i � � 0000•• L • 0 .--Cl i••••i 1.047 / / I •• V �+la►. • • / f w % O3 GLAZING BEAD (7/16" LAM. GLASS) i 2.6e8 .130 vi o d 300 .062 o a H 41 O O 803 .045 .769 I S o 15 � U � Q It PRODUCTREVISED 0 z RD w t.172 2.611 I I as complying with the Florida Building Code Q GLAZING BEAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER I AomptanceNo ic8ti011 Date o v N > O O Q 1,.750 vli ' a s oct wltrol ami C L 519 493 Engr: JAVAD AHMAO aio 8 _o CIVIL 803 .045 1.750 FIA. PE 70592 c C.A.K. 38 c 1.047 v` 2 f .493 !� j 32015 drawing no. FRAME CORNER �✓'� VIII 1 —10 38 GLAZING BEAD (5/16" LAM. GLASS) �6 CORNER KEY {sheet 6 of 6 37" V WINDOW WIDTH �V o 35" APPR LE UNIT IDE ' VENT WIDTH COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8" O FALSE MUNTiNS .. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APPLIED) D.L. OPG. m F wj MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED m w d LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A �zd Jp o � WILL APPLY TO ENTIRE SYSTEM. 2 i• U Q THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY C h II / V a ,a HURRICANE ZONE (HVHZ), aCf Wj.M WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. O ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 3kr /i i 3 O EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE z i- _/_ _u______ 4' Z ip g NOT PART OF THIS APPROVAL. C3 �n - a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. * x ' %x ' m a W ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. z fO ---- _ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT x\ g U W COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 400 \i m \ .. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 I I \ ••• H ••••« •••:.• SHUTTERS ARE NOT REQUIRED. N '� ••• : ` N of • ``00 :••••: 12 6 POINT LOCK '•• �: room 0000•9 3t p of 777 , MAX. 7" MAX. LOCKING POINTS O --:00 k' f HEAD HEAD/SILL SEE CHART. •• a Z J •00,0 ••0• (FOR SIZES SHOWN OR SMALLER) CORNERS •SILL NO. R � • WDW. HEIGHT KEEPS S `�-• •••••• P _ UPTO AT %�HO 94,- v • • 26" 2 ' w- • • 38-3/8" 3 N 1/8" TEMP. GLASS 50-5 8" a 63" S 3/8" AIR SPACE 76" 6 1/8" HEAT STREN'D_ GLASS 1/8" HEAT STREWD. GLASS 3/16" HEAT STREN'D. GLASS 090" Interlayer 090" Interlayer .090" Interlayer PRODUCT REVISED y o N v v DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PV13 es,omoybgwlththe Fwwa o N By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' By 'Xuraray America, Inc.' BuNdh+8Code .. O �r.� o o U, No No i./ o 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS A 1>aBueDa�e �i R E d SILICONE SILICONE SILICONE BY DOW CORNING 899 �`' DOW CORNING 899 DOW CORNING 899 � UctC z m z m m NQ c a�� Nnmw in in GLASS CAPACITIES ON THIS SHEET ARE 3 9 I 3A riu 38 9 I� i BASED ON ASTM E1300-09 (3 SEC. GUSTS) > °ckn , 0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 20 �� 20 I i 20 _0 Engr. JAVAD AHMAO U o_ CML O Q Q FIAIJ PE # 70592 N 38 � `- " AT 1/4 POINTS � o o � _ 21 19 ALL SIZES I o� v` v SETTING BLOCKS AT INSUL. LAM. GLASS ^� { NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE `B' UV11 -05 GLAZING OPTIONS v 201ICs—hee=lf 6 _ EDGE DIST. TYPICAL ANCHORS SEE ELEV. 1BY w FOR SPACING WOOD BUCK METAL r��.----------------�� I d e n ik•6 a £DGE STRUCTURE I t MIAMI-DAOE COUNTY APPROVED t i EDGE �U °'4 a d°_ 6 a' $ ' d DIST. t MULLION & MULLION ANCHORS t DIST. \ g Z / v e I t SEE SEPARATE NOA I I a Q I- I EDGE I o '. z i DIST. i off\ /Qy (Np� B L—_ _ -------------11 li C a 0 --- ---- I k ii ` 7 f � tO in \ N \ N VD � 1 p 2 + � IL TYPICAL ANCHORS TYPICAL ANCHORS N SEE ELEV. SEE ELEV. w ,� 5 FOR SPACING FOR SPACING Z to t � G SEE ELEV. FOR SPACING U o WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �` 1 Im aT (Fu=177 KSI, Fy=155 KSI) J i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o •••x000 to • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ,� � ell t t THRU 1BY BUCKS INTO CONC. OR MASONRY " ` H '- j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �� in :••••: I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •• •• • • - x x o •• A ••••• a �- DIRECTLY INTO CONC. OR MASONRY • • L o z W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ••: I* ••••• Z Ei •• J � •••••• 3 ' DC 1-1/4" MIN EMBED INTO CONC. OR MASONRY (JAMBS) ••• Z � •• `= (GRADE 2 CRS) • 5� r Q ••••i• ,i W INTO METAL STRUCTURES - ••• • U •' �••••� STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) c„ W , ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) k (GRADE 2 CRS) m a �� I E COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 j 5 (NO SHIM SPACE) W � d m W 3 (A A K t t51 L Ef31�� Ififlt#E"F''' INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1BY INTO WOOD STRUCTURE = 1" MIN. 2 + 17 + WOOD BUCK INTO METAL STRUCTURE 3/4" MIN. B WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c w n ll CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN. 9 + + 1 \ N + \ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm a 2000 PSI MIN. o g m o W kIrL i c 8 d. b Engn JAVAO AHMAD k dd a d. CML N iV FLA. PE 35% 70592 t� \ .;_• :- .• . . '•.:¢p .. Cd . 38 c .. � o A •a .¢ QT*ICAL vPROlREVISEDa e ° w complying with the H idaTYPICAL ANCHORS 'Aoft SEE ELEY. �CHORS"gug ft Code SEE Accepct>nceN , drawing no. FOR SPACING FOR SPACINGBy. IF tAtqEDGE DIST. EDGE DIST. V1.4,6.10 d ZU t Y1r i 1 -05 , uiaml Product Co 1 sheet 2 of 6 w 1/4" MAX. o I 1/4" MAX. 11 SHIMS 1/4" MAX. oy r SHIM W OD BUCK F: SHIM w a 8 12 �y a. _ p TYPICAL ANCHORS %28Y WOOD BUC 0 V ej SEE ELEV. TYPICAL ANCHORS ----------SCREEN OPT. ---------------- o•. FOR SPACING W 00 STRU URE �y SEE ELEV. UJ FOR SPACING 1 1/2 l'�d r - - -� - - - - V _ Q� ;L Q 1/4 wo Qr„ h cc 0 8 7 o [SEE ELEV. u J Z4 J 1 EXTERIOR ' TYPICAL ANCHORS Q w g METAL o v FOR SPACING STRUCTURE D.L. OPG. r. VENT WIDTH U o v J N WINDOW WIDTH U1 ••••o •• W • n •• •••trri • ••• • •LL • • ••• Fes'• ••• ) • SAO " MIAMI-DARE COUNTY ••• O J: ••i••• APPROVED MULLION ••• b SEE SEPARATE NOA ••• • Z tl•00 •••••• TYPICAL ANCHORS • •�•n ••••i• SEE ELEV. FOR SPACING • O d J i.•••i •. U figr• • W moi ' 1 I ------- I 1 I I II II Ci v ti o t I I t g L---J y a U n v aazaz WINDOW WIDTH WINDOW WIDTH o a N M O1 N y 916 SIR o LI o< m U G W Eagr. JAVAD AHMAD CML it a�f FIA. PE 70592 a x CjN3538 0 PRODUCT R1gVIS8D aS complying whb tb9 FLOfatds v aBuilding u . Acceptance Code , --406-W Acceptance No Ex 1mlionDato �,L drawing no. A3i>un1 age ProAJ� J 3 205 �� C}5 (sheet 3 of 6 EDGE DIST. --------------- W f EDGE DIST. METAL f -------------------- o TYPICAL ANCHORS STRUCTURE I I MU1MI–DARE COUNTY APPROVED I I v SEE ELEV. FOR SPACING I I MULLION & MULLION ANCHORS I j •° 1 SEE SEPARATE NOA I Z e- 11 EDGE DIST. I ��_----- --------- Jj 0 in 15 y 15 I 15 ALT. O'00 w(+1 O aha O '�� TYPICAL ANCHORS TYPICAL ANCHORS L4 z to SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Z M tl- J U o to 5, U 0000:• G 0000 • •• LLf • _ 00000• •• I— •X • • • .q� }. W.•L 0000.0 00000 •• 0o on 00.00 y •• V/' a • 0000•• C 1/4" MAX- • Z � a 000000 0000 SHIMS 15 ALT. • .� • • • dij 0000.. 4 Citi • • Lo 0 rW J TYPICAL ANCHORS vi W os SEE ELEV, FOR SPACING °• a b a A _ i � 4 Q y K In a b TYPICAL ANCHORS p z SEE ELEV. FOR SPACING o a e rc o S W 0 .a •. c c� a va � � PROD=RWnS13D p as complying with the Florida Building Codc i� O,6.Ii o DalZpzZ opseinfcyfj pr N ALT. G m a c KMw C 15 a nOt � N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAO AHMAO r!, •a o CM N °N FLA. PE # 70582 N CA. 3538 C^a 9 O • p _ a' • '�O to 'O tl 'dAr1awing no. EDGE DIST. rY 1 1 —051 2015 1 sheet 4 of $ a 2.750 ITEM PART j QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS � W 1 E501 4 FRAME HEAD/SILL/JAMB 6063-176 Q .500 2 E502 4 VENT 6063-T6 - 1.330 3 FY108 AS RE00. GLAZING BEAR (5/16" LAM. (;LASS) 6063-T6 Z h 062 3A E505 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 n, (- z 38 FY109 AS REOD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 E" w < 4 E508 _ AS REOD. SNUBBER - VENT. FULL LENGTH 6063-T6 - Q c .078 2.821 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - - _ - V 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-TS 7 #10 X 1-1/4'- AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS C a 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMEY£R 65 SANTOPRENE ULTRAFAB r- 9 E203 AS REOD. GLAZING BEAD BULB._DUROMETER 65 SANTOPRENE ULTRAFASQ ei 10 35.12.00.400 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS O O Q 4 FRAME HEAD/SILL/JAMB 11 1 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH �.a 12 - 6/ VENT KEEPER STEEL - O N 2.354 13 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY- ST. STEEL - z N 1.330 15 FY120 AS READ. FLUSH FRAME ADAPTER rt 2.688 6063-T6 OPTIONAL Q 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 2 u .062 17 X10 X 1-1/4' 2/ SKATE FHSDS SKATE SCREWS 2.094 .500 18 #8 X 3/4 AS READ. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' O.C. U o .372 769 19 - 2/ LITE SETTING BLOCK. 3/16" X 3/4' X 4' LONG EPOM DUROMETER 80+5 SHORE A .Jr J •••Y�► 062 2.813 -A 20 FLB-50 - GLASS SPACER - 1/8- HIGH SILICONE FRANK LOWE • g J ••••�• •••••• .896 2.611 �I 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL • � U} • ••••�• • SEALANT: .. � � o ...... .719 .590 15 FLUSH FRAME ADAPTER •• �' i••••i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1.582--�I -1.750-1SCHNEE-MOREHEAD SM5504 SEAM SEALER. .. >. Lid ••••• PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. .. �~iyl'bai ..:••' r•(p iJ2 VENT •• 3� �pM �• 00.000 T f493 LOCKS' �• 0 o"00� 00 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' • Z 44.� •..0.0 AT FRAME JAMB •• z:d ;0000; LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL o 04 0s FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. uoi U w .803 04us 5 .493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES W #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. LEACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 14 CORNER KEY m STAINLESS STEEL KEEPERS #31964.92 AT VENT GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS m SEE CHART ON SHEET 1 FOR QUANTITIES 1 ul ((/� 0 8 .245 0. ,.i oro � �-.130 HINGES• lu 1.045 .780 _ .12D 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCT REMSOD�- LOCATED AT.TOP AND BOTTOM CORNERSZ es cornglylttg with Bte Ftoltiida k-1 256•--� FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS AL •0�1//�.�� 1.172J 'aY Datc /irrV�',,, ' OPERATOR: 0 GLAZING BEAD (INSUL. LAM. GLASS) O SNUBBER FRAME -AietYsi adeProdu o rol SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' 1 , LOCATED AT SILL END f� I .394 FASTENED WITH (6) #10 X 1" P PH SMS r .245 OPERATOR TRACK #30175 AT BOTTOM RAIL £ngr. JAVAD AHMAO FASTENED WITH (2) #10 X 1" P PH SMS FL. CIVIL A. PE 70592 N 803 .050 .78CA.N. 38 �0 - .120 m 4� ANTI-SAG SKATES: -«I720 I-� VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' drawing no. 1.047 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE Wl 1 --05 3B GLAZING BEAD (7/16" LAM. GLASS) �4 SNUBBER - VENT EACH FASTENED WITH (2} #f0 X 1-1/4" P FH SDS. ,lUN � 2015 sheet 5 Of 6 lu U d I 0 ~ � 2 W N �4 0 .j 8 U IL • � a 14 V a � - o Q w �► LLZtA_ o oo / - 7 J in / •• h� W • dQ �• •.• • L, . v ••...• j • .. 3 tt,n ..:..' w 0 VENT CORNER FRAME CORNER W W W N N = N o � �` 0 w Ld z z z z O q N �'f Iq� N •� � O O O O 0 Q m U U W r Engr. JAVAD AHMAD n D a Crnt N FLA. PE # 70592 n PRODUCTREViSED C.A.N. 38 _ as complying with the Flotidao l c t Building Cade .,.L/.'��'T_0640 � � � � Acceptance No / i]ationDate l,�©�9�,. ^ ` Browing no. BY a Produa CO JU 2015 W 1 —05 sheet 6 of g CLUSTER OF ANCHORS CLUSTER OF ANCHORS � AT INTERLOCK/ASTRAGAL ENDS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 120 1/16" 180 7/16" SEE SHEETS 10 THRU 11.1 f DOOR FRAME WIDTH DOOR FRAME WIDTH 3 3" ANCHORS IN PAIRS z 5" MAX. 3" 1 MAX 8" 5" MAX. EACH LOCAAT TION SHOWN .3' 3" 15 3/8" W X HfAO/SILL 6" HEAD HEAD/SILL 6" MAX. N -'v CORNERS A ""� 6 SILL CORNERS 6' C 0 1 _ O � v O � REINF. it Ii REINF. REINF. a O I I I IO Q O C3 I t r + it .0 m li sl E IE �I F1 G Q d w z II II 0 I:I tl II D HE I I REV. i m ' w \ _ \ 0. li it w G3 g N O 11 I I I N O -� N J M li M M w N N n II It O r �I I� cr •••f cn II II `+ I t i d 7•• Me Wo •000:0 41 tt II II II z r0 W t j' :.••s: 00(�l -----t+ i-----il c •• D •w•• ••a•• 000 ' s •• ?"Y ;iii•• 6900•4 B 1 B �o•• i• ()z< 't •0 0—qrmo (10 Lu L 000000— FALSE MUNTIN J 53 3/4 53 3 4" m 5 FALSE MUNTIN " • / / w 53 3/4 53 3/4 15 3/8" m W M • • POCKET JAMB OPTIONAL z OPTIONAL z O.L. OPG. O.L. OPG. a m MAX. a w FASTENERS ! p D.L. OPG. Q.L. OPG. a fn m Q U U 60 1/8" 60 1/8" m 60 1/8" PANEL WIDTH 6a 1/8" CLUSTER OF ANCHORS PANEL WIDTH PANEL WIDTH AT INTERLOCK/ASTRAGAL ENDS PANEL WIDTH SEE SHEETS 10 THRU 11.1 + TYPICAL ELEVATION TYPICAL ELEVATION pppnWW= X0 0_XX Fterle011t NW410S . Fiat* MAa log Zol q- o _ 111OA1t j� THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Mira I fl+ate Pnxhw J Ppy� SHUTTERS ARE NOT REQUIRED. H Slte� G+ ; hi MAXIMUM DESIGN LOAD RATING = + 55.0 PSF THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE (FOR SIZES SHOWN OR SMALLER) — 55.0 PSF m a3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYAS PERMITTED BY FSC ° N OAYLiTE OPENINGS: . o HURRICANE ZONE (HVHZ). >O.L.O. HEIGHT = PANEL HEIGHT — 7.375" DOOR. �- v ° tHEiGHT ARID WIDTH SIZE MUST COMPLY ` a ` 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY D.L.O. WIDTH = PANEL WIDTH — 6.375" EGRESS REQUIREMENTS PER FBC AS APPLICABLE. TO TRANSFER LOADS TO THE STRUCTURE. PANEL HEIGHT = DOOR FRAME HEIGHT -- 1.875" M � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 9V. JAYAO AHMAD c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML N a, I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE F CAN 38$ 2 M NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOTE' 9 ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. GLASS CAPACITIES ON THIS SHEET ARE drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E1300-09 (3 SEC. GUSTS) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION W13--56 1 REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC-219 t2 Q 11 41 sheet 1 of 1±� I CLUSTER OF ANCHORS 3 AT INTERLOCK/ASTRAGAL ENDS 238 1/2" SEE SHEETS 10 THRU 11.1 to DOOR FRAME WIDTH r7 ANCHORS IN PAIRS 3" ap B::AT HEAD/SILL/JAMBS 3" 5" MAX. 15 3/8" � � HEAD/SILL EACH LOCATION SHOWN 6" I CORNERS r A , _ 1- 6� MAX. ` I 2 � �` l 9 CL C U I 1 I a jl Ij REINF. REINF. REINF. p TI 0 0 a -tl-----`I- t � 0 N W tE c' 4w x M j a . .M Wz N to O II II i o os o o II II I 01 V n ----- --- �' I Cl acv a t� �I a, ,¢� I J O .•� { r-E m z C)4 e• 1� II Z Lnmelee •ecce• e� Wul �e. •• B ILLUSTRATIVE • •`• i--Ca9 U ••••i• 60 1/8" MAX. 0 1014a o ~ PANEL WIDTH Q N •••••• FALSE MUNTIN 15 3/8" ALL CONFIGURATIONS • ea Q.� •�'.-'. • • 08, �j ••••• OPTIONAL 53 3/4 53 3/4 MAX. z • 0 in JS so:** e D.L. OPG. D.L. OPG. /W�EEPS o ft roypli JR1t coaapiYiag�i11t1Aa • !\W •••••• 60 1/8" MAX. CENTER OF U �B C • • a e e• PANEL WIDTH 60 1/8* (MAX.) EACH PANEL Det! Z"T`� i •••e i• PANEL WIDTH _ ? d • : e • • M1s110 !'tract • ••••e. TYPICAL ELEVATION CLUSTER of ANCHORS • AT INTERLOCK/ASTRAGAL ENDS SY---- -� 1/4" HEAT STREN'D GLASS OX—XX SEE SHEETS 10 THRU 11.1 $ c .090" INTERLAYER SENTRYGLAS BY 'DUPONT' MAXIMUM DESIGN LOAD RATING = + 55.0 PSF v a 1/4" HEAT STREN'D GLASS (FOR SIZES SHOWN OR SMALLER) — 55.0 PSF AS PERLUTTED BY FIC F DOOR HEIGHT AND WIDTH SIZE MUST COMPLY z rn EGRESS REQUIREMENTS PER FBC AS APPLICABLE. a o N g N 10 X13 ` ca i I s •J I l Engr. J VAD At WOCAM FLA. PE i� T0592 c C.A.N.,3538 o NOTE: „ GLASS CAPACITIES ON THIS SHEET ARE §' ; E; 1 II BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. GLAZING DETAIL AND FLORIDA BUILDING COMMISSION W13-56 DECLARATORY STATEMENT DCAO5--DEC--219 s/1 s" OVERALL LAMINATED GLASSDECLARATORY 2 of t 6 CLUSTER OF ANCHORS lu AT INTERLOCK/ASTRAGAL ENOS ai 355 1/8" MAX. SEE SHEETS 10 THRU 11.1 I DOOR FRAME WIDTH M 3" ANCHORS IN PAIRS3" z 3" AT HEAD/SILL/JAMBS 15 3/8" 3" 6 EACH LOCATION SHOWN MAX, d Q �4� IL E fl �a i' tt REINF. REiNF. REINF. REINF. REINF. 3 O BID 41 W 04 of N i% mss o a 'i i' �✓ : . rn a I� iI fn I' 3 w 1 I t Q Z U1 •• 0000•• 1 I a - .. may, • r —QI ?Lfl • M •• 0 t00 03 000000 cp FALSE MUNTIN 53 3/4" 53 3/4" `~ 3 - '` N • _ ` t'n, ••i••t OPTIONAL O.L. OPG. O.L. OPG. /8" z • t ��j 15 t0 *goo:* 60 1/8" MAX. 60 1/8" MAX. MAX. CLUSTER OF ANCHORS AT CENTER OF tO : 00 PANEL WIDTH VAT INTERLOCK ASTRAGAL ENDS EACH PANEL t 000000 PANEL WIDTH SEE SHEETS 1 THRU 11.1 Fbm � Fleci&BaWlrlg Cock : ' :t•t t; Pa 2 tt t t IIIO _ • • Sro 1 MAXIMUM DESIGN LOAD RATING = + 55.0 PSF IA (FOR SIZES SHOWN OR SMALLER) — 55.0 PSF a AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY a EGRESS REQUIREMENTS PER FBC AS APPLICABLE. c o •> o m �a e • rt o ErW. JAVAD AH t o CNIL .w FLA PE 3535� 7.0592 C.A.N. NOTE: t bi tt, GLASS CAPACITIES ON THIS SHEET ARE AU BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. I AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 wl3-56 sheet 3 of 16 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1A SIY1702 1 3 TRACK FRAME HEAD 6063-T6 - 18 SIW727 ] 4 TRACK FRAME HEAD 6063-T6 - M 10 SIW723 1 5 TRACK FRAME HEAD 6063-T6 - z 2A SflY701 ] 3 TRACK FRAME SILL 6063-T6 - 28 SIW728 1 4 TRACK FRAME SILL 6063-T6 - 2C SIW724 1 5 TRACK FRAME SILL 6063-T6 -- ii U 3A SIW703 1 OR 2 3 TRACK FRAME JAMB 6063-T6 - d 3B SKY729 1 OR 2 4 TRACK FRAME JAMB 6063-T6 -- L a 3C SIW725 1 OR 2 5 TRACK FRAME JAMB 6063-T6 - 0 et 4 SRW709 1/ PANEL _ PANEL TOP RAIL 6063-T6 - 5 SIW710 1/ PANEL PANEL 80TTOM RAIL 6063-T6 - yW 6 SriY705 1/ PANEL JAMB/LOCK STILE 6063-T6 -- O h A 6A SIW718 1/ PANEL H.D. LOCK STILE 6063-T6 - co 0 7 SIW707 1/ PANEL STD. INTERLOCK STILE 6063-T6 -- 8 SIW708 1/ PANEL H.D. INTERLOCK STILE 6063-T6 - 9 SIW706 1/ PANEL FEMALE ASTRAGAL STILE 6063-T6 - Z�+E 10 SIW704C AS READ. 2-3/4" SILL ADAPTER 6063-15 - 11 SIY1901A AS READ. REINFORCEMENT 6063-T6 - - 12 SIV1703A AS READ. JAMB ANCHOR COVER 6061-T6 - m N 13 5776 AS REOD. GLAZING GASKET SANTOPRENE CENTRAL PLASTICS INC. °f 14A W13235 AS READ. PILE W'STRIPPING WOOLPILE ULTRAFAB INC. in U N 148 W13295 AS REQD. PILE W'STRIPPING WOOLPILE ULTRAFAB INC. �C> .� 14C W23385 AS READ. FIN SEAL PILE W'STRIPPING YIOOLPILE ULTRAFAB INC. �� to 15 9270SI AS RfQO. BULB W'STFtIPPING VINYL CENTRAL PLASTICS Lij M 16 D2505 AS READ. PILE PADS Y/OOLPILE ULTRAFAB 0 18 * AS READ. LOCKS WITH INTERNAL MECHANISM - ARCH/ASHLANDZ Ll •• •••• • 18A AS READ. BOLT LOCK MECHANISM - INTERLOCK USA 4 L' •• • 19 1989-PRN 2/ PANEL ROLLER ASSEMBLY - AMESBURY HARDYIARE PRODUCTS6 U Z 21 #14 X 1-1/2" 2/ CORNER PANEL ASSEMBLY SCREWS - PH SMS Q<0 22 - - - - - �•41:3. ••••• HOOK STRIP 6063-TS - • — ! .� 23 SIW726 1 �, ••••• • i?n W ` •••••• •• ►�ii V1 rn Q•��j •� �k ARCH NON-KEYED HANDLESET (SIW-3292) LOCATED AT 40" FROM BOTTOM • • • ENGAGING INTERNAL LOCK MECHANISM (ADH-3008-84), BY ASHLAND HARDWARE PRODUCTS. oil 4 �k�tc 1/4" HEAT STREN'd GLASS MANUAL BOLT LOCK (8F01-6501) LOCATED AT 60" FROM TOP $ ENGAGING DRIVE ROD (OLOI-6002) AND ROD TIP (0101-6041) .090" INTERLAYER INTO THE FRAME HEAD, BY INTERLOCK USA. ItpQYottCdp � c$ SENTRYGLAS BY `DUPONT' ; W T 4" HEAT EAT SRED GLASS �p - / M1a+a1 owe Product Coit { m N N C h � � •> o a 13 ` Ca � t Engn 4AYAD AHMAD ri o ew ww FLA. PE 0 76592 0 C.A.N. 538 ji v W 4 u drawing no. GLAZING DETAIL ' W13-56 � fir"OVERALL LAMI�ATE#T.GlAS sheet 4 of 16 DOOR FRAME W. DOOR FRAME WIDTH NOTE: N CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY a (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) :%— M SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 w THRU 3. THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER (" a a OF PANELS ON 3 TRACK FRAMES, NOT TO EXCEED TESTED PANEL 0 Lv EXTERIOR SIZE AND MAX. DOOR FRAME WIDTH. v WHERE TESTED STILE CONDITIONS SHOWN HERE ARE PRESENT. XO (SHOWN) up OX MAX. TESTED PANEL WIDTH = 60-1/8" (SEE SHEET 2) N DOOR FRAME W. DOOR FRAME WIDTH MAX. TESTED PANEL HEIGHT = 130-118" c MAX. TESTED DOOR WIDTH = 355-1/8" Ccy Q Q .0 c s' s• I Z Q aEXTERIOR XX (SHOWN) N ��. N O1 DOOR FRAME WIDTH DOOR FRAME WIDTH ao U n �N N c------ i 1 Cy m E (Q V� d� • %% qkLo ':L i w S H o O Q •• • �e • �••• 00000 MLd d tn I EXTERIOR • • of 3[ 0, • ••••• D • •� 4}z V .� • OX—O(SHOWN) 11 • .p p •w • •••• O—XO � WI *Pb 0000. • r i �� • 0000• DOOR FRAME DTH DOOR FRAME WIDTH • �$n til i •••••• • a}Q • L -I �C • 0000•• zC 0 0 � J o o • 0000•• Ind#kg C � Merit*% 1 i hf EXTERIOR i t I o W XOX (SHOWN) OL y Mie>efk b Prodert f~entm o } DOOR FRAME WIDTH DOOR FRAME WIDTH c 11 0 y O w s� s ii i } n Engr. J YAOA MM gao_ (3 W. N Z O $ £ FM Pt { 70592. XTERKJR a I O C-kN. 3538 S. XXX (SHOWN) n APPROVED CONFIGURATIONS t`tea •'z r? drawing no. NON—EgGKIE •ED DOORS W13-56 THREE (3) TRACKS sheet 5 of 16 NOTE: N CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY to (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) I SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 z i THRU 3. z THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER a OF PANELS ON 3 TRACK FRAMES, NOT TO EXCEED TESTED PANEL m SIZE AND MAX. DOOR FRAME WIDTH. 9 v WHERE TESTED STILE CONDITIONS SHOWN HERE ARE PRESENT. MAX. TESTED PANEL WIDTH = 60-1/8" (SEE SHEET 2) 0 MAX. TESTED PANEL HEIGHT = 130-1/8" MAX. TESTED DOOR WIDTH = 355-1/8" G IL�A DOOR FRAME WIDTH DOOR FRAME WIDTH O c rt 11 . 0 !E Uz1 � W s Q - k t` '^ R IN o o I _ EXTERIORT m It OX—XO(SHOWN) 11 11 g J N N DOOR FRAME WIDTH DOOR FRAME WIDTH 11 11 c' 0 Q •w • • _ H DI F n- . W04a 4'P' S 0'94kQP4 CEXTERIOR S` i•• �_ —� • •••• OX—XXX(SHOWN) M ••• q, ••• 11 1140 s�ttidt�et�eAlre! (A ami w By • � z. .t � •••••• DOOR FRAME WIDTH •• , • • • • -- _ 11 11 � • • D f a D Epri I c E v { s• C a nn I �D a0Ile �i { EXTERIOR a = 8 0 N 0 APPROVED CONFIGURATIONS4 NON-POCKETED DOORS <� Engr. AVAD AHNo „ Q CmL N FLA. PE f fi0582. o .S•.• a icyy drawing no. W13-56 sheet 6 6 NOTE: DOOR FRAME DOTH CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY to (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) 1 DOOR FRAME W. vz SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. o t I K G a THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER t w j a i1 s t o OF PANELS ON 3 TRACK FRAMES, NOT TO EXCEED TESTED PANEL 90 o o z 1 i z z SIZE AND MAX. DOOR FRAME WIDTH. 2 V 1 toU) WHERE TESTED STILE CONDITIONS SHOWN HERE ARE PRESENT. L U o iaa rEMXTOR MAX. TESTED PANEL WIDTH = 60-1/8" (SEE SHEET 2) j PX (SHOWN) MAX. TESTED PANEL HEIGHT = 130-1/8" ea XP MAX. TESTED DOOR WIDTH = 355-1/8" d DOOR FRAME WIDTH Q al r DOOR FRAME WIDTH i�--- Q = Ind K I a Izz N I Z G> O� I us N IraCK IY C) g E o a t{ fl__ P!EI o J N N v� _!O t -- PXX (SHOWN) }} � � tn co �wM DOOR FRAME WIDTH � Q • LL- DOOR FRAME WIDTH *Zcn boo � .y w . . . wr • rn • • LU t K F1 K t I �n �. n j .$ ��}m ••••• Izz zzt fZ� z�i L0_j J ...... I I >X I� Y1 IY � I • 5A)�Q �. o I U I pI.I • •.•••• a t a o ! a o E 1-a o— EXTERIOR _a o� o L--.-- .._- � • ••••.• • • • • • PX—XP(SHOWN) DOOR FRAME WIDTH nppmvd As coin PlyEos0ithfm o Florw Bow ttkllo$Cods I z ttr� DOOR FRAME WIDTH s 2 a r cU IZz ZZ; Z{lityZI 1 y_ R YU oL9oEXTERIO �fo EEE1 N•N� 6 auNoi L g PXX—XXP (SHOWN) Engn JAVAfj AMMAD e CmL FLA PE70592 o I CAN. W APPROVED CONFIGURATIONS A h POCK ED DOORS ,', l l THREE (3) TRACKS it drawing no. W13--56 sheet 7 of 1! DOOR FRAME WIDTH 11 v"i DOOR FRAME WIDTH 'n 11 11 M r Z o0 s D — Di d ` F 0D1 z E EttP+" qi W Q 9 Q O Q f Ia 11 11 OXXX--XXXO EXTERIOR l t a APPROVED CONFIGURATIONS Q 4 Q NON-POCKETED DOOR 0 4�Ix FOUR (4) TRACKS .01 NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY — (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) �, to SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 ce °i THRU 3. N P DOOR FRAME WIDTH _ _j O THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER OF PANELS ON 3 TRACK FRAMES, NOT TO EXCEED TESTED PANEL v V) .a . DOOR FRAME WIDTH SIZE AND MAX. DOOR FRAME WIDTH. 0 0¢.• WHERE TESTED STILE CONDITIONS SHOWN HERE ARE PRESENT. p �----- r---- �_. — • Z_cn •••••• 1 1 • DF o MAX. TESTED PANEL WIDTH - 60-1/8" (SEE SHEET 2) ... �. ?' • ....:. w �a MAX TESTED PANEL HEIGHT - 130-1/8" ... .� U z�. . . I z z I o o MAX. TESTED DOOR WIDTH - 355-1/8" •• d •••00: pY �ppnwed is COOPSYI�&mlth !••• i �• ••i••• Imp L I 11 ii { N •• •••••• 10-0 EXTERIOR l�st0 �'��2- ••• ., h W •• PXXX (SHOWN) ---- 1t IPlAl4 ti� Nrn ...•:. tiRk DOOR FRAME WIDTH • • 0 DOOR FRAME WIDTH o IL rl� I 1 l I vVi If K Ft K 4 1 D D I w 14d �'' t„D N s% iD QdI I(L ' n. 1 IZZ 4- a- 4= zZ1 I Z ZZ1 a� I� ' moi IN y1 O o0 1 o IEL 0ow aof 181, it ft ou-I °ca ,_,� I a.0 EXTERIOR &01 PXXX---XXXP (SHOWN) Epgr, JAVAQ MMAO o APPROVED CONFIGURATIONS CML SOCKETED DOORS PE 705x2 " I ` FOUR (4) TRACKS vt W v t1{` ► i"I drawing no. W13-56 DOOR FRAIAE WIDTH 3 � 0 Oi D1 Di F D1 Di Oi D 1 M = E E W ! � -to C Z t i v OXXXX--XXXXO DOOR I'MME WIDTH C �y 11 1i 0 a �Qd Q - 11 11 437 �s N uu ii 11 � z� zzj 11 _ 11 APPROVED CONFIGURATION �S � o NON—POCKETED DOORS FIVE (5) TRACKS --- £xT£RIOR N c cl • AO N DOOR FRAME WIDTH IV) d 49 _z DOOR FRAME MI)TH ; Z Ui��••• ••••� I K i C3 I Appmved as Cea3iA1 ►11 v71t1Y 1! • t� z daHa rn ••••i w I D D D 1 GO$e • -7 �Q o Z • s z i d 6 i`� i•••• w o ¢ 3'IOAtl -" • }•JL me gits •0000 �Z Z Ll 4� ; I Z Z MIIt�1� R� ti • 1 • cli V, 0•i•0 N I ti { 0 1 1 tC f, Esq �, =�. • •3'lA • ,w, 0000• 0 Ic>LL I� 9 • �N�o ' •• 1 g �2oIa0 19 EXTERIOR � 00••i PXXXX (SHOWN) 11 • 0000• DOOR FRAME VADTH 0 • It C r- DOOR FRAME WIDTH - 21 tI avi a x l K 0 @>- 0 0 0 0 K 'I Ilii _ 1 1U YI Ip� " ' F 4-pl Ip V C Z 3 4- 4- 4- 4� �p Z Z a-i O I c I al o o ISN ��-;;v}t 11 11 1 n o Lj 1� j i ( m 0a L o i i ao-j L_ it 11 EXTERIOR ^� PXXXX—XXXXP (SH017N) NOTE: Eng: FA WD MAW � a APPROVED CONFIGURATIONS CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY COAL (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) F CSA 1.3538482 c POCKETED DOORS �. SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 FIVE (5) TRACKS THRU 3. tiLC «, .� m THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER i' I t drawing no. OF PANELS ON 3 TRACK FRAMES, NOT TO EXCEED TESTED PANEL MAX. TESTED PANEL WIDTH = 60-1/8" (SEE SHEET 2} Wl 3-56 SIZE AND MAX. DOOR FRAME WIDTH. MAX. TESTED PANEL HEIGHT = 130-1/8" WHERE TESTED STILE CONDITIONS SHOWN HERE ARE PRESENT. MAX. TESTED DOOR WIDTH = 355-1/8" sheet 9 of 16 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS r Y o (5) PAIRS AT STILE ENDS V PAIRS AT STILE ENDS SEE ELEV. FOR SPACING ( ) PAIRS AT ' ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS S££ ELEV FOR STILEENDS to I (5) PAIRS AT STILE ENDS o i BY WOOD BUCK SEE ELEV. FOR SPACING g a (SEE NOTE BELOW) z !d£TAL Z 4EpG£ DIST:: /\'SE'5/.8•°: EDGE.0 , OU ! kSMCTURES 4 a' a MIA. a 0409— CONCRETE- -CONCRETE- '<4 a W.N. a;., L"'TA EDGE DIST.:.•. I 1.58° EDGE DIST. EDGE EOG T. 11 5 ' I DIST. EDGE D1ST.a4 a O - a 'a%� r. a MIN.I 1 I C 1A ® ti `I• h g g � � v e•i4 ko fn W o � f� r----------------------_--� r---------------- « + +1 4 1I APPPRb� iLIIOONUNTY II {�L 1 1 i t I I i I SEE SEPARATE NO (� .1 all IL---------- I --- ---'I < w 2 I I I ! I I 11 I t I I• `` i t 1 1 l I I I I I 1 1 TYPICAL ANCHORS IN PAIRS • i t I I 1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW (5) PAIRS AT STILE ENDS* a�•Y 0000.. I + t I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE EL£V. FOR SPACING •• 4 M •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. •• R 0 Q$7 • I I t l i I .. _ 0000•• a yZcn 0 O O I t I I 1 ! • 04 • >�_•� �••••� _ �, ' C m; LEV. FOR SPACING • I-- C9 y• ••••• ..,, •• OleU Z • • H t n (FU=177 KSI, Fy--155 KSI) Q CS (L 40•N. ••••• gX I I I I I •• 0000•• o W " I 1 t I, t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 00 1.9 > •� •• i-1/2" MIN. PENETRATION INTO WOOD : to V 000000 r t l I I • THRU 1BY BUCKS INTO CONC. OR MASONRY �•• + o I-" :0000: 1-3/$" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I r I i II I DIRECTLY INTO CONC. OR MASONRY ^ �ldling as c'bawithiN 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4 MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I I I r I S11�aI 4IPNOE # 11 mill OINTEGRAL RISER SECURED TO EACH JAMB (GRADE 5 CRS)vnrH (z) #s x 1/2" FH sMs 1O STEEL 1/80 THK. MIN. (Fy = 36 KSI MIN.) °' 5 SIUCONE SEALANT ALUMINUM : 1/8" THK. MIN. (6063•--T5 MIN.) « � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C m ai 4 d (GRADE 2 CRS) vi a INTO MIAMI•-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") e tog (NO SHIM SPACE) :::: ,• ... a, Engn JAYM,AHIMD , o C NC ETC t•, ' i ` a POURED & HARDENED INTO CONCRETE AND MASONRY 3 1" MIN. (EXCEPT AS NOTED) FLA. PES S 78892 M 2 .a HIGH STRENGTH GROUT " � f'c = 5000 PSI MIN. CAM. 8 �Fi INTO WOOD STRUCTURE = 1 MIN. EDGE oisT MIN: : NOT BY SIW INTO METAL STRUCTURE = 3/4" MIN. r} MUST TRANSFER SHEAR SHIMS LOADS TO STRUCTURE CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. OPTt drawing no. TYPICAL ANCHORS IN PAIRS C--90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. (5) PAIRS AT STILE ENDS W 13-.r)6 SEE ELEV. FOR SPACING sheet'10 Of 16 TYPICAL ANCHORS IN PAIRS WF Y m 0 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS t-n (5) PAIRS AT STILE ENDS v �w 5 PAIRS AT STILE-ENDS EE ELEV. FOR SPACING m 0 rn ( ) (5} PAIRS AT STILE ENDS p SEE ELEV FOR SPACING METAL SEE ELEV. FOR SPACING UGE $ p Z STRUCTURES Z 'EDGE pt 3 1/¢. DfST,. '. 0 o -aA ,•• e•MIN. o eA a CN0028 I jr------------------___=====i� } CONCRETE •. II MIAMI-OADE COUNTY II N a EDGE 3 1 EDGE CDG£ DIST. 3 /4 EDGE M APPWD MULLION j I IL fn MIN. T. MIN. DIST. 111 SEE SEPARATE IOA i i V F1 iM LiF10 on0 18Y WOOD BUCK PICAL ANCHORS IN PAIRS ii 3 0 (5) PAIRS AT STILE ENDS z .: TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING % i (5) PAIRS AT STILE ENDS f� w g SEE ELEV. FOR SPACING -�� N EDqDIST3 1/4" { EDGE J 04 v N b DIST. I. iAo.CONER ° a•. .a o .U.I N N �} •Y 0000• tii • • (n I 0 ••••0 TYPICAL ANCHORS TYPICAL ANCHORS V)� N • IN PAIRS IN PAIRS w •,� ••••• • SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING n. roved as cuu. I .-• .. n • w rn • 3/8" MAX. SDI B ,pZg M• ~p L5 • ••i•• 1/2" MAX. SHIMS U i ••••• 1/2" MAX. lGtwlr� s SHIMS �s tn • '�• SHIMS ' • g •• • a• • c� pLd� t�s °s' ea-�, 4• +�F �3 0�.� tater • 0000: W L7 •a '. W O• (s, W O man � �O) t— ••••• YY�, • pa • d p � TYPICAL ANCHORS \ z \ z. •• \ z IN PAIRS res • .. r� r> SEE ELEV. FOR SPACING • 4 C Q d Vl • }n ]- 9 ZS Vj W :o WLd •. v W ° Ll liJ p W O O N v` a C EXT. _ EXT. EXT. 4 TRACK FRAMES c 4 ANCHOR LOCATIONS 2B a 3 • ; M ._ :. ' T A F�gr dAYAD AHMAO r a_ • ' .A I i f •�iGNCRETG c FLA ' " . PE # 70592 r\i EDGE DIST. x 2 3`8. 'A 4CAN* . e FAINP• , v �, c a SHIMS OPTIONAL TYPICAL ANCHORS IN PAIRS tdrawing no. f�t�� (5) PAIRS AT STILE ENDS Wl3-56 SEE ELEV. FOR SPACING sheet of�� TYPICAL ANCHORS IN PAIRS W'R N {5} PAIRS AT STILE ENDS D w m SEE ELEV. FOR SPACING m E m TYPICAL ANCHORS IN PAIRS o a p� (5) PAIRS AT STILE ENDS METAL TYPICAL ANCHORS IN PAIRS N z SEE ELEV. FOR SPACING STRUCTURES {5) PAIRS AT STILE ENDS Z 'EOGt QI T. a 3 1/4" .. E 8 .DIST. a o N SEE ELEV. FOR SPACING Q Q � a Ct�NCRETE '< »• •• EDGE DIST, 3 1/4 EDGE DIST. EDGE GIST. 3 1/4" g d EDGE DIST. K C o 1 I MIN. � � AflN. 1C V d 1BY WOOD BUCK .0 r----------- --------------------i W tr--- -.------------------ -- TYPICAL ANCHORS IN PAIRS 11' MIAMI-RADE COUNTY z% {5} PAIRS AT STILE ENDS II APPR'D MULLION EE ELEV. FOR SPACING ;I SEE SEPARATEI NOA ' 1 tL-------- ----------- -------1I n EDCC QI . V/.: 1/4" . =EQG .OIST, N °4 ° MIN. < °4 •. 01 CBNCRETE =e a- Qo U n o Nmo N C> 4r .� g ICAL ANCHORS IN PAIRS i •• ••••0• iv N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV FOR SPACINGRS AT STILE S • •t7 Q:%w . �' •006.9 W IN PAIRS IN PAIRS IN PAIRS • Z _._i 6 • S£E ELEV. O SEE ELEV. SEE El EV. 0 •_� uI L` c`r 6 6 000: kSPACING OR SPACING OR SPACING •� til ' • 1/2" MAX. 1/2- MAX, 3/8" MAX. �• U C 7►0��T6 6.0 6.6 SHIMS SHIMS SHIMS : Q q t•y ••••• .. •6969• 6 m • N v • F F W 4lal O a - see • • D ° by z •° � z •` � 8 M ar• M a•. N} 41 B D V d 10 N jr v D D D O a WG Np O Q W w 5 TRACK FRAMES ° .° ANCHOR LOCATIONS 2C ° •° ° EXT. ° EXT. .............. ...... ..... ...... . M .... .. ..... .. a t:ttgr: JAVAp AHM4D ,� 1 _a D .a. :4 a •aCONCRtTE FIA PE # 70582 0 ED E DIST. 24 3/8.1 ' °.i a'4< C.A.N. }353 MIN.Fi SHIMS OPTIONALTYPICALANCHORS IN PAIRS drawing no. (5) PAIRS AT STILE ENDS W 13-56 SEE ELEV. FOR SPACING sheet 11,1 of 18 #8 X 3/4" FH TEKS TYPICAL ANCHORS AT 4" FROM ENDS IN PAIRS " O.C. SEE ELEV. FOR SPACING PANEL WIDTH AND 12 'I 1/2- MAX. 1/2- MAX. D.L.O. SHIMS Q SHIMS 1 i/fie. 7 g INTYPICAL ANCHORS O SEE ELEV. FOR SPACING � a Aa •. 18 0 IL a o i5 v w�� 0 0i lit : =y Ll S LL Z 0 0: z 0 0 1i o u0 a 8 v N EXTERIOR 0.� PANEL WIDTH N n K1• DOOR FRAME WIDTH ••• • }� 'M : ••••�• •••••• TYPICAL ANCHORS •�• Z IN PAIRS #802E V,t .••••` " EE ELEV. FOR SPACING AT X 3/4" FH TEKS B og e •• 3 ; ••••• AT 4 FROM ENDS ll'$'�8� 4. ��'� • • AND 12" O.C. . t�•• i U • • 1/2- MAX PANEL WIDTH Mia�j - ~�• • Y a o[!• ••••• SHIMS •• va ••••�• �✓ \J -/ LOCKS WITH o F • • INTERNAL MECHANISM 0• •••••• 7 SEE SHEET 4 0 • • • z '• •. m fie . •a x OR CONIP MASONRY" 8 8A i 1 9 I?OI_T LOCKS MECHANISM m c a SEE .HEEr 4 f EXTERIOR D.L.O. i Ert r: JAYAO AHMAD v 18Y 9 M WOOD SUCKS PANEL YiIQTH CML N t _ SEE NOTE SHEET i >` CAN.•35 0592 CAM r DOOR FRAME WIDTH n s drawing no. W13-56 sheet 12 of 1 6 4 V � TYPICAL ANCHORS IN PAIRS #8 X 3/4" FH TEKS M SEE ELEV. FOR SPACING AT 4" FROM ENDS AND 12" O.C. Q PANEL Y![DTH � Zd _ t E D.L.O. D D 1 D 1 0 " O d y� U s 7 11 8 G t} � 14, it o Cl u, J .-. 3 PANEL WIDTH 10 EXTERIOR D.L.O. `�'�, METAL STRUCTURE PANEL WIDTH • _ top I Q Q M W ••••. 3/8" MAX. t,We$ M3�•i Wltfi*W • Z 0)u- c-! DOOR FRAME WIDTH � Rx �i W vi i•••• SHIM H©A -�, 3 • _ U 2 chi ••••• MISS$ 11 f � � � � �• 6A 1-10? c m� D.L.O. > ° PANEL WIDTH PANEL WIDTH L c •LLr Engr. JAVAD AHWo e a FLA. PE # 7059.2 a M C.A.N. 3538 vJ v drawing no W13-56 sheet 13 of to TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS i, _•`.Iq N;o `'PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING �Z z 1/2" MAX. SHIMS 3/8Q FH TEKS 1/2- MAX a SHIMS #8 X 3/4 O AT 4" FROM ENDS SHIMS (ZO�jj QG �U METAL AND 12" O.C. STRUCTURE Igo tj 6A Z a CONC. OR: %MASONRYi a EXT. EXT. 18 EXT. `:-•'' ,' . m DOOR FRAME WIDTH } r U N cn 18Y � WOOD BUCKS " s SEE NOTE SHEET i z 0 HOOK STRIP ANCHORSitlatt ""g V) AT 4" FROM ENDS 27, T•.a HOOK STRIP ANCHORS AND 16" O.C. • JL V •,� •••••AT 12" FROM ENDS 4O NAND 16" O.C. 1 4" MAX. {[ • •/ • t0000••• In c" •f• 0000• •HOOK STRIP ANCHORS: •• ..... " •• . \ +n 1 1/2" MIN. Z K j 1/4" (SIA, ULTRACON BY 'ELCO' (R=177 KSI, Fy=155 KSI) i EDGE DIST. g w o / • • • • INTO WOOD STRUCTURES ...•; 2" MIN. PENETRATION INTO WOOD • :..... • • • DIRECTLY INTO CONC. OR MASONRY a • • rl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY --_ — - - 1/4" DIA. SELF DRILLING SCREWS (c�AD£ 5 cRs) m � EXT. INTO METAL STRUCTURES, 1/8" MIN. THK. (MINIMUM 3 THREADS TO EXTEND BEYOND METAL THICKNESS) O y •L � 4 U � O CL M Engr JAVAD AHMAD CML FLA. PE '# 70392 / POCKETED JAMB OPTION C.A.N. 3538 POCKET CAVITY NOT BY SIW tdArawing no. NOT PART OF THIS NOA 1rT l 3-56 TO BE REVIEYdED BY AHJ sheet 14 of 1:6:)l . -4.775 6.400 8.025 .953 125 .125 125 J{� I ! I1 � 1.875 1.577 1.875 1.577 1.875 1.577 O lI� II 068 250 -�I!•�-.075 250 II=--.075 .250 .075 1.471 .124 (� p o Nf* v to 3 TRACK FRAME HEAD 18 4 TRACK FRAME HEAD tC 5 TRACK FRAME HEAD 075 ,t 4.937 6.583 8.188 U A HARDNESS = 73 SHORE A .125 �� 125 .125 .570 TENSILE STRENGTH (100% STRAIN)= 406 PSI 0 Q Q TENSILE STRENGTH (BREAK)- 1058 PSI - 1.0001.000 1.000 ELONGATION AT BREAK = 460% 5 S�OQ� 5LOSPECIFIC GRAVITY = 0.98 4 T � 3 5.439- 7.064 8.689 GLAZING GASKET .� t3 SANTOPR£NE Q w g 3 TRACK FRAME SILL 2a 4 TRACK FRAME SILL zc 5 TRACK FRAME SILL 13 EXTRuaEo BY 'CENTRAL PLASTICS' SCALE 1:1 �{ 1.250 - 3.187 3.187 �-1, C 1.2501 1 .812 .125 .082 0 A 1.250 082 � A J O N 1.220 949 ` ip .949 �� .� F --ff.551 2.375 "$ z L�j M 1.375 1.375 �IY 1.812 � p U75.375 1.141 J _ ------� -� � }�� 250-J 6.625 8.250 .250-1 X12 Q JAMB/LOCK STILE 0 5.000 - 0 STD. INTERLOCK STILE + Uzt .�. ...... .250 3.371 •Y 0�o U 40 .• 3.187 10 • • g ..••:• 080 2-3/4" SILL ADAPTER 2.000 L080Li cm ••••• .949 .082 • • • • b80 3.128 � nPPMV*d rss aostpb tgwwAm • • •••••• 348 1 Bowl Ntt1dl 2.798• • 082 Aute_„- € •"7 !e $- • • • _ • • r4a0 ~c '� • .949 • l i • i •••••• 3A 313 3C .045 1.455 1lt�if{ tlelpQlNef _ • • • 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB .125 _� Y-� g w • . 1.812 L3.172 5 �IL N ,949 ® H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER sA t 230 � a H.O.HLOCK STILE 1.375 1.812.125 2 jy N f.565-�j � p .100 I ` 0 a 3.165 '100 4,222 .082 t�U1.� .076 3.070 .250 r) :- 1.375 2.528 2.028 2.748 3.078 Engr. JAVAO AHMAD .r a 082 1.765 949 CIVIL FLA. PE # 70592 o M .949mx�I L= �u Q.A.N. 35 F7 a l .789 1.230 2.437 1.0361 - j 3.812 3.458- PANEL Browing no. W13-5fi 0 PANEL TOP RAIL Q PANEL BOTTOM RAIL FEMALE ASTRAGAL 11 REINFORCEMENT 23 HOOK STRIP street 15 of 1:6:). SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. z j P z < t � o 0 , n / cf fi g NOTCHES FOR Q 4 HEADER LEGS t ' FRAME TOP CORNER TOP FRAME SILL BOTTOM LEGS N I. V-� TRIMMED TO RECIEVE TROUGH Cl('onJ o UJ 5-1/4" X 2-1/2" X 3/8" O ^ 1/4" DIA. WEEPHOLES ALUM BRAEK METAL TROUGH PANEL TOT' CORNER SEALED TO FRAME SILL WITH u+oi SIKAFLEX URETHANE SEALANTM ' ENTIRE PERIMETER 31 i/4"WEEP SLOT TO PREVENT WATER LEAKAGE 0 Q M IN FRONT LEG Z cfn J OZ `/" • a.U•otw •• 2" 2-i 6 X 1/2 3r. ioe•.i 24 " FH SMS / • {J?c 4z •.•.•• • !. . • t :1 : .••••• • / •• • :Goes: c8 NOTCHES FOR o • • SILL LEGS ` / .045 C m o Misq Z SILL CORNER CLOSURE a Lr ALUM BRAEK METAL 9 M ; FRAME SILL BOTTOM VIEW f o N TROUGH READ. AT CENTER OF EACH PANEL SILL ROTATED 90' TO SHOW WEEP DETAILS c £ngr: JAVAD AH6AI1 ml I o C1RL w M PE 1 70592 o M C.A.N. 3538 S. b a PANEL BOTTOM CORNER o FRAME BOTTOM0� RNER 31t, '' f,6 drawing no. W13-56 sheet 16 of 16 REINFORCING AS REQD. WINDOW WALL SYSTEM WITH WINDOW INSERT 0 N SEE SHEETS 3 & 4 SEE SEPARATE NOA FOR WINDOW CAPACITY w m a FOR CAPACITY LOWER RATING OF WINDOW OR m i z A F WINDOW WALL SYSTEM WILL CONTROL. A I a b 5 ,•-- -� co U � .\III [ 8 5 z i �p Vw. D: I' ff d I I it � f� %/ if IIs" I I $ // I� D V 0 si 6 D E // �I=_—____= - S CY&u1 ray i�--___—____=---- a IL 4 Q If I GTS LLzN� � o N o o "� yi G i z 0 'I 8 if 0 Imo; z ei 3 � a // iL_�- GLASS ]AAD CAPACITY - PSF SILICONE 0 D.L O. WIDTH D.L.O. WIDTH DOW CORNING 995 GLASS TYPE GLASS TYPES � NOMINAL DIMS. 'G1L' 'G21' & 'G2LI' I a' D.L.O. WIDTH D.L.O. HEIGHT EXT.(4) INT.(-) EXT.(+) INT.(--) 1/4' HEAT STREN'D GLASS � 3 26-1/2' 65.0 75.0 80.0 130.0 .090" Interlayer Q DuPont Butocite PV8 F 32-1/2° 65.0 75.0 80.0 130.0 = % By 'E.1. DuPont De Nemours & Co., Inc.' tv .38-1/2" Q 65.0 75.0 80.0 130.0 IL Cj 44-1/2 650 50 80.0 130.0 1/4 HEAT STREND GLASS d s `s of 6►r0 80.0 13fl.0 w ;, �� 56-1/2' 65.0 75.0 80.0 130.0 a h 26-1/2' 65.0 75.0 80.0 130.0 � � � rn III v 32-1/2- 65.0 75.0 80.0 130.0 38-1/2' 65.0 75.0 1 80.0 130.0 z % j li 7 L 4 84-3/4' 44--1/2A 65.0 75.0 80.0 130.0 ,� .- 111 a0 C 50-1/2" 65.0 75.0 80.0 130.0 56-1/2' .65.0 75.0 80.0 100.0 26-1/2° 65.0 75.0 80.0 130.0 + 4 F 32-1/2" 65.0 75.0 80.0 130.0 9 38-1/2" 65.0 75.0 80.0 130.0 90-3/4' 44-1/0 65.0 75.0 80.0 130.0 50" 65.0 75.0 80.0 130.0 ... J 'n 50-1/2" 65.0 75.0 80.0 100.0 SILICONE a°S 56-1/2" 65.0 75.0 80.0 100.0 DOW CORNING 995 � 26-1/2' 65.0 75.0 80.0 130.0 1/4' HEAT STREN'D GLASS ILI A 32-1/2' 65.0 75.0 80.0 130.0 SILICONE DOW CORNING 995 090" Interlayer 38-1/2 65.0 75.0 80.0 130.0 DuPont SentryGlasLZ W 96-3/4' 1/4' HEAT STREN'D GLASS ' ' _ 44-1/2- 65.0 75.0 80.0 130.0 13yE.I. DuPont De Nemours & Co., Inc. �h r � 47" 65.0 75.0 80.0 130.0 090' Interlayer 1/4" HEAT STREN'D GLASS to� ?' 50-1/2" DuPont Sent las e� O o V) . . . . n By E.I. DuPont De Nemours & Co.. Inc.' 3/8" AIR SPACE • •• •••• • 26-1/2" 65.0 75.0 80.0 130.0 0 32-1/2' 65.0 75.0 80.0 130.0z iin• i• • 1/4' HEAT STREN'D GLASS 1/4" TEMP. GLASS • •• • 44" � •••• • 38-1 j2` 65A 75.0 80.0 130.0 � � � �-w •., :••• 102-3/4" • 65.0 75.0 80.0 130.0 m 0)Moo •• • 44-1/2' 65.0 75.0 80.0 100.0 • •••• ! • ••i• • 49' 65.0 75.0 80.4 100.0 (n� • 65.0 75.0 126-1/2° I m • •• •••• . . •32-1/2` 65.0 75.0 80.0 130.0 Q \ 10 I I ` 10 ! I I� • 4} I j it I • • ••••• • 38-1/2` 108-3/4" 65.0 75.0 80.0 130.0 j �' ,j j ; • • 41* 65.0 75.0 80.0 130.02 10 c 8 • •.•• i 44-1/2" 65.0 75.0 80.0 100.0 a c 0 47' 65.0 75.0 80.0 100.0 1 SPACER v 9 g OQ45° THK. y o 26-1/2" 65.0 75.0 80.0 130.0 w .0 5' TH z oc EL 32-1/2" 65.0 75.0 80.0 130.0 GLASS TYPE G2L GLASS TYPE G2LI 38-1/2' 114-3/4" 65.0 75.0 80.0 130.0 p v 39" 65.0 75.0 80.0 130.0 to _GLAZING OPTIONS N r 44-1/2" 65.0 75.0 80.0 100.0 � ^o 26-i/2" 65.0 75.0 80.0 130.0 � = 1-1-1 32-1/2" 120-3/4" 65.0 75.0 80.0 130.0 37" 65.0 75.0 80.0 130.0 w Erigr. JAYAO AHMAD ro o 38-1/2` 65.0 75.0 80.0 100.0 PRODUCT REVISED n FIA PE' 0592 n9 complying withtheF10SId8 42` 65.0 75.0 80.0 100.0 m CAN. 36 Ac Building Code No IQ'Qg10'�'j ; 26-1/2" 65.0 75.0 80.0 130.0 p Ellwiration Gate 32-1/2° 126-3/4' 65.0 75.0 80.0 130.0 g 35' 65.0 75.0 80.0 130.0 d Z4 n 20 �BY drawing NOTE: J Dildo Pr 9 no. 3a-1/2- 65.0 75.0 80.0 100.0 GLASS CAPACITIES ON THIS SHEET ARE W09-42 40` 65.0 75.0 so.Q 100.0 _ BASED ON ASTM E1300-09 (3 SEC. GUSTS), sheet 2 of g JAMB & MULLION TOAD CAPACITY - PSF O JAMBS A MULUONS WITHOUT INTERWIMIXIE HOF49DWALS N JAMB 'Jl' JAMB 'J2' JAMB 'J2' NOMINAL DIMS. MULL 'MI' MULL '112' MULL 'M3' 3 WWH (VO FRAME HEIGHT EXT.(+)INT.(-) DCT.(+) INT.(-) DCL(+) INT.(-) 30' 80.0 100.0 80.0 100.0 80.0 130.0 = _ Z N .�. � Uig Q a c�Dv �i 36 $0.0 100.0 80.0 100.0 80.0 130.0 � W � d 42° �; 80.0 100.0 j 80.0 100.0 80.0 130.0 Q 80 100.0 80.0 100.0 80.0 130.0 Q REINFORCING REQD. AT $0, t 80.0 1�.0 80.0 130.0 a i UNSECURED JAMBS ONLY 4 80' 80.0 100. �.0 1000 80.0 43OA W1 I° W4 I" W2 6T�W3 �I SEE CHART FOR CAPACITY Q j h 30' 80.0 100.0 80.0 100.0 80.0 130.0 v 38 80.0 100.0 80.0 100.0 80.0 130.0 a ° wiaTH (w) w1 � 42' 9o' $0.0 100.0 80.0 100.0 SOD 130.0 AT FRAME JAMB Q a, a 4 48• 8010 100.0 80.0 100.0 80.0 130.0 W2 + W3 O 4 rr C 54" 80.0 100.0 80.0 100.0 $0.0 130.0 WIDTH ( } O 60` 80.0 94.8 80.0 100.0 80.0 130.0 AT FRAME MULUON 2 N ii 30' $0.0 100.0 80.0 100.0 8010 430.0 r1 z 38° 80.0 100.0 $0.0 100.0 80.0 130.0 a 42' 96' 80.0 100.0 80.0 100.0 80.0 130.0 48' 80.0 95.9 80.0 1100.0 80.0 130.0 Y 54' 80.0 87.3 80.0 100.0 80.0 130.0 ;, V a 80• 80.0 80.9 80.0 100.0 80.0 130.0 '1 MSEC EIT,IAtdB`Ji- UNSECURED JAMB 'J2' v 8 30' 80.0 100.0 80.0 100.0 80.0 130.0 Ix IN-4 SX IN"3 Ix IN"4 Sx IN"3 I 36• 80.0 100.0 80.0 100.0 80.0 130.0 4.731 2.5580 10.5919 4.1062 W 42" 80.0 90.3 80.0 100.0 80.0 130.0 4$' 102' 80.0 80.8 80.0 100.0 80.0 130.0 IW„ 54' 73.6 73.8 80.0 100.0 80.0 130.0 3t N tc 56" 71.7 71.7 80.0 100.0 $0.0 130.0 0 N W 00 6a' - -- -- - so.o 129.0 z 0 30' 80.0 100.0 80.0 100.0 80.0 130.0 36' 80.0 86.8 80.0 100.0 80.0 130.0 42` 75.5 75 5 80.0 100.0 80.0 130.0 Z ?� • 48` 108' 67.4 67.4 80.0 100.0 80.0 130.0 • •••••• • 53 62.1 821 80.0 99.2 80.0 130.0 • f,1 0 •Y •••.• W rn • ..... 54 - - - - 80.0 123.4 •• fJ • • TV 80 0 113.4 •• • 30' 80.0 86.9 80.0 100.0 80.0 100.0 •• • • 36' 73.3 73.3 80.0 100.0 80.0 100.0 42" 53.8 83.8 80.0 100.0 80.0 100.0 • • • • • 48' Ile 56.8 56.8 808 95.0 80.0 1 100.0 •• • ""� 50" 549 54.9 1 80.0 91.6 80.0 100.0 $ • i 80.0 80.0 o W , W SOD 80.0 m 30• 74.3 74.3 80.0 100.0 80.0 100.0 v 36' 62.6 826 80.0 100.0 80.0 100.0 4.54 4.54 42!2 80.0 912 80.0 100.0 120° ,` 48' 48.3 48.3 80.0 81.1 80.0 100.0 54■ _ - _ _ 80.0 80.0 IdU33dl3N 'M 3. MULLION 'M2' MULLON 'M3' D N 60' - - - -- 80.0 80.0 IH IN"4 SX IN"3 Ix IN"4 Sx Bd"3 11 W4 I SX IN-3 y c 6.7306 2.6093 10.8376 4.2014 ALUMINUM 10.6376 4.2014 > 30 " - - - - 8D.0 �.o STEEL 2.000 1.0000 cam v 36 126 - - - - 80.0. 80.0 TOTAL 16.6378 tr AURA+It SIL x 29 42 -- - - - $0.0 80.0 . 80.0 80.0 �i 38° 132° - - - - 80.0 80.0 En9r. JAVAD AHMAD n 42" - - - - 80,0 80,0 CML PRODUCT REVISED T ,N FLA. PE 70592 as complying with the PtOrlda C.A.N. 538 Building Code " AcceplanceM ratienData r �� BMmW Product Co drawing no. W09-42 , sheet 3 of g JAMB & MULUON LOAD CAPACITY - PSF � JAMBS &MULLIONS WR WEKWATE HORRVNMS INTERMEDIATE INTERMEDIATE JAMB 11' JAMB 'J2' JAMB 'J2' HORIZONTALS HORIZONTALS I NOMINAL MMS. MULL 'MI' MULL. 'M2' MULL M3' 0 VADTH (W) FRAME WOW EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) W.(-) Z 1�., 3 30" 80.0 100.0 80.0 100.0 80.0 130.0 o 36" 60.0 100.0 80.0 100.0 80.0 130.0 0 f 4Y Be 80.0 100.0 80.0 100.0 60.0 130.0 x x 48" 80.0 100.0 80.0 100.0 60.0 130.0 411111w yi �h w 54' 80.0 100.0 80.0 100.0 80.0 130.0 REINFORCING READ. AT IL 0 60" 80.0 93.8 80.0 100.0 80.0 130.0 UNSECURED JAMBS ONLY 1 a SEE CHART FOR CAPACITY 0 t 't 30' 80.0 100.0 SMO 1004 80.0 f 30.0 v 36' 80.0 100.0 80.0 100.0 80.0 130.0W1 I W1 e�o W2 0�o W3 4Y 90" 80.0 100.0 80.0 100.0 80.0 130.0 0 IL a 48" 80.0 100.0 80.0 100.0 80.0 130.0 0 54: 80.0 89.9 80.0 100.0 80.0 130.0 ATWIDTHFRAMJAMB W1 Q 60 60.0 80.9 80.0 100.0 80.0 130.0 z IL 30° 80.0 100.0 80.0 100.0 80.0 130.0 WIDTH (W) = w2 + w3 36" 80.0 100.01 80.0 100.01 80.0 130.0 AT FRAME MULLION 2 Q W '£ v 9 42" 96„ 80.0 100.0 80.0 100.0 1 80.0 130.0 48" 80.0 WA 80.0 100.0 80.0 130.0 .. Be 78.3 78.3 80.0 100.0 804 130.0 V N 8(F' 70.5 70.5 80.0 100.0 80.0 129.1 UNSECURED JAMB 'J1' UNSECURED JAMB 'J2' 8 30" 80.0 100.0 80.0 100.0 804 130.0 IIX IN"4 Sx IN"3 Ix IN-4 Sx V 3 36" 80.0 98.6 80.0 100.0 80.0 130.0 1 4.731 12.5580 10.5919 4.1062 V} 420 80.0 84.5 80.0 100.0 80.0 130.0 � T1 48r 102` 73.9 73.9 80.0 100.0 80.0 130.0 1}-u 54° 85.7 65.7 804 100.0 80.0 130.0 W 58° 63.4 63.4 SOA 99.4 80.0 127.1 poe� • N 609••9 ' 80" - - - -- 80.0 114.3 • �[C� •3d' 80.0 99.8 80.0 100.0 80.0 130.0 • � •36` 500 83.0 804 100.0 804 130.042" 71.2 71.2 804 100.0 80.0 130.0 "48" 108" 62.3 82.3 80.0 100.0 80.0 130.053' 58.4 58.4 80.0 93.6 80.0 127.5 Tn54" - - - - 80.0 1133 •• p1g� •9.69• 80" - - - - 80.0 102.0 r-r • 30" 80.0 84.7 80.0 100.0 80.0 100.0 • 6• • •96.9• 36° 70.8 70.8 80.0 100.0 80.0 100.0 • • • •9.9.9 , 42' 60.5 60.5 804 100.0 80.0 100.0 • � • • • 48' 114" 52.9 52.9 80.0 88.8 80.0 100.0 L • 50' $0.8 50.8 80.0 65.3 80.0 100.0 ---- Be -- - -- -- 80.0 80.0 $Q W 6 8 60' - - - -- 60.0 80.0 o g 30" 72.6 72.6 80.0 100.0 80.0 100.0 36" 80.5 60.5 80.0 100.0 80.0 100.0 42" 120' 51.9 51.9 80.0 87.0 804 100.0 48° 45.4 45.4 762 78.2 804 94.0 MULLION 1M1' MULUON 'M2' MULLION 'M3' I,: 54" - - - - 80.0 80.0 60` 80.0 80 0 Ix 8d-4 Sx BJ"3 Ix IN-4 Sx lN"3 Ix IN"4 Sx IN"3 804 ed.0 6.7306 2.6093 10.8376 42014 ALUMINUM 10.8376 4.2014 36' - - - - 804 80.0 STEEL 2.000 1.0000 TOTAL 42' 128" - - - - 80.0 80.0 tr AWN+k SIL X 2.9 16,6376 48" - - - - 80.0 80.0 54" - - - - 80.0 80.0 CML N r. AO AHMAD PRODUCT REVISED .7 o 80" - - - - 74.9 74.9 FLA. PE 0592 as complying with the Plod& � x 30" - - - - 80.0 80.0 CAN. AcceptanceBuildpo ngCode �� t�• y36" - 80.0 60.0 lac 1RttiOn D81@ 717 v $ 42' 132" - - - 80.0 80.0 48' - - - - 80.0 80.0 M e roduC1-CA tro drawing no. Be - - - - 75.9 75.9 -42 68.3 i.YOf W�9'--'42 68.3 68.3 sheet 4 of g ANCHOR LOAD CAPACITY - PSF INTERMEDIATE [ y HORIZONTALS EXT.(+) & IMI.(--) VIXED PTIONAL N NOMINAL DIMS. ANCHORS TYPL 'A' ANCHORS TYPE 'B' & 'C' LITES WIDTH (W) FRAME HEIGHT A2 A3 A4 B2/C2 B3/C3 B4/C4 Z 30" 123.0 130.0 130.0 130.0 130.0 130.0 36 102.5 130.0 130.0 130.0 130.0 130.0 p 42' 84, 87.8 130.0 13MO 1t2.3 130.0 130.0 z a 48' 76.9 115.3 130.0 98.3 130.0 130.0 0. w i i// u 0 54" 68.3 102.5 130.0 87.4 130.0 130.0 d 60" 61.5 92.2 12&0 78.6 117.9 130.0 1a u 30' 114.8 130.0 130.0 13D.0 130.0 130.0 0t3 IS 36" 95.6 130.0 130.0 122.3 130.0 130.0 W1 l W1 @� W2 a� W3 1 Q 18 42" 90" 82.0 123.0 130.0 104.8 130.0 130,0 O 4< g 48' 71.7 107.6 130.0 91.7 130.0 130.0 WIDTH (W) = W7 0 a 54" 63.8 95.6 127.5 81.5 122.3 130.0 AT FRAME JAMB 0 60' 57.4 86.1 114.8 73.4 110.1 130.0 WIDTH {W} = W2 + W3 x v3 ' 34` 1 .6 13D.0 130.0 130.0 130.0 130. 2 AT FRAME MULLION QZ 36" 89.7 130.0 130.0 114.7 130.0 130.0 42' 96" 76.9 115.3 130.0 98.3 130.0 130.0 48" 67.3 100.9 130.0 88.0 129.0 130.0 54' 59.8 89.7 119.6 76.4 114.7 130.0 J 60" 53.8 80.7 107.6 68.8 103.2 130.0 30" 101.3 130,0 130.0 129.5 130.0 130.0 U1 36" 84.4 126.6 130.0 107.9 130.0 130.0 42" 102" 72.3 10&5 130.0 92.5 130.0 130.0 y 48" 63.3 94.9 126.6 80.9 121.4 130.0uj • i 54" 56.3 84.4 112.5 71.9 107.9 130.0 • 1�-pp.•• I• •••••• 60' 50.6 76.0 101.3 64.8 97.1 129.5 • z tor, ' 30" 95.6 130.0 130.0 122.3 130.0 130.0 • 36" 79.7 119.6 130.0 101.9 130.0 130.0 • ' 0 O>hIS • ••••i• 42" 108 68.3 142.5 130.0 87.4 130.0 130.0 • ' Z ' '••••' • 48" 59.8 89.7 119,6 76.4 114.7 130.0 • Z IJ:i ••i••• 54" 53.1 79.7 106.3 88.0 101.9 130.0 d 60" 47.8 71.7 95.6 61.2 91.7 122.34" W g k-y •• 30" 90.6 130,0 130.0 115.9 130.0 130.0 4" 36' 75.5 113.3 130.0 96.6 130.0 130.0 4" • • • • 42" 114" 64.7 97.1 129.4 82.8 124.2 130.0 48" 56.6 84.9 113.3 72.4 108.6 130.0 54" 50.3 75.5 100.7 64.4 96.6 128.7 60' 45.3 68.4 80.6 57,9 $6.9 115.9 30" 86.1 129.1 130.0 110.1 130.0 130.0 3" 6" 6" 6' 36' 71.7 107.6 130.0 91.7 130.0 130.0 3 33" 3 42' 120" 81.5 92.2 123 0 78.6 117.9 130.0 3" 3' " 3" 3 w°z 48` 53.8 80.7 107.6 68,8 103.2 130.0 3` 3" 3" .3' NOTE: 54" 47.8 71,7 95.6 61.2 91.7 122.3 USE SEAR CLIP UW-403 AT ANCHOR LOCATIONS OF SUFFICIENT LENGTH N �, 60" 43.0 64.6 86.1 55.0 82.6 110.1 A2,B2. ,2 A3. B3. C3 4 TO COVER ALL ANCHOR SPACINGS c a� Q r N 30' 82.0 123.0 1=0 104.8 130.0 130.0 y H S 36" 68.3 102.5 130.0 87.4 130.0 130.0 c a m v 42p 126" 58.6 87.8 117.1 74.9 112.3 130.0 ANCHORS TYPES:SEE SHEET 6 FOR DESCRIPTION R 48 51.2 76.9 102.5 65.5 98.3 130.0 A2 - (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 54' 45.5 68.3 91.1 58.2 87.4 116.5 Engr: JAVAD i MMAD PRODUCT REVISED 9 =Fff" B2 2 ANCHORS TYPE B AT EACH SIDE OF JAMB AND MULLION 60" 41.0 61.5 82.0 52.4 78.6 104.8 C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION RA, p�'jOgS2 ns complying wilh the Florida , 30' 78.3 117.4 130.0 100.1 130.0 130.0 C.AN,3536 Building Code 36 65.2 97.8 130.0 83.4 125.1 130.0 B3 (3) ANCHORS TYPE A AT EACH SIDE OF JAMB AND MULLION Acceptance No �¢ i��•�rf1� " 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ►atloal?ata l�tr t� 42" 132" 55.9 83.8 111.8 71.5 107.2 130.0 C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 1A� 48' 48.9 73.4 97.8 62.5 93.8 125.1 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION >S 2015 ZZ E' drawing no. 54' 43.5 65.2 86.9 55.6 83.4 111.2 W09-42 60" 399.1 58.7 7&3 50.0 75.1 100.1 sheet 5 of 9 TYPICAL ANCHORS WOOD BUCKS TYPICAL ELEV. R SEE ELEV. w EDGE DIST. FOR SPACING m FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 4 _ ''4 °• s a ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z h e •° w e• a• � \ I o r E IST. t�+ a o C3L1=Y F SPACING Q 4 vE--i 56 I 58 Qtl, 77 KSI, Fya155 KSI) N " D STRUCTURES A ALTERNATE I + `•t WITH 1-1/2" MIN. PENETRATION INTO WOOD Q a N N 1A N 4 THRU 1BY WOOD SUCKS INTO CONCRETE p WITH 1-1/4" MIN. EMBED INTO CONCRETE Or Q DIRECTLY INTO CONCRETE OR MASONRY O °� WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O t iI i i 2-1/2" MIN. v INTO WOOD STRUCTURE 1" MIN. Q �+ 0 0 . _ — — — . — _ _ . — . — • _ _ i o -- I ° =177 KSI, Fya155 KSI) J rn WITH 1-7/8" MIN. PENETRATION INTO WOODLO THRU 113Y OR 28Y WOOD BUCKS INTO CONCRETE WITH 1-1/4 MIN. EMBED INTO CONCRETE ! ! 1 ! ! I DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4- 3 Ng. to MIN EMBED INTO CONC. OR MASONRY • uiM .. ...... ALTERNATE INTO CONCRETE AND MASONRY = 3" MIN. • p o h 0 Ia INTO WOO ••••:• s z H D STRUCTURE - -–1/4" MIN. • p • . Q'i >4Z.s� •...• W I I•: W I L : - ,, �� • • t I� 2 2A 0 ,04 � •...• Lu •....• i li i� �i. I INTO METAL STRUCTURES W g • STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) : ..••:• ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.) ! i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •. • ; :Soo*: 6E,7,111111DIa- ! D ! a !� IN70 METAL STRUCTURE^n� 1/2" MIN. n o 8 8 0 ci i i ri i i. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS YC = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm m 2000 PSI MIN. m a 6 wan ALL FRAME JOINTS AND SEAMS SEALED WITH c v N SCHNEE—MOREHEAD SM5504 ACRYL--R SEAM SEALER. y N S 1A W Q0amo © + + N + + d o I gg =to ALTERNATE 5B vi Engr: dAVAO AHMPRODUCT REVISED os»plying with te B MiRaCML 0cM e® * + FIA. PE x.70582 Iiai{dingCodeJ I � � C.A.N. 3538 AmptaneeNo/�i"Ogta 0 y 9. be {ration Date BY a PIOduat TYPICAL ANCHORS dralwing no. EDGE DIST. $EE ELEV. EDGE DIST. TYPICAL ANCHORS SEE ELEV. '�, 9 ��15 W09-42 FOR SPACING FOR SPACING sheet 6 Of g MULLION REINFORCING J8 X 3/4- SELF DRILLING SCREWS V v UNSEDS SA JAMB SEE SEE 5HEETAS3 E 4 O AND 20/7/8" O CAT 7-34- FROM .MAX. TYPICAL ANCHORS 5 JAMB SECUR� 5 FOR CAPACITY READ. AT REINF. JAMB & MULLION SEE ELEV. 1 BY2 FOR SPACING WOOD BUCK - " o. I 3 d r 3 ,1 ,e a• e• • ' �..i � O iL I 4L JI cJ V14" IL rW i1ld0loy D.L. OPG. EXTERIORWOOD BUCKfj4- MAX. Z SHIM SPACE ..I JAMB REINFORCING D.L. OPG. Q AS READ. SEE SHEETS 3 & 4 EXTERIOR FINISHES FOR CAPACITY NOT BY MIN & MAX. ECO WINDOW SYS. MIN & MAX. SILICONEeN GAP FRAME WIDTH GAP DOW CORNING 790 J SEE CHART SEE.CHART DEPTH - 1/4" MIN. J 'n BELOW BELOW OUNSECURED MULLION REINFORCING SECURED JAMB AS REQD. FULL SEE SHEETS 3 & 4 UNANCHOLENGTH JAMBS FOR 5 "' JAMB ,I-j ALTERNATE FOR CAPACITY ALTERNATE ALTERNATE B W •dv WOOD BUCK 2A a TYPICAL ANCHORS A 1x-Ni•• •••• • 'iIr- q r SEE ELEV. °f3 ,.• . FOR SPACING lQ C7 L a� a,' 11 ligll If � w � � Z}iW ••••• d " I� Y19� �I 4• • O l"pil'� ' •••••� II Y �I I� •a • � V -Ii•1 ;( ww•••• raI *= - - - - - - ............. 41 4 METAL A N LLLv>� �• :. .. STRUCTURES Ld • •••••• SECURED JAMBS • •• • • nzz4 a REINF. NOT READ. 1/4- MAX. Q ?, D.L. OPG. f EXTERIOR ---- v 1 JAMB REINFORCING D.L.. OPG. SHIM SPACE p Q SILICONE AS RE D. DOW CORNING 790 SEE SHEETS 3 & 4 EXTERIOR FINISHES DEPTH 1/4• MIN. w FOR CAPACITY NOT BY m MIN & MAX. ECO WINDOW SYS. MIN & MAX. GAP FRAME WIDTH GAP SEE CHART SEE CHART BELOWMAX. FRAME GAPS FOR UNANCHORED JAMBS BELOW m ^ 6 HEIGHT an H - UPTO MIN. MAX. o � � 120" 1/4" 1" 1/4" DIA. BOLT AND NUT m c a m 0 132" 3/8" f" AT 7-3/4" FROM ENDS NOTE: AND 20-7/8. O.C. MAX. MAX. MOVEMENT CONSIDEREDR1007* STRETCH PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION + Engr: JAVi4D AHMAD PRODUCT s th 1ElDp� o MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL ----- - CML B ildhagcuinplo MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. C.N 8 Accepume No i4"vqf a 0 REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ExpLrutionDate /r a3 ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. B + ti Mi AadeProduct drawing no. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY • " THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. W09_A 2 REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB20 WITH �t `t REINFORCED & UNREINFORCED FRAMES. sheet 7 of 9 t BY EDGE DIST. TYPICAL ANCHORS t 1 U ELEWOOD BUCKS FOR SPACING SEE SPAC ING V A e' v ++yy d a• i.j, d a4 4 F 0 Q1 + + aha � a oI � v) � o + + dm pt a z e M O SILICONE — ice-`-=�� 0 IL Q DOW CORNING iYP IIII II a' .O '• IIII; 11 a I !;�� z I �! E` d I Ilfll q I 1111 I p Q I 1111 I11 n z ^ -J � 1 CL REINFORCING (�J Ip =x� AS READ. � i— .. t 1 ftl $ SEE SHEETS 2 & 3 w •� I j !I tl SWC FOR CAAACIN • 17-0000000.00• • 0 i i ii iiia �A • • moi+; •, i Ri J--I�—� -1 Milt._ � Jz 1j/ • 0� 010 v • ••••i• • • -r-T--�` -Tm—r- warn r�Il ------------------ 0 W 1 I 1 1111 tIl 'd - ----� ----- ----------------- • Z• `? ••:••• 1111 I I I l _- ------------------------_ _ 0 —__ 0000• ___— ------ p � ----- • 0000:• -1 ------------------------ • g • I 1 II — 114 — — ____.._.._.. j1 i� 1 0 —_--, ---------------- ------- • •00000 I 11 It II;I IY 11 ----_==__--_____;.-:_-__= i • i••••0 t 0 i �}1_JJit If -_ m ___ • I I u --� ECO WINDOW SYSTEMS • SEEMIAIAI-DA E COUNIY NOA FOR APPROVED WINDOWSSEPI yao= 1A WINDOW RATING AND DETAILS 8 n $ I ---- I EXTERIOR 1 SILICONE DS CORNING 790 g W © ' ' D.L. OPG. m'• CL g m N - .. Enq �I i ` tea mo •: is $� rJAVAD AHD M - g CIVILPRODUCT REVISED ,tl FtA. PE 70592 as Complying With the Florida M c aN. >g c©a@ Acoeptnce ¢ 10 0.07 m � t` 21115 rMtonDate tr 1 $Y t Browing no. i�Aiatri Ole _ Q ' W09--42 sheet 8 of g a 5.000 5.000 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS � 8 188 198 S UW-401 AS READ. FRAME HEAD/SILL/JAMB/MULLION `Ir 6063-T6 1A UW-407 AS READ. ALT. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 2 UW-402 AS READ. SNAP-IN MATE 6063-T6 Z 2.625 sm 1 1.750 1.750 2A UW-402 AS REQD. ALT. SNAP-IN MATE 6063 .Y__ -T6 - L �L {Z 3 UW-404 AS REQD. GLAZING BEAD 6063-T6 - W .875 4 UW-408 AS REQD. FRAME INSERT 6063-T6 G rA TYR TYP..125 5 UW-403 AS REQD. SHEAR CLIP, 3-3/4- LONG AT JAMB ANCHORS 6063-T6 Yf'. � ., O 5A UW-403 AS REQD. SHEAR CLIP, FULL LENGTH 6063-T6 CL 4.000 1A 5B UW-403 AS REQD. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T8 O 6 UW-408 AS REQD. STIFFENER INSERT 6063-T6 FRAME HEAD/SILL/JAMB/MULLION ALT. FRAME HEAD/SILL/JAMB/MULLION 6A - AS REQD. STIFFENER BAR �V, STEEL - o " g 7 UW-406 AS REQD. GLAZING GASKET NEOPRENE DUROMETER 55+5 SHORE A v+ a q 8 #12 X 1-1/4" 4/ CORNER FRAME ASSEMBLY SCREWS PH SMS y O 3.736 3.736 Q - 2/ LITE SETTING BLOCKS AT 1/4 POINTS NEOPRENE 3/16- X 1/2- X 2" LONG 3 w 10 - AS REQD. IGLASS SPACER SILICONE IFRANK LOWE Z I� 578 1.453 . a .875 094 .094 TYP TYP. 2 SNAP IN MATE ALT. SNAP IN MATE 8 J } � —1.688 094 050T_ I 1' •• _ i TYP. / 39 r 1.083 .875 4 O1a-00 n ��• ••• :• 875 _F .989 t U I M M)r ••• .•• •• 062 —�.831 /�� QOM i•• •i TYP. R.F.� m •••- �� ••• 1.432 A °0 • d •• • 3 GLAZING BEAD 40 000 11)FRAME INSERT � •004 000 • •• FRAME O CORNER N • • • 3.736 • • • •.•• � • .094 •• • TYP. L ,578 U) 03 .18804 4 W W 5 SHEAR CLIP 8 0 v z � 1.4411 I .375 HORIZONTAL CORNEN o 4.534 4.000 En9r: JAVAD AHMADCmL 125 REVISED FM E 0 82 as complying withthe Fiords CAN. Building Code • 250 .4cccpWaco No - •�7 � Ion D to y .626 MI Prochtitf drawing no. r 6 � � ZOy wog-42 STIFFENER INSERT sA STIFFENER BAR FRAME BOTTOM CORNER sheek g of g 4 3/8" CLUSTER OF w 5" MAX. 13" MAX. rn6 ANCHORS'' AT INTERLOCK ENDS d HEAD HEAD - SEE SHEET 5 FOR CAPACITY M CORNERS Z IL a IL 96" a3 0 0 N U DOOR FRAME WIDTH 8� QA h 5� = o a an4 INTERLOCKS $ al a WITH OR WITHOUT 0 I j [ REINFORCING Z N SEE CHART #1ul o allO INST13UCTIONS• USE CHARTS AS Follows. o _j STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY i io li i, I) AND REINFORCING REQUIREMENTS. w Ea n� I[ �/' I I �/• °a� STEP 2o SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. o a z oro I I I i Lu L STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. p II o rs j • N STEP THE LOWEST VALUE RESULTING FROM STEPS 1 c �'W �` '• cOC •• •••• • „ THRU 3 SHALL APPLY TO ENTIRE SYSTEM. --= T�=-==�T'__ - ••N 1� • '3 II Ii 3+ _j '� ••• • 'I =_ _ • �U ••i ••• �• DAYLITE OPENINGS WIDTHS: • '•� M A. FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" ,t�� S AAA ••:• • • INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B W DAYLITE OPENING HEIGHT: g •.• '� •• PRODUCf REV18$11) • • PANEL HEIGHT - 6.50" I L3 'I IN cak >oeceetpii�la�WIN[t14r Fiorldb • • PANEL HEIGHT DOOR FRAME HEIGHT - 1.5625" FAISE U 41 3/4" 41 3/4" m IQ !Y'-da_)z.6� M LATIN D.L. PG. D.L. OPG. d U �2A- o 8 OPTIONAL o 1 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8 pal GAntrM a SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" PANEL WIDTH 1S . ,`.� 5" Max. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13" MAX. a c m REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL y'` Q• LAMINATED GLASS '6 N INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CLUSTER OF-/ INSULA LAM. GLASS � c` m " 1B OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 5 FOR CAPACITY Enyn JAVAD ARM n 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATION FLA. PE f C•A.N 3538 70592 NOT PART OF THIS APPROVAL. OX � .�; � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v v ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON--COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. COME INTOMATERIALS INCLUDING CONTACT WITH OTHER DISSIMILAR MATBUT NOT LIMITED TO ERIALS SHALETAL LWMEET' THE THE TESTED FRAME AREA OF 72 SQ. FT. W 13-49 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheetof 12 CLUSTER OF v 5" MAX. 13" MAX. 4 3/8" 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS HEAD CORNERS HEAD ' ` SEE SHEET 5 FOR CAPACITY ,yh I 147-7/16- DOOR 47-7 16"DOOR FRAME WIDTH 9A INTERLOCKS 4 Q WITH OR WITHOUT a � C I I REINFORCING SEE CHART #1 II II 11, z N= `E i Ci I I I I H � Iti Q� iso s t0 C7 cr u� jto t-d p p� p 11 I) of to O � gCL II IIS W •• II t1 m ' � •• WU —__'T __ 0�0 i •i• ••• i• ♦ �I l� �M N • ••• •• I� �I � (a OM of ••• • �I I� c a r j ' ••• ••; .• 00,10 B • N W � ••i• • ••• { •• • 42 1/16" 42 1/16° r a mix FALSE MUNTIN O.L. OPG. D.L. OPG. ! a a PROAUC!'kBVIBCD OPTIONAL . 'y o �ooerpl with itle furca 49 3/16 m „ v fbellMlp�Cads z 49 5/16' PANEL WIDTH ` ^Q I Z•or o PANEL WIDTH �� a ASTRAGAL INTERLOCK �lcly m FF5" MAX• - M u, SILL 13" �J q� CLUSTER Of o m p o 0 CORNERS SILL 6 ANCHORS m c c ni `� �Q• AT INTERLOCK/ASTRAGAL ENDS °cam TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx o Engr. JAYAD AHMAD is O CIVILA ALTERNATE SIZE UNITS: FLk PE 70592 �+ MAX. FRAME AREA OF DOORS NOT TO EXCEED CAN. 536 THE TESTED FRAME AREA OF 110.7 SO. FT. 20 m 10 Browing no. W13-49 sheet 2 of ffi CLUSTER OF 0 w 5" MAX. 13° MAX. 4 3/8° 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS CORNERS >�D� HEAD _ TYP. SEE SHEET 5 FOR CAPACITY M i t I t d 192 db DOOR FRAME WIDTH0 0 a v p A tta p' OP 0104 INTERLOCKS INTERLOCKS p a I 1 WITH OR WITTOUTI 1 WITH OR WITHOUT I1 I REINFORCING I I I1 REINFORCING �1 Ii SEE CHART #i It tl SEE CHART #1 t 1 4 I 1 L--- U16 CE o W 0 � C7 y •• O 11 11 II II kc . q • eee• • 0 11 II 11 II � < c� � e r__ --=��—=c_aT=__ �_► {tx od ee +• •eee • at " II II �I I� • O Uw •• + • Ij jl I� �I tp � ••— 4 •e• ••� •• 1 — 1 ° I I �_ °� ••• • gin, � ••�� .n •• • W 8 +ee• • • e 42 1/16° 42 1/16° m FALSE OPTIONAL O.L. OPG. D.L. OPG. $d MoDuc T ttF.Vigg0 ° in -'U 1 49 3/16" 0�Crrifi the floridt, c gi PANEL. WIDTH 49 5/16 8 r 8 - —.� o PANEL WIDTH swit"be Bat INTERLOCK ASTRAGAL INTERLOCK 5° MAX. 13 SILL ° MAX CORNERS SILL �l� CLUSTER OF w o m o 6 ANCHORS a o AT INTERLOCK/ASTRAGAL ENDS a m OXXX SEE SHEET 5 FOR CAPACITY rt `oo EW. JAVAD MM ALTERNATE SIZE UNITS: 1 F�� s3s PE i 7D982 C _ MAX. FRAME AREA OF DOORS NOT TO EXCEED o a THE TESTED FRAME AREA OF 144 SO. FT. 201 �jLu drawing no. W13-49 sheet 3 of 12D DOOR FRAME W. � [a �V v V A M rs C E NOTE: Z J w r, p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. s 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS a L REQUIREMENTS SEE SHEET 5. 0� a g B 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. a v INTERLOCK a a OX(SHOWN) EXTERIOR I N DOOR FRAME WIDTH (SEE Dp TABLE) I p m „ail it -m 0 0.Gg DOOR FRAME WIDTH a © a o 0 43 b p A LL �N2 c 3 v0� w m 052 V FA 0 OIL -- J 0 ASTRAGAL INTERLOCK -� 00 OXX SHOWN EXTERIOR $ (J? °D ( ) XXO I DOOR FRAME WIDTH (SEE Dp TABLE) r �, •• H •.w ••.•�• A DOOR FRAME WIDTH O © p� •• N LUO LU ''- •.••:• In • • • W � •••••• (O • • �• � N O oK�•.�. ••••• J C •• cl •� ••i••• G D H g f •• Z •^ • • ' • 0, .•••i• 0 B ASTRAGAL INTERLOCK • W �. •� :0090:0 Ll 11 EXTERIOR OXO(SHOWN) DOOR FRAME WIDTH (SEE Dp TABLE) r4 c� DOOR FRAME WIDTH C 0 G D PRODUC lr gZMtb a A O O C> o o l witA"m now o15 � m aoc Nr rc a`'I l n�IPEE p, CIL = C Q: � W1,05 ": 0 INTERLOCK INTERLOCK OXXX(SHOWN) I EXTERIOR 9 4 DOOR FRAME WIDTH (SEE Dp TABLE) XXXX M Engr. JAVAD AHMAD n c APPROVED CONFIGURATIONS CIVIL FLA. PE 70592 CAN. , V QE 205 $ Y rowing no. Wl3-49 sheat 4 of 12 CHART #1 CHART #2 3/16" TEMP. GLASS �� DESIGN LOAD CAPACITY - PSF (GLASS) 18LOAD CAPACITY - PSI! (ANCHORS) 3/8" AIR SPACE GLASS TYPES GLASS TYPES 3/16" HEAT STREN D GLASS �Y 'B', 'B1' 'A% 'A1' 8 ANCHORS AT MTS. .090" Interlayer 3/16" HEAT STREN'D GLASS AVERAGE DOOR FRAME muouT REINF. WITH REINF. AVERAGE tX7dR fRAME Z 3 PANEL MOTH HEIGHT PANE,WMTH HEIGHT an Ms SentryGlas / INCHES 84CHFS EXT,(+) INT.(-) EXT. + INT.(-) INCHES INCHES EXT.(+) INT.(-) By Kuraray America, Inc. 090'ryGlas layer , ul Q g a ( � ( � � ) � � ( ) � } Sent las TR50 $0al 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' x q Q. tE --� iL 36 7 0 70.0 80.0 36 70.0 80.0 3/16" HEAT STREN'D GLASS O G 4 v 42 70.0 80 0 70.0 80.0 42 82 70.0 $0.0 i• IL 70.0 80.0 48 70.0 80.0 54 71.1 62.2 71.1 54 62.2 71.1 .00 // t� it \ n / II It it G Cj N y 30 70.0 80.0 7Ti 0.0 80.0 30 70.0 80.0 W / 23 t I I I \ 23 I t I I II \ �r in M 36 70.0 80.0 70.0 80.0 36 70.0 80.0 r: / i I i i 28 / I I I I i 28 V IL G< 00 42 84 70.0 80.0 70.0 80.0 42 84 70.0 80.0F-1:1 II SILICONE It II II SILICONE l i I i I Q °��a48 70.0 80.0 70.0 80.0 48 70.0 80.0 i► Dow 899 tt It it DOW 899 _0 54 82.2 71.1 82.2 71.0 54 62.2 71.1 j Q 30 70.0 80.0 70.0 80.0 30 70.0 80.0 �` Z N 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 \ / ` / ..1 W 42 90 70.0 80.0 70.0 80.0 42 90 70.0 $0.0 \\ 29 / `\ 29 /CARDINAL XL Q 48 70.0 80.0 70.0 80.0 4B 70.0 80.0 i EDGE SPACER ST. STEEL 54 - - 62.2 71.1 54 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'AI' U c 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS J 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 42 96 70.0 80.0 70.0 80.0 42 96 70.0 80.0 S fn 48 • 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16" TEMP. GLASS : W '• • ***go* 54 - - 62.2 71.1 54 1 62.2 71.13/$ AIR SPACE 3/16" HEAT STREN'D GLASS C-9 L:•4 • 30 70.0 80.0 70.0 80.0 30 70.0 80.0 " , • �• }- W• • 36 70A 80.0 70.0 80.0 36 70.0 80.0 .090"to terlooyer 3/16 HEAT STREN 0 GLASS • �,. N a 00 •••••• 98 98 .090" Interlayer • :••••i PVB 42 70.0 80.d 70.0 80.0 42 70.0 80.0 By 'Kuraray America, Inc.' • N .� • Butacite PVB ca • 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuraray America. Inc. �' O a w ••••• 30 -- - 70.0 80.0 30 70.0 80.0 / • _Z �•L•% ••i••• 3 16" HEAT STREN'D GIASi9� • • 36 102 - - 70.0 80.0 36 i d2 70.0 80.0 •• HiQ �} z ,� •••• • 42* - - 70.0 80.0 42 70.0 80.0 z 12 -- I z I i i 1` (7 Wim.`�• ••••i• 48 - - 70.0 80.0 48 70.0 80.0 m / i I t} \ N / i \ i t \ . W a� . . �...•� 30 - - 70.0 80.0 30 70.0 80.0 / 23 it i I 23 I if if 36 - - 70.0 80.0 36 70.0 80.0 h tl if 28 I / 1 / } u 11 28 42 108 -- - 70.0 80.0 42 108 70.0 80.0 t I I I SILICONE I it i I SILICONE 48 - - 70.0 80.0 48 70.0 77.9 I 1 i DOW 899 I t �► �t I DOW 899 t Iz 1 � $ 17 /CARDINAL XL 7 ♦\ 2s / \ 29 EDGE SPACER 6 7 " GLASS TYPE 'BI' ST. STEEL v a 7/166 OVRA4 J 1" OVERALL INSUL. LAM. GLASS s. r � 1'R©Duc r RFYIsRD 0 ° 6 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS taroll0 •,- s �1!M•tA►t!K Flori$ m o FOR DOORS WITH 2-3/4" SILL HEIGHTS. C66 0 c m 0 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF 4 .- ` DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FORi Nib M _ INTERLOCKS WITHOUT REMP, INTERLOCKS WITH REM, WATER INFILTRATION RESISTANCE a SEE SHEET 7 FOR DETAILS �' JA AD AHMADCML �~ ttMCenta� FLA. PE 0 70592 C.A,N. 538 - NOTE: � y SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. Q ry SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Wl 3-49 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 Y tt o - ' � w t M_ 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .. AND TRANSFER THEM TO THE BUILDING STRUCTURE. a �I $ °910 y 8 TYPICAL ANCHORS: SEE ELEV. FOR SPACINGp g N C 0' 0I.aa (Fu=177 KSI, Fy=155 KSI) a a 1BY OR 2BY BUCKS INTO CONCRETE ff Q 1-1/4" MIN. EMBED INTO CONCRETE >. 77 U=177 KSI, Fy=155 KSI) I Q W 0> DIRECTLY INTO CONCRETE 1 3/4" MIN. EMBED 40 E 5 CRS) v01, �=��-WADECOUNT�APPROVED MULLIONS (1/8" THK. MIN.) m INTO METAL STRUCTURES a m .• STEEL : 1/8" THK. MIN. (1=y = 36 KSI MIN.) I ; W •.9 ...�� ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •. : U) * — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f •• ...•;• �J I o 0 . a NOW # ' ( Lc Fu=177 KSI, Fy=155 KSI} — •• O • I • • •...• . INTO CONCRETE •• Z ...... L 1--3/4" MIN. EMBEDJX — — — — — — — I :• �' z 'a .• AT JAMBS- ' — — — — — • • M%W Nmtm"W0 U=177 KSI, Fy=155 KSI} $ `�STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY I s PROsucf>p�v1�p o a 1 1/4" MIN. EMBED INTO CONC. OR MASONRY .- A1 wkU the Fbrtd� c ISE {Fun177 KSI, Fy=155 KSI) A�Aelr1Y_�C° a o h RY >lly�d�16� itD�k �q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I GL.. l �� DIE 0 1:t n Y_ GRADE 5 CRS) 4 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) i INTO METAL STRUCTURES H a N I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I c c L < m U ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L ^ —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I En9r. JAVAD AHMAO44. n 9 CML OX a iv INTO CONC 2 MIN. AFME� 05928INTO WOOL) STRUCTURE = 1" MIN. ,� �INTO METAL STRUCTURE = 3/4" MIN. 2?015 Y CONCRETE AT HEAD. SIU. OR JAMBS f`c 3000 PSI MIN. drawing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. W13-49 sheet 6 of 12 TYPICAL ANCHORS O FOR SSEE PAC� 1B OR 2BY WOOD BUCK V (SEE NOTE SHEET 1) �4 4 .. - ft.. " METAL I .. .• STRUCTURES r--__----------------------------, M EDGE;DISI. ONCRTa± oSi'AG�EREO•, 6 1/$ TMK• 11 MIAMI-CADE COUNTY APPR'D MULLION I I Z �+ n. a• :4 # a I o. ''4 3'111 MIN. " (SEE SHEET 6) 1 SEE SEPARATE NOA I O N - EDGE DIST. 3-1�g 1 (SEE SHEET } I` : t STAGGERED I I }' � ....'•• .. I 3-1/8" I a 18 II , STAGGERED t �1 O O o _ 1 O U O (toh 3: � O+°�M ° Ld OILca ° TYPICAL ANCHORS TYPICAL ANCHORS O °� a 4 SEE ELEVS. SEE ELEVS. z G FOR SPACING FOR SPACING 4 z QQ o Olil 4o it UU 11 i, it U o II II t II 1I _j J 3 II it I II It J Ln a$ woDOc1'KEVISED a N t 1 ; !t I I gr0lgdp tyjjth the Rodds,� W •••°a I, I, 1, I! II �Q •••••• !1 iI it a> stW1 _0 12•b h 11 11 it Dote c� iA W 0• W • it 1, j1 ii it �� ...... I— , it i, 11 11 I ta.. o (n!� • � !I tl II it !1tCeatrol.' 'v .y •�• �....� t I 1 ► t • O o 9a» ••••• W W a I 1 is i WEEPHOLES• •• .o ' .. 0 ii �� it iI i� W1 = 1-1/2" LONG NOTCH AT EACH END. : 1 z : ...�:. vt O d'�1"� 11 It It 11 1t W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS ; U �W W 11 it i1 it it AND 36" O.C. . W ,� 0••••: II it 11 =t II W3 = 3/16" X i" LONG WEEP NOTCH AT 5" FROM ENDS N 11 U it t► AND 36" O.C. t1 It '1 t1 !I W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 1I 1t I it 1t N z3 !I II t 1t 1t PILE PADS: °, I LOAD BEARING SHIMSGE 11 t I ! t 1 4 POURED & HARDENED 14 P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION v HIGH STRENGTH GROUT 13 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH iL + 18 NON-SHRINK, NON—METALLIC P2 = SELF ADHESIVE PILE PAD f c = 5000 Psi MIN. 1" X 3/8" X 1/4- HIGH c & 24 a in v� m• B P4 42If P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN o o o W4 M x 2-1/2" X 1" X 3/8" HIGH o o N P4 — OPEN CELL FOAM AT INTERLOCK & ASTRAGAL I 21 N a 2" LONG X 1-7/16" WIDE X 7/16" HIGH w3 + + I N Engr LAVAD AHMADCIVIL •� a ::• ~'_ ' ;e• FLA PE 705$2 I e "•• a NOT APPROVED LIMIT MAX. LIMIT MAX. 3538 .CONCRETE < e a P3 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS o 3.K4JI.N` .4• o• a TO 47.0 PSF TO 70.0 PSF ��Jg V i a••' e' W1, W2 "r Y EDGE DisT. 3- x � SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD drawing no. STAGGERED TYPICAL ANCHORS SEE ELEVS. SEE SHEET 5 CHART 1 FOR DOOR CAPACITY W13-49 PI FOR SPACING sheet 7 of j 2 U - �� W 1 M PANEL WIDTH z 3 TYPICAL ANCHORS 0 SEE ELEV. REINFORCING FOR SPACING AS READ. �"" g N a FOR CAPACITY TYPICAL ANCHORS 0 tOy �s SEE SHEET 5 a 29 Lr C P2 D.L. OPG. SEE ELEV.FOR SPACING a N U 7 5 a! p • 9 ..r o' :::?i:::i:::_:i: is= }ii:2 ------ - -- - gCd o ....................................... iai:i rT y a o ° Z 27 M g r tiiiiititiititiiititiiltiti : : : ~:t J n MEE • cY• J '•�, •••••• a INTERLOCK 8 • W •� o ➢ 21 17 OR W BUCK i�p ••••i W WOOD ST TORE • • • SEE NOTE HEET t S?i • • • !► $ :�`''� EXTERIOR • jj ��.•• .•••• zc r :' D.L.O. 3 — r • • p \-P3 • �• •••r• e ....0 � aM � . • T PANEL WIDTH • I• J. 1/4- MAX DOOR FRAME WIDTH (SEE Op TABLE) 1/4° MAX � R z 11J.� 00000 0000� • • SHIM SHIM w V a 0 w 0,m in YRODErcr IREVI$ED 141"1000-it FlurldA l .ce n•:%'S Ob 12.61- JOgi�MWla Data f '•l -�t l� s$, � 1 st, Lft u E; $ "d of 2aolc i2 m� fA C7 W O� d H r ' Engr: JAVAD AHMAD I ¢ o CML N \ 3 FLA. 70592 3 CA 3538 c 4 2115 drawing no. W13-49 sheet 8 of 1 Q chi PANEL WIDTH REINFORCING X11 I PANEL WIDTH AS READ. SEE SHEET 5 z ti 3 FOR CAPACITY o D.L. OPG. P3-\ D.L. OPG. P2 N a 8 7 O o TYPICAL ANCHORS Q u'at U SEE ELEV. ---- --- ----—--- nwi.yiiiiiisititiitiiii•• •• ' ___ -__-— _ - _ _ ..' 0 nFOR SPACING a AND............ • = oUN Q •:tI C M o - - - i::::i::i: :X t O as 4 Tom _ :':aiti _ C O a ut.tassstasnsss•tssn•• x .tsttttts••-sa••••tt•st•••ta• : 22 22 a &20 O t �� f4 iii i•...iiyNttttth{ta{Lii{iS. i M �� Zall moi! I I I. N• Q W O1� «FEES" 9 [. i MEW LL----J1 .......... ..... STRUCTURE U o ASTRAGAL INTERLOCK tr► -� J ..� J •iii EXTERIOR D.L.O. P3_/ 3 27 3 :••••: 1 PANEL WIDTH y� N a ••••• • {~'/Ili•• • ••••• TYPICAL ANCHORS DOOR FRAME WIDTH (SEE Op TABLE) 1/4- MAX. O o too) � ��•� SEE ELEV. • 0058P i� • FOR SPACING SHF — ***S;o • a N wig +4 A el►e=pb*with lite fUrkls AN tr-obt2•o o o bi (( 46% 406. yy 21 Ceelroi • a' o •4A,• } � a � i3 C Q m V w e Eagr. JACMAHMAD L i CML g p CJ t'' FLA. 70592 qs Ujo a; CA 3538 g .o 2 ti �. Aj drawing no. 1/4" MAX. DOOR FRAME WIDTH 3 -49 1 3 SHIM sheet 9 of 12 ITEM # PARTt 1 QUANTITY DESCRIPTION MATERIAL biANF./SUPPLIER/REMARICS OM U 1 E701 t FRAME HEAD 6O05-T5 - /� � 2 E702 1 FRAME SILL �Y t 6005-T5 - M 3 E703 2 FRAME JAMB 6063-176 - 8 4 E704 2/ PANEL PANEL TOP ANO BOTTOM RAIL 6063--T6 - _ 5 E705 ~ AS RQD. PANEL LOCK STILE 6063-T6 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-T6 - Q 7 E707 A5 REQD. PANEL INNER INTERLOCK 6083-T6 - o U 8 E708 AS REQD. PANEL MALE ASTRAGAL 6063-T6 µF 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - O 10 E710 AS REQD. GLAZING BEAD 7/16- LAMINATED GLASS 6063-T6 11 E711 AS REQD. GLAZING BEAD 1- INSULATED GLASS 6063-T6 - O a Q Q g 12 E712 AS REQD. SILL TRIM 6063-T6 OPTIONAL 0.100 3 E713 AS REQD. 2- SILL RISER 6063-T6 - 14 E714 AS REQD. 2-3/4" SILL RISER 6063--T6 - III N(� 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS} 6063--T6 - 3 O� 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - J Z M S 1.8 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL 4 111 0 18A #10 X i" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL 19 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. g 20 X10 X 1-1/4- PH SMS 1/ ROLLER ROLLER LIST. SCREWS - NOT SHOWN -j J-3 ••.`� 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB • ••• •••••• 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB •• �. ( • : •• •••4 • 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65+5 •• �' W • M •••••• 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2- MTG. SPACER REQD.) • •• •••• 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - • 26 #8 X 1/2- PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL •• N ••••• 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK •• ca M S •••••• 28 AS REQD. SUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE •• 0 O it •• 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80+5 SHORE A • �• Z •�.4 •••••• 3'. �y A i••••i N Il�oabucr I�EYiB!>;r13 ma with she Fr rmh SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH `Ski 0 6 0 15 WHITE/ALUMINUM COLORED SILICONE. 0 p d U pxi C M � Engn JAVAD AHMADCmL �! FLA. PE 111 70592 N C 3536 i drawing no, W13-49 sheet 10 of 12 5.059 3.562 3.562 w .125 •130 .693 `rj . 3 � 078 Z 1.129 A78 1.312 1.824 937 k1.252 .93 .050 1 g F J �_ 62 j 062 2 1.648 2.105 .078 1.648 x, w IL a 1.998 1.998 L1.252 Q N V .094 tV 2.625 � C FRAME HEAD PANEL LOCK STILE 2.x25 10 1"GLAZING� MBEAD t. GLASSl GLAZING M. GLASS v e u M M t 471 O PANEL INNER INTERLOCK O s,p o 1.144 210 0 N O N z .062 3.562 .210 w N o .068 C) .2io 1.998 3.250 Ofi8 2.687 2.105 1.937 2.313 .078 1.848 .078 V o 1.047 1.047 1.047 � J at 125 .068L 068 �- •••"� • 5.532 •9 : •• 12 i3 14 •• �} W . "0 M ••••i• A 1.998 1.823 2.625 SILL TRIM O 2" SILL RISER 2-3/4" SILL RISERC� a.. 0 0 .062 ZI-a \J PANEL TOP & BOTTOM RAIL 1°J PANEL OUTER INTERLOCK �• v t!f ��//��s3♦•• ••:•• IF 4 •• i 4J�p •.••• 2.248 •• s" 0 0M U-3 ••••�• •• In - • 125 _ .915 : �• Z 411- Sol •••••• .357 i• g. � �};� �.•••� 149 f 1.494 .078 � U �-O o FRAME JAMB 1.540-� N W O)m =z--j .125 1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER g o >#eonu+e t avlla o N 1.139 �2 3.687� d 1Ntb the Ftortrla o w 4`- Acet�bw�tsiVe •Q H . 078L--- 3.437 16s/1raWe iilMtt °� 5.274 .078 L„ L.•.�• 1.824 r �¢ 1 Con" w a tn tn Q FRAME SILL 0 0 1.824 3.996 m cam v 3.820 1.648 078 Ervgr: JAVAD AHMADCmL 2.500 FLA. PE 70592 C.A.N. 3538 .too 2.00a 2015 s drawing no. W13-49 PANEL FEMALE ASTRAGAL Q PANEL MALE ASTRAGAL sheet 11 of 12 a 0 w m 18 / 3 ° Q P � a. � IL O v mot f a � 0 o dDd x r a °ry U o J rn J J •y• 9 t1'1 • • .So ••..• • $ ! ••!7. � • . i FRAME TOP RNER , w • M ••••• • }� t5 : • PANEL TOP/BOTTOM CORNER • uj • • •"!� . }}. w ! in �„ Wasik' " tis 10RODUC r REV19Eb as COUP$"with the rbd" o iE N i-z Ameptsm No baaAi�rg Cada " Pill Ei�tratiw�Date�pt� �� i>� ts.,asot �j vww o o m a a /� •� C Q m U , s t7 Engr; JAVAD AHMAD CML N FU1 PE 70592 m CAN. 5i a a zo l drawing no. FRAME BOTTOM CORNER I W13-4'9 sheet 12 of 12