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WS-16-115 Permit NQ:` I �s*'°T,%.s'o, Miami Shores Village 04rmtt Type;Wflr dowsl tuttem r 10050 N.E.2nd Avenue NW [1t Cfrlcassfficafion ' 1tt{ pla ? Miami Shores,FL 3313&0000 �,. Pear �tPIRROVED' Phone: (305)795-2204 Ftonto� IssuO"e 1/141201 Expiration: 07/12/2016 Project Address Parcel Number Applicant 70 NW 103 Street 1131010180050 ANTHONY KILISSANLY Miami Shores, FL 33150-1234 Block: Lot: Owner Information Address Phone Cell ANTHONY KILISSANLY 70 NW 103 Street MIAMI SHORES FL 33150-1234 70 NW 103 Street MIAMI SHORES FL 33150-1234 Contractor(s) Phone Cell Phone Valuation: $ 9,400.00 COUNTRY USA,INC (786)897-5557 Total Sq Feet: 640 Type of Work:REPLACE EXISTING WINDOWS,FOR NEW H Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-1-16-58343 DBPR Fee $3.45 DCA Fee $3.45 01/14/2016 Credit Card $273.90 $0.00 Education Surcharge $2.00 Permit Fee., $230.00 Scanning F'ee $21.00 Technology Fee $8.00 Total:` $273.90 In consideration of the is ance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and ins conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit a u e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT CAL, L MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI4.Ti t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andre,I authorize the above-named contractor to do the work stated. January 14, 2016 Authoriner / Applicant / Contractor / Agent Date Building ent Copy January 14,2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [::]RENEWAL ❑PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP I �-y CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: t Flood Zone: BF2E: FFE: OWNER:Name Fee Simple Titl older):ruyL�6r�r•''y Phone#? �" I Address. 5 NW City: MIA4 1 State: Zip: Tenant/Lessee Name: Phone#: Email: � (�/� CONTRACTOR:Company Name: e " "i�v-- HI Phone#:�/ Address: City: ' ` State: L' —Zip: 1�� Qualifier Name: Phone#: State Certification or Registration#• y� ,{Certificate of Competency#: DESIGNER:Architectt//E�nsgiineer: wC�C T• Phone#: Address: ��%� � 159—f City: State: Zip: ��• Value of Work for this Permit:$ 41 1 Square/Linear Footage of Work: d ' Type of Work: ❑ Additlog ❑ Alteration ❑ Newt Repair/Replace ❑ Demolition De cription of Work: ��AJ� t 1�v tNpyw� t i��`- Ny \lV l N JI�(a9 Specify color of color thru tile: Submittal Fee$ Permit Fee$ C;?2 J 0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ •T'D (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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Signature `� �• -- Signature OWNER or AGENT CONTRACTOR Thf foregoing instruMont#w�(a�s acknowledged before me this Theforegoinginstrum t was acknowledged befor me this I day of \J �"+" 20 "' , by ` day of V 20 �� , by ve 4:1 U'� 1 is personally known to • who is personally known to me or who has produced L • as me or who has produced 'G. as identification an ho did take an oath. identification and who did aka an oath. NOTARY PU IC: NOTARY PUBLIC: Sign: Sign: Print: mtll�VPrint: Sea k f Notary Public State of Florida Seal: Notary Public State of Florida I Carlos Merida Carlos Merida ppExpires 02/06/2017 mission EE 871723 � Expire 02106/2017 ission EE 871723 APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4368841 THIS IS NOTA BILL - 00 NOT PAY go I : BUSMESS NALgWLOCATroN REQT No. EXPIRES COMM USA INC RIMMAL SEPTEMBER 30, 2015 7300 SW 100 Cr 4559903 Must be displayed at place of business MIAM FL 33173 Pursuant to County Cade Chapter BA—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAy1WIEyT RECEIVED COUNTRY USA INC 198 GENERAL BUILDING CONTRACTOR By TAx COLLECTon Worker(s) 1 CGC061= $75.00 09/29/2014 _. CHECK21-14-082358 This Local Bashawa Tax Raeaipptt on�ly�t payment of the Level Business TmL The Recalpt is ad a licet�, posit,ora carHficatian of the Golders to do hasiness Holder mast ccm*wbh any gavenmental or acalloventnealal regnlatety laws ad regavemems which apply to the besinew The RECEIPT NO.above mnsrt he dbpkWW on®p ficial vehicles-IVllai-I0da Code Sec 88-276. Fortuaral 91 lei ,vhdt RENEWAL NOTICE 2n1 5-16 — _ dune 30, 2015 LO"L BUSINESS TAX SEE REVERSE SIDE FOR MORE INFORd7AT10N 038733 ACCOUNT •N TOTAL NO. 4368841 4559903 1 0F1 I CGCO61020 IQRA COUNTRY USA INC Nuhnn NIMINDIftUNIN DADE COUNTY ANNIM7300 SW 100 Cr Radom dtYUoeiratlan HUGO LEPRE PRE$ 196 GENERAL BUILDING CONTRACTOR COUNTRY USA INC viii$Adtbess- 1 305-596-7621 7300 SW 100 CT 1 NAM Coderker(s) MIAMI,R 33173 I Wo DESCRIPTIONOF LEVIED Current Year 2016 ` s - County Wide Tax 30.00 V - -- Beacert Coundl-Economic Dem .00I C� 7 Unincor p o rated Area Tax r / �� A � 30.00 Pay online-visit .iniamidade.gov/taxe011ector Amount Dae by Sep>Wdw 30,201 S $75.N L BER l0% NOVEMBER 15% DECEMBER 20% JANUARY 25% FEBRUARY 25-%- S 00 8250 86.25 90.00 93.75 193.75 T RETAIN FOR YOUR RECORDS T `U IF RE4UkSTIING CHANGES. DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT requireItems with a documentation for requested change Number_ 4559903 *Business Name Phone Number Business Address Employees/Units Mailing Address *Owner Name NEW ITEM:Provide Email Address(County Use Only) *Employer lderrtilicaiim Number or Social Sec"Number • • . . An optional Municipal Contraftes Receipt 1m not be imJed unibil an addl Mo=+$25(per ad(l category)is rr _ 9282015 Report Viewer x e' i �i'r2k" k .TEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA k:^ DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION �o - �� ••CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW•• CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed tabor has elected to be exempt from Florida Workers Compensation law. h. EFFECTIVE DATE: 9252015 EXPIRATION DATE: 9242017 PERSON: LEPRE HUGO P FEIN: 651128367 J r BUSINESS NAME AND ADDRESS: COUNTRY USA INC. 7300 SW 100 CT $ MIAMI;. Fl 33173 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR # PWSuWt10Ch�440.'G$t�.F.S.e�d6�oCrdeoapaetlmrrdoetec6mmmP1im4anMisdwtap�r va--d ndw1ft3ectlm notremaerba�iaeraompensdanuder8iadepo�.PdMM"ktW;; 440.06('12�.F.8..Ca deb8c&010b00=VL..0F*0 f* �..r aiBintlbacapeddiah�l�abade6sWdcn9w aeofdocOnbboe r- ON=wib 4S..NdMardecowlabe eceeptadar6�Sd�nbbeemmd sWbesuII 1D e R lLatzy&aedlatl�e d"ft -uF �eisumnefft 'in cpe, edmberoHaaar larob�Bamaeta@ereairan�sdRlsseetlantriss�ceda aThedepaMfetde0raudwa DFSF21DWC 252 CERTIFICATE OF ELECTION TO BE E70=RAPT REVISED 0643 (&i0)413-1609 .3 44'I1 � � 1 my, �i k; YC t { V S hltpsJhpps8.&8s c mkff parfir miwkqmWieWer.asp Oddv*dvP mW7Q3gHM-M6eP1 eE5op1/y1v4NPOPN4VdrDRGXVW... W COUNTRY USA INC. Construction & Developments 7300 SW 100 CT MUM FL 33173 PH: 786-897-5557 E-mail hugolepre@hotmail.com Licensed&Insured Date: 01-13-2016 State Of Florida County of Dade Before me this day personally appeared Hugo P.Lepre,who,being duly sworn,deposes and says: That he or she will be the only person worldng on the project located at: 70 NW. 103 St., Miami shores,Fl.,33150 Sworn to(or affirmed) and subscribed before me this—1 day of JA"VAr 20 ,by Personallykn _ Or Produced identification Type of identification Produced l Notary Public State of Flori a Carlos Merida a My Commission EE 871723 Print,Type or Stamp Name of Notary. ♦SORES jI l s� Miami shores Village Building Department k7'ES rN 0050 N.E.2nd Avenue �lpR�pA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 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 officers 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. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ftA 16 �. Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this (� day of '20 1" By t JVN L 145'�M�f . kn ±' rsonally known me or has produced as ide i Notary: Notary Public State of Florida r}4 Carlos Merida SEAL: , v My Commission EE 871723 Expires 02105/2017 ® � Page 1 of 1 JAN �U16 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ C0RP0R,AT10N 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 17796-1102 Date Requested: 1/6/2016 7:42:45 AM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey ECO WINDOWS ECO WINDOWS 9114nw106st 9114nw106st Medley, FL 33178 Medley, FL 33178 Project Address: 70 NW 103 ST Job Name: 70 NW 103 ST MIAMI SHORES FL 33150 Wind Load Analysis for components and cladding with Project Information impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category C Trib.Area(ft Z) Zone 4 Zone 5 Roof Type Sloped 10 +40.1 -43.5 +40.1 -53.6 Mean Roof Height 15.00 ft LC NE 4'`? d-10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft 'LSPiE HEIGHT-H'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A General Calculati ons 0 5 Directionality Factor(Kd) 0.85 �~ Velocity Pressure Coefficient(Kh) 0.85 ' Velocity Pressure Coefficient(Kz) 0.85 y •J �µ' Topographical Factor(Kzt) 1.00 • • • ...... Valid Orgy with fMiin�e�er's Seal Velocity Pressure(Qh) 56.6 psf ••.•.. • Velocity Pressure(Qz) 56.6 psf :9009: Gcp Zone 4 +1.00,-1.10 ••••• :""' Gcp Zone 5 +1.00,-1.40 •, •,�• 9" "•'• Notes: • •�� ••..,� Based on data provided by the client. Ultimate wind speed ••• : .�, . ;°••• used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by JA 0.6 multiplication factor. ©2016, Copyright AI-Farooq Corporation CAN (EB)#3538 . . ... . . . ... -� c .. .. . . . .. .. . . . ... . . . . ... ' ' see ' ' see •' ' MIAMI-DADF.COUNTY MIAMI-DADED ' ' •• �,� ' ' ' ' • • • It(=DUCT CONTROL SECTION ' 6:0 • 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(I2ER) Miami,Florida 33175-2474 •'• T(786)315-2590 F(786)315-2599 BOARD AND CODE ADMINISTRATION DIVISION •• • • • •• ,• NOTICE OF ACCEPTANCE OA) s•e ;•: 9• 3Dnv.n1laniidade.gov/eC0110mY .. . . . . . ... .. Clopay Building Products Company 8585 Duke Boulevard Mason,01145040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction Miami-Dade County RER-Product Control materials.The documentation submitted has been reviewed and accepted by Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the.use of such product or material within their,jurisdiction.RER reserves the right to revoke this acceptance,.if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:2"EPS Insulated Steel Sectional Garage Door up to 9'-0,, Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT:Drawing No. 101703,titled"HDG/HDGL, 66/68,4300/01,4310/67/141)CiL, 4400/01,II ModcW', sheet l of 1,dated 11/19/1996,with revision 7 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing rcferenco number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the-door's side track, bottom angle,or inner surface of a panel. REWAL of this NOA shall be considered after a renewal application has been filed and there has been no change NE 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 NOk 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#12-0710.06 and consists of this page I and evidence page)✓-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-0225.06 Expiration Date:September 20,2017 1A I. COUNTY Approval Date:May 7,2015 Page 1 % ... . . . % .. . . . . . . . . . . . . . ... . . . . ... Clopay Building Products Company . . . . . . . . . .. . • • • •• NOTICE OF ACCEPTA kik- FVIBFNCE;SUbIfIITTED A. DRAWINGS •• •• ••• •• 1. Drawing No. 101703 titled"HUG44Du;, c6/Y8'Q3ODA)1,43.10/67/IIDGL, 4400/01,H Models,sheet 1 of 1,dated 1 U19P/'i A,withrcrAsion:-4dat+ad'2/2015,prepared by Clopay Building Products Company,signed and scaled by Scott Hamilton,P.E. 13. TESTS "Submitted tinder NDA#09-0929.10" 1. Test report on Forced Entry Test,per FBC,TAS 202-94,prepared by American Test Lab,Inc., Test Report No.ATLNC 0428,01-09,dated 06/03/2009,signed and sealed by David W. Johnson,P.E. "Submitted under NOA #07-0807.14" 2. 'rest reports on 1)Uniform Static Air Pressure-Test,Loading per FBC TAS 202, 2)Large Missile Impact Test,per FBC•TAS 201, 3)Cyclic Wind Pressure Test,Loading per FISC TAS 203, along with marked-up drawings,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0823.01-06,dated 12/18/2006,signed and sealed by David W.Johnson,P.E. C. CALCULATIONS "Submitted tinder NOA #07-0807.14" 1. Anchoring calculations,prepared by Clopay Building Products Company, dated 07/3012007, signed and scaled by Scott Hamilton,P.E. D. QUALI'T'Y ASSURANCE 1.. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS "Submtitted under NOA #07-0807.14" 1. Tensile Test,per ASTM E8,Reports No.HETI-06-7604/605/606,prepared by Hurricane Engineering&Testing, Inc., dated 09/22/2006,signed and scaled by Rafael E.Droz-Scda, P.E. 2. Corrosion Resistance Salt Spray Test,per ASTM Bl 17,Report No.30160-04-63365, prepared by Stork Twin City Testing Corporation,dated 01/26/2005, signed by John D.Lee, P.E. 3. Ignition Properties of Plastics Test,per ASTM D1.929,Report No 3082959-500, prepared by Intertek Testing Services NA,Inc., dated 09/16/2005,signed by Anthony Pcnaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No.3094867SA'1'-001,dated 04/13/2006, prepared by Intertek Testing Services,NA,Inc.,signed by Javier Trevino and Anthony Pcnaloza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5111 edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest,issued by Clopay Building Products Company,dated 07/06/2012,signed and sealed by Scott 51osM. ,P.E. "Submitted under NOA #12-0710.06" o loo Ctrera,P.E. Product Control Examiner NOA No.15-0225,06 Expiration Date:September 20,2017 Approval Date:May 7,2015 r-I d vAVMN ttNl t-1NWC1wC-� -_. CLOP AY MODELS 4300, 3l 4310 4400 4401 HOG HDGL "h ' •nm, Are Nnm<oasA nwl arta mx,K Tnp 1NM :xa INN..xm o-.a wr.,os e•w CLOPAY MQDELS H400 H401 H300 11 1. H310 S{ClION a s a ao1 pn•.Kpce a:a nT y R ,:n A a.>wriw HQl MES P. LS 66. 67. b8. X700 6201 6203 ` /31/2006 m _ I*DmWZG.WS 1RACN SUPPORT D, r4 rlr w lov+.w4 a1 an,0 me TRACK CONFIGURATION R MOR PSiZ ER(10%otp a,may„ m iP,,,<„-im:.owwax N,.aoa<. 2'a 3•.O.OSS'"GAVAMW STEEL 1TNCKER PLATES ATTACHED TO rnaA •e• _ WRt'N'PPOSt COII[fl IPNO r MR.OV O/OR Wulu•.CC SLVLVLtt DDDR SLM IAM PARENTED T00=L-lOt SYSTEM jWi VISIBLE tNOY " 1O�` SAAL o0D4s OKP 9•wG< OIR9DE).RER60RCE.ENT PLATES ARE LOCATED AT IKE TOP AND BOT]OY Of FACN$CGI GN a EACH NIxOE LOCATION. 1 AIMI ....-A ®OPDOt<t:ONC RON of• ACT-AF6RMAY I \ 11MCK•^T GtED TO Mi. F6T gAT410 W UM TOP SECION(SYONN) J� MDR-70-1MC-TOP 6LC110M(ALT ) IS fN.Gi.32R iIAI BACK/i.GCN fwt]CIdD /.y, %y, /•x i y, 4z NTE 5 to-I/2'.It: 0.1BB�_ / 1 No mN VGA pl sllc<1-,/2•WDOR IAO solus. _ gA7tlG 5 MJECT9r1 MOLDED GE LWV NTC 9U12y71 NI APP0.0yE0 CCR NAME u, •\ Ct¢�2tOHT•t' %1 RFK _ ACCOROLVCE INN 8C/FCC 2818 _,i YEROfN 1PACS Al1MHE0 10 rCPYCMA - •--r FF ME SECTION B-S EOR ASSEU@_Y 0""" N P.yi RE9SlAM Q SSGamOK SIRIIG'IIPA iRY%A91M(B I/<'J/a'1PNt SKITS. T-0 Ta -1 2 1 - i tt :•r- i II'u ONE-ntCL IWECTON SJCO`8 fEAuxT. T • -1 0 - - �'i.' � DC IyE'TU - p FRAME i Cu31KG -_ 8-fi tp 3=1 2' 10• .Ta SB 82 _ - - �S -•-'�;�M---., _- '•-_� g 7•CAV.STEEL TRACK PAZrt.M 10 FRANC ;RACK lHOK1354'.Dao'. u --" ' y, P LRA POSR¢.(80tH LGES}SEC - I �( ___ _ u'WT Of WI LEEK fOR OCWB. fASTLxxfD t0 FPAVE WN 10-0 it -1 1 38. 82 A- "101 X :)r _ ''I �} DOU3LE IICPoZCNTAL 12'-0 E38' -6/ •• �. 8... 1 - --"" `- r•. - 11 1 TABLE 1 TABLE 2 Y 7RAcx 12._a• s-1 2 lo• x 58 B7 1 S _ riT___ijl,,r�.-=:�PT�ti-•-: {r e I INSGM- KETAL OESCRP[ION �y 14 r, r I DOOR HEIEHi SEC110NS uDOR V00.rL D ' 1'• 1 - +: Sa' S8 87" I 130 L - <100 N}00 NDG BE 8700 77 GA NW.Ex1ERQR SK V SNORE RNSCC V ffl m,R F Tn,EK <-C 112 3 0 34 S8 6] 106 13 'J•Y--•_.'.''v:__�-'Vy'J•r'e=4'tya++"-___� 2<W YLV.O NA-0i SR^+,SNORT RAS[0 PANEL -aa 4100 IN00 N A Ittw N'ADRODY CPix)N 1• -1 A 7'3'TO B'9' $ N 1 W 1 N A 2a GA U,W.EICfR10R SNW'RUT4.P4'Et 'xY 3- -1/7' 9K w.<.w nr. �� 4301 N301 8201 27 Gi.twl.txItROK SKW;FLUSH PANE _- g'-0 136• -, 1Ca 1 150•' W.X.pUO�'N01H-8-0• 9'0'TCI 10'6' 6 NOOL.87,82Q] Y]GA.NW.CIRCROR-1.WIDE PNSEC PAO+CL ONSIDE nRKTON 10.9'TO 12'3 7 3f0 H •� lTP,2-1/7•.12 GA CAV.STEEL TRACK BRACKET. 12'6' TO 14.0' _ 8 zK' K (a)iRAIX @PACKETS PER SIDE((Up TO 8'NY•IE)• 9 PA(�(�TJ�SLE$� (S)SRA^,K BNCKE75 PER S'iDE(uP TO 10' YI•P wtt<PCHO[3 16.0• 10 fCTIDN A-A (8)tRAG(BRACKETS PER SDE(IJP TO 12'NON) piKO KRixH 1PKK a cD01p(r11;Nth the Flo" jn TRACK BRACKETS PER SAE OUP TO 15'.MGH) aAt> old E 'AK SECTION HEIGHT,21• Cper C@)T4ACK BRACKETS PER SIDE NP TO 1a'MGM). �„ s'"nE n1,;oKtF.Ime<.Y./trPNu;es � � O6 FREPARA'fION QE JAMBS 1•�IJ�FIRERS rAOMr No aAal sxw or mat Aouepdac(p �)7 a�`ipT EMc1Vxs fMIE-THC DESIGN M TME SVPPDRTWC SIRUCIU ELEMENTS L c'ntx� mOt0.K� 2' eI�AKO[l OKPBtnrNe [It put[N TA2 MVAX[ BE ME RESPONA041A OF THE OFfSSMA,OF Rtl•D•'•I TIE • •••• !8lLLD'NG OR SiRUCiIAE AVDM nC•OROM'CE MIN CURRENT BUR:OIWZ • slt �.°�f+.•EBi'N va,90c Nst�AaO11 R,A tEo B7 CODES FOR THE LOADS 0 oN X15 DRKA"N'c. •• • • •R-E Y}E OF 0000. WTERIpR S -EKNI � t • • • • foo l p2Ci¢1 0,I KML llsr er A SI(omn'UYA) FAEIUNEp e•PR R.8a�x�1F• ^^I^' KF 0p0i ExtERIDT SRR HN E�1 `t.O'Smm NC m/ICER+ •••••• M,.> „ /W,_ HORYGY�A��taAl JAVB •moo** -4'NRL Twv.xYto-oK ) (2)„u wY.seR ra JAMB f0 SUPPORTING STRLICI'4RF ATTACHMENT ••• (HD tow rR DOORI POtYfSNR PM1C0 TOP - RKLRK.-Am D-,/T• .' • _ a EOSREIOI s00,w0,. w NIf1 v:M UkN:nt ! • •••• 2-3/<'� 2-I/4'CY,I f-ve SKEET 10--�u ME LOAD FROM THE COOK IS TRANSFERRED TO ME TRACK AND THEN FROM THE TRACT(T,,7NE 2<6 *0* ••• • • Amu SCMVY. VERT SYP(rJ4CE I2 OR BE71ERi JAU35.ND TOAD FROM INC 11ocl4 6 TRANSFERREO TO TIiC • • • 6RCv1r3-VB•SHEET WAL I _ HORIZONTAL(lop)JAkB I.GA OUY.mu-NKE 2, AIL JAN$FASTENERS MAY BE(BUT ARE NOT REGAiEO TO BC)CGNTEASWK TO PROVIDE A FLUSH 000 •••• • ••• CKH MAGE FASTEUEI t0[M0 YOUMWG SURFACE• FASTENER • • 7-1/2' OwuL Ah ST&ES NNN(41 E1a1 6 /6' 3. A 7/}STRESS MCRFASE FOR WIND LOAD WAS 19'ED W THE cXCUu7*N Of ALLOWABLE LOADS FOR•••• TYPE •9 • • 000 L _ GeKKV[ Al SNRT f.,�ElkM0 AtCHORS AND FASIENERS FOR STEEL CCNCREIE AND vASONRY. • • • o /4•.Nr IN TAPPWc XReKi SEE YIm V. •• • •• • • •••• tAPPMY s uvs p W060 FRAME BUILDINGS STUD N'NL4 OF DOOR OPENING SNAIL BE SIRES SOW D!NOT TETT Qw 00 PSI OUA! PE iRZ.E .M pp • ffiIY.B: yE1LC (GRADE 12 OR BETTER)WOOD STUDS Di A SI 044 OROS NO[LESS INAV 7700 1'9 NOM1:N.EX'RfME nSE1• •C • • -`. }'TAU..20 GA My.STEEL S]RE55 W BENDING(Fa.STIR WALLS TO f5 CONRIWWS fYOU f00t0iC lb TIE RFAJtS. • • • V1 FW 'B• u_SAR.TWO o-o+xs PER • • • • 0000 SECTION,EACH U-FwlLOCK VVMLA, OR CON R •••••• ATTACKED WITH 1/a•JN'SELF 2.8 SYP(GRACE!2 OR BETTER).000 JAMB SKALL 8E ANCHOR['10 CROUI T&WFORCED BLACK HALL OT 2.5 vmrrM JAU3 • • ,APPAL SCREWS.(2)SCNttK �Npy Cfx UNH.BLOCK WALL[CRS SHNI tY FtUO MYX DENDRITE AND REWFCACED KOH RFNFORdIl� AT EACH ETSO ASD IMERUEG BARS EKfENOWG INTO THE FOOTING MO WTO RE BEANS.ALL BARS SHAL BE CONTWUWS ER011 THE OE • • •••• F JAMB CONFIGURAL TUN SDl[LOCA•IW+. BEANS TO POD7ING PER BLOCK WPiI OR CONCRETE COtuV BLOCK WALLS X40 CONCRETE COLUM S TO @E •• •d•• • • BEAUS BY THE BUILD"ENGINEER OR MCNREC'OF RECORD. • • • 2.6 WOOD JN+B STOP YOIAOB4G BT DOOR LVSTARER(iD RUT)- 1]cA.(0018•MIK)W7TWKR STEEL. •• 1 NED s,Px(pRNAnc wA11DT W-In c-ao la ca GACVM+�D TIER ENO STILE(ATLCHED*""TAE u,rt CYN.gVED-OI PRaIER AWA 6 JAVIB TO SUPPORTING STRUCTt�RF ATTACHMENT FACtUNT INSTALLED/e-18 K 1/2'WAFER-MEAD SCBE.M9 BANIo-Ox POtT[401 PN'I7F010P j FURTHER SECURED UPON M$TAfATKIN WITH HINGE SOWS. Cal APAU[0 t0 80tH PMS D< (107 TO @E USED FOR ATTACHMEV-OF 1RMX BRACKETS SlE0.SKN. MA1t:C 12 G0.GµV STEEL VCA Buy.INR MtIC r BTAC.Lt. ., . OAC TRACK BRACKET AnACxEO WO„P)f,1.5/C Sn[R NE1u i,f f DISTANCE RSTEEL FASTENED RA HOOD JAYS SC'0.W5. �(' •_• IILTTELN WARNERS MIN ONE S/ FASTEACRS RFOtIREOT 51000 LSC SCREW PER YIK,8 W QALY YMI L MIR HOS[ -uU•UMIAI[xIY1SOM i vV'L afA[NERSfRIP. /`\` BU20 CK. I(f.3"(1-T/0 EP@EO)IOW TMCON CONCRETE ANCHOR(2-1/2•UUL EDGE CSLVCE) 10-1/1� t'O.D. BPACKEI. rASR,ED 10 MERCR SAw/RAC4ER PLATE Ntll ��9U1C7 GK 1 OR 2'W.V.BRAC TRAtt< IO(,aS/e'SMRT UETA St"EMI O•.N 3 PS w NC f< :4 t• 1 NBEO 1 W tARfAN C RF Z-1 2 4LV.E E O AVCE _- 2A 1 0A. FASfEAED TO 117ACK 7/16'RCIF®IAtfNll1T 5 u13tnU0,F LV11 ROLILR Se1FT '' W. 0 `lE 1 7 K a -1/ W'i SYPSON HDVG-TIE DOGE-ALL WFOGE ANC Mp:. CE JI-1 I I to D SRACCQS.EACH BRACKET .N. SCREW' ARTY 1 GRAD_ 2-1 1 wN OGE 5tNK Ia 7 O. ATTACKED MTM LAVE ♦G GLLY.51[4 Eco rmIGF SASIENCO W ENG 514[5 K/(4)fACN NSD.E E 1 v♦ 1- 8' N lAft_ _ _t 2 YW.F DI fAKCE 2i If Ep t//-61C BUT&NIR OS 1,<.6/8'KNEE,.-SCREWS x(1)1/a'SELF TAPPAG SCR_'M I1a5 PRODUCT cc d'oANS.TO TM- 2. .St wN. YAN- TWO 1/a'WPE'S. 2.10 BNL StCEt ROLLER(1-3/t8'9/16•.i)AIRII REDUSYYENR 0°}iHF 204C FRC f'Ufft u12MOR/saE•D7ARIaG FWf BO1tOU At NO YORE TItVt Nati Of MAANMI ON[L111ER OISdNC6- v STEEL OR MLOs TFL hK0 1M tiM EDMON'FbG'. IION(4JtKNORJSOR[r ASIAl4W AT LE151 AS tRGH AS INC 0008 OPEN4✓±MIOR. -..N� - f F Clopay N/" 9'D N.TBUI DESIGN LOAO$:._t4:S.Dff, 0, ¢f,''-60.0 : aAPAT BUILaI+e PROOxrsc'wNIF s ases NUKEmv.t4+C[R � +:1 u+sul.Oxsc'rt wAPLTw,P[ �7 L YtldiFgBRONVA P.L N4 611m ampon - - 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.miamidade.$ov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER•- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(hr Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared U3WFaroo Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade:County Product Controf Revision stamp with the Notice of Acceptance number and expiration date by:!t.lfiami+tde:County...; Product Control Section. ; aile Impact LABELING a h unsha 1 beard a eermanent Ilabels w th p Resistant •••• 00000 • the manufacturer's name SOr logo, ty,.state,.�;0. model/series, and following statement: "Miami-Dade County Product Control Ap}rpvyoP, unlWe.gtherwise...... noted herein. 0000900 . RENEWAL of this NOA shall be considered after a renewal application has been filed ;nd thrre,A�been""" no change in the applicable building code negatively affecting the performance of this product. ' :Seto* TERMINATION of this NOA will occur after the expiration date or if there has been a revisi8Z p'1 change in the materials,use, and/or manufacture of the product or process.Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user: by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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. MIAMI•DADE couNTY (NOA NQS 15.0406.12; xpE-pira-tion Date: April 08,2019 �--,Approval Date: July 02,2015 f — __—---- -Page-1 , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-11317.02) 2. Drawing No. W09.08,titled"Eco-Guard Series.100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted tinder NOA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-9e•••. along with installation diagram of a 106-1/2" wide x 76" high EGO-Guard YOries.l Obe•;:• .00 aluminum single hung window, prepared by Hurricane Englt)%=g &;FeSdAg Inc....:. Test Report No. HETI-08-2166A, dated 12/15/09, signed an&49ied by Candido 1;....; Font,P.E. (Submitted underMA No.�0224.07f .... . ..... 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2Q J;�}• .... ..:..' 2) Cyclic Wind Pressure Loading per FBC,TAS*20-94 ..:• ••••;• along with installation diagram of a 106-1/2" wide x 76" higb;Eq@.Guard Series-100 •. aluminum single hung window, prepared by Hurricane Engineering &Tstbong In Test Report No. HETI-08-2166C, dated 12/ 15/09, signed am4,Seated by.QWdido 1;.... Font,P.E. (Submitted under NOA No. VA0224.07) 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 installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.022407) Q Ma"9 ez,P.E. Product CohtEoxaminer NOA No. 15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1CONT1NUEDl 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS .... 1. Statement letter of conformance,complying with FBC-5"Edifio;R014),'an&J no ease:* financial interest, dated March 17,2015,issued by Al-Farooq CQrpdratioltsiowd and sealed by Javad Ahmad,P.E. 9810" '""' 2. Laboratory compliance letters for Test Report No. FTL-7635„�i ped by.Fenestratiov Testing Laboratory,Inc.,dated 12/09/14,signed and sealed b3"➢ riin D.)fru-son,P.13.-:•- (Submitted under previous NOA No. 14.0317.02) •••••• *see 9898' 3. Proposal issued by the Product Control Section, dated 03/25/T31 signed•Uy Jaime'': Gascon,P.E.,Product Control Section Supervisor. • (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08.1%9A! •';•. •' HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by• HuTricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candida F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel r P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 ApprovaI Date: Judy 02,2015 E-2 MIAM I•DADE MIAMI-DADE COUNTY Ema 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.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a 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 revises and renews NOA No. 13-0206.07 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. NOA No.15.0406.10 MIAMIDAoeCOUNTY Expiration Date: May 19,2021 // p $ Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. WI1-05, 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 per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS - 0000 1. Anchor verification calculations and structural analysis, complying wall•.F.BC 5....•• Edition (2014), prepared by Al-Farooq Corporation, dated W7;15 aid 06/23/15, 0000.. signed and sealed by Javad Ahmad,P.E. •••;•• .00.:0 2. Glazing complies with ASTM E1300-09 • 0000.. 0000 . - 0 0000.. 0000 0 00000 0000.. 0000 D. QUALITY ASSURANCE • 0000. 1. Miami-Dade Department of Regulatory and Economic Resourt es-(I2ER) --:- :00:0: • - - - E. MATERIAL CERTIFICATIONS ..0.0. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray %vfedica, IrJ,�,.for their•••; "Kuraray Autacite®PVB Glass Interlayer"dated 04/25/15, expiring on-1.2/1-01/16. 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-5t" Edition (2014), and of no fmancial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. - 4444 . . 4944 4444.. 4444.. 444.9. 4444 94444• 4444 . 4444. 4444.. 4444 4444. .. 99 4444 4444.. 4444.. 4444.. . . 4444.. .. . 4944 . 4 . 4 Manuel Ppla,P.E. Product Contro Ex finer NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 c c - MIAMI•DADE MIAMI-DADE COUNTY MINE 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.miamidade.eoy/economy Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County r19duct Control Revision stamp with the Notice of Acceptance number and expiration date by the MiaN-Jgade ...... County Product Control Section. •• ' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant . ...... . . . LABELING: Each unit shall bear a permanent label with the manufacturer's pow or logo, city, stag""; modellseries, and following statement: "Miami-Dade County Product Control Approved", u&8ss%erwica:.• noted herein. 00.00. 1•'• 00000 RENEWAL of this NOA shall be considered after a renewal application has been fired and dere has been no change in the applicable building code negatively affecting the performance oJV;p9loduct, TERMINATION of this NOA will occur after the expiration date or if there has bee�a revieiOn or chanae in the materials, use, and/or manufacture of the.product or process. Misuse of this NIOA as ap•eldgjrsemertt • of any product, for sales, advertising or any other purposes shall automatically terminate this MA'Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 NAMt•DADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 Page 1 c Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX alumir"zi. horizontal sliding window,prepared by Hurricane Engineering&i; esting,•axle;Test.... ;• Report No.HETI-08-2226A,dated 01/15/09, signed and sealetrby CandtdQ?«�bnt, •. ...... . ...... P.E. • (Submitted under NOA#09-0312.08) •••"' 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2G11.94 ::600:6 ••••• 2)Cyclic Wind Pressure Loading per FBC,?A$-213-94 ;••• ••'••• along with marked-up drawings and installation diagram of a'XUX alumihV& '•••" horizontal sliding window,prepared by Hurricane Engineerirr S;Nesting,Iric,,Test,,..,:. Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candktd F Font,. P.E. .. .... (Submitted under NOA#09-0312.08) •• • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTHtuED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09,signed and sealed by Candido F. Font, F.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BHETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,.In Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by.Candic�tq F.!+'ont, ......0 P.E. .. . 0000.. 00 (Submitted under NOA#09-0312.08) •""' 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2t?l M4 000000 2)Cyclic Wind Pressure Loading per FBC,TZX�fl3-94;....0 06:606 along with marked-up drawings and installation diagram of a.YQQY*aluminwn. .00.0 horizontal sliding window,prepared by Hurricane Engineering�&0fiesting-;nc.,Tests.O•; Report No. HETI-08-2230A,dated 01/15/09, signed and sealddb):Candido F.Font, '. . . . . 0000.. P.E. 0 ...... 00 (Submitted under NOA#09-0312.08) ' ' 0000 a 0 0 .. 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 00 0 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tender NOA#09 031.2.08) Manuel Pgfe4p.E. Product ControlY5728.05 iner NOA No. Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SenttyGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER does 1. Notice of Acceptance No. 143-0317.01,issued to Eco Wind9w Systems'"C'for tb ". Series"Eco-Guard 200"Aluminum Horizontal Rolling Win&&-%L.M.k",�aPproved • on 04/10/14 and expiring on 05/27/14. •••••• •"•"` .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... . . ...... •• • •.•• . . Manuel a z,P.E. Product Contr 1 caminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 M IAM I-DARE 1•IIAiIII--DADE COUNTY,FLORIDA illll�l PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) ww,%v.miamidade.eov/emnomv Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of 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 includin _theHigh_YqlocitrIIurricane Zone. DESCRIPTIOMSeries"ECO-Guard Clipped"Aluminum.-Tube Mullion--L.M.I,.i APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "AIuminum Tube Mullion"'-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by:�)-Faroocl •• Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade*CA*Product•Control •• Section Approval stamp with the Notice of Acceptance number and Approval date-by the Wahl?-Dade ... County Product Control Section. _ - •••••• MISSILEIMPACT RATIlYG:Large and Small NLssile ImlfactResistant ." :...:. ' LABELING: Each unit shall bear a permanent label -with the manufacturer's vame.er logo, r,4. state,.:..* series, and following statement: "Miami----Dade County Product Control Approved►' usrless otherUse noted..... herein. • .. RENEWAL of this NOA shall be considered after a renewal application has beef filedand t�@"gas beer" no change in the applicable building code negatively affecting the performance of ftj�r¢duct. :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revisicxr 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. --�NOA No. 14-0529.1.6 MIAhtNDADE COUNTY 4 S" � 1Cxpiration Date: October 23,201 t i Approval Date: October 23,2Q144 ---_ Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressurd Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering • & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both 0000 _ dated 01/15/09,signed and sealed by Candido F. Font,P. E. •••••• •••••• 4. Test reports on: 1) tkir Infiltration Test,per FBC,TAS 202-94--• 0 6 .• 2) Uniform Static Air Pressure Test,Loading*p0:FBC,T SS 2.0.2-94•••• • 3) Water Resistance Test,per FBC,TAS 2020—DY•• 0 ID 4) Forced Entry Test,per FBC 2411.3.2.1,a�.TAS 202-=94•:• • • 0000. along with marked—up drawings and installation diagram .aft a.clipped"ninuv.;6•• mullion single hung window,prepared by Hurricane Engineering•&Testing 4nc.,Test•... Report No. HETI-082166A, dated 01/15/09, signed and sedled:bt Candid8 F. Font, •, • . . 00.69. . . 0000.. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5tb 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. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 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 liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. ' 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, HETI-08-2192B,2192B, HETI-08 2166A and HE T"8-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. •••• • ••••• to • to • r 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 4 O 7 GENERAL NOTE: cWHWW Natm 1"x 3"ALUM.MULLION N.O.A.14-0529.16 JNOTPARTZ -ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20"AND ® FLORIDA THE HEIGHT SHALL NOT BE LESS THAN 24" . THE BOTTOM OF THE OPENING SHALL NOT BE MORE CM WINDOW THAN 44"ABOVE FINISHED FLOOR. _WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCT CONTROLS. BATH KITCHEN O ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 11 BEDROOM THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. O LIVING Z LO ui M w M NOT PART J OF PERMIT LGARAJGE C) LL. Q BEDROOM 1 2 J w O O l 0 •Ts• r• r/� • • j .•• 0.. Zi. .. • •• • I` O 13 O3 • . g Q•• . .. WINDOWS AND DOORS SCHEDULE •�••• •.••. .. MARKFRAME PANEL TESTED WINDOW PRESSURE(P.S.F.) • DESCRIPTION GLASS TINT. COLOR STYLE WIDTH X HEIGTH MANUFJ MODEL N.O.A. • •••• •• • ••.••• OALUMINUM SINGLE HUNG LAM.INSUL. ECO WINDOWS +75 i • (TYPE"C LOW-E WHITE XO 37"x 63" SERIES 100 -90 15-0406.12 • •• 00000••• • •• WINDOW IMPACT RESISTANT OALUMINUM SINGLE HUNG LAM.INSUL. ECO WINDOWS +75 • LOW-E WHITE XO 37"x 63" 15-0406.12 JAN 14 2 16 •.•. WINDOW IMPACT RESISTANT (TYPE"C SERIES 100 -90 . • • 3 GARAGE DOOR WHITE 96"x 84" +50-60J OALUMINUM HORIZONTAL ROLLING LAM.INSUL. LOW-E WHITE XO 37"x38 3/8" .05 ECO WINDOWS +70 15-0728 WINDOW IMPACT RESISTANT (TYPE"C") SERIES 200 -80 Na' R C111/11 "• Dab OALUMINUM HORIZONTAL ROLLING LAM.INSUL. LOW-E WHITE XO 3T x 38 318" SECO ERIES 200 WS +80 15-0728.05 ^`� ��pl � WINDOW IMPACT RESISTANT (TYPE"C") OALUMINUM HORIZONTAL ROLLING LAM.INSUL. LOW-E WHITE XO 37"x50518" ECO WINDOWS +70 15-0728.05 VVVVVV �iamiShore�Villa a PERMIT WINDOW IMPACT RESISTANT (TYPE"C") SERIES 200 -80 O ALUMINUM HORIZONTAL ROLLING LAM.INSUL. LOWE WHITE XO (2)72"x 50 5/6" ECO WINDOWS +70 15 0728.05 T �A� - WINDOW IMPACT RESISTANT (TYPE"C") OX SERIES 200 -80 APPROVED O ALUMINUM HORIZONTAL ROLLING LAMINSUL. LOW-E WHITE XOX 84"x 50 5/8" ECO SERIES 200 WS +70 -80 15-0728.05 ZONING DEPT �. WINDOW IMPACT RESISTANT (TYPE O �, I/V ALUMINUM HORIZONTAL ROLLING LAM.INSUL. ECO WINDOWS +70 FLOOR PLAN 38 3/8"LOW-E WHITE XO 37"x15-0728.05 WINDOW IMPACT RESISTANT (TYPE"C� SERIES 200 -80 E3LDG DEPT SCHEDULE ALUMINUM CASEMENT LAM.INSUL. ECO WINDOWS +70 WINDOW IMPACT RESISTANT ERAL 10 (-HYPE-AA,) LOW-E WHITE XL 37"x 50 5/8" SERIES 500 -75 15-0406.10 ;l)FiJFCT TO COMPLYANCE WITH AL1-FED • 11 ALUMINUM HORIZONTAL ROLLING LAM.INSUL. LOW-E WHITE XO 37"x 50 5/8" ECO WINDOWS +70 15-0728.05 ;7nTE nND COUNTY RULES AN REGULATIONS WINDOW IMPACT RESISTANT (TYPE-C") SERIES 200 -80 � jam ALUMINUM HORIZONTAL ROLLING LAM.INSUL. ECO WINDOWS +70 � 12 (TYPE-C.) LOW-E WHITE XO 37"x 50 5/8" SERIES 200 -80 15-0728.05 m/Nm+s 1 WINDOW IMPACT RESISTANT ALUMINUM HORIZONTAL ROLLING LAM.INSUL. ECO WINDOWS +70 13 WINDOW IMPACT RESISTANT (TYPE"C LOW-E WHITE XO 531/8"x50518" SERIES 200 -80 15-0728.05 am rd '� General Note. 37" 37" 37' 3 1/8" CM WINDOW 4 s 38 /8" 50 /8" 50 /8" 6 k4L= 000 QTY= 3 000 ROLLING WINDOW 200 L. M. I. I— QTY= 1 z o 1 2 N. 0. A. 15-0728. 05 QTY= 3 W LO ROLLING WINDOW 200 L. M. I.ROLLING WINDOW 200 L.M. I. `') N. 0. A. 15-0728. 05 � `e' QTY= 2 N. 0. A. 15-0728. 05 U -j ROLLING WINDOW 100 L.M. I. Q U- N. O. A. 15-0406. 12 t- w LU co ,w a Q••�•, • •• • s • • 9 •e• Z••'<•• • •• 1"x 3" ALUM.MULLION :e. c:, Q • • • • .. 'teN.O.A. 14-0529.16 .. • •• •ass • •• • • 72" 72" 4' •..••. • 37" • • • • • , • •e . • • • •• • loll ••o s 50 /8" 38 se' 50 /8e. a No. Date S.aLJLJ �. PERMIT 7O O 10 QTY= 1 QTY= 1 QTY= 1 ROLLING WINDOW 200 L. M. I. CASEMENT 500 L. M. I. ROLLING WINDOW 200 L.M. I. N. 0.A. 15-0728. 05 N. 0. A. 15-0406. 10 WINDOWS N. O. A. 15-0728. 05 ELEVATIONS a— S k mm aft m�ehm. Sea. r V � 53 1 8" LU 00 / 53 1/8" m mo WINDOW WIDTH WINDOW WIDTH I rn 47 3/8" 47 3/8" Z % D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) a I 6" MAX. 12" MAX. 6" MAX. 12" MAX. w ar IL N HEAD A HEAD m w HEAD HEADm w 9 0 U CORNERS ¢ CORNERS A z <� a U to V N Q LL - - C � _- - N W I I I I I I I r I I cf m a to SWEEP LATCHES 4 — jr----j ----T--- ~ a AT 12-1/2" F_ II �i {I J FROM ENDS I I I 3 4 i B i i I TYP. X j t� j 1 LL z to �- o I II 3: 1 0 M m Ww N � p ��-------- ---If------ O Z li V o it II f B J to w ' i t I i i 3 3 J Ln 'z o t n ao z .I H Z N o i I I I °° ! C TI•II II <r j 1 II a L••••• C3 o U) _1 3 II I+ wrc C) 6 wI�1' ••• •;• - - - - F-Sop••• •• 000000 m FALSE MUNTINS NO ANCHORS AT SILL NOANCHORS AT SILL •• _ O aM „i • • FALSE MUNTINS o r.•.�I• (SURFACE APPLIED) (SURFACE APPLIED) • •-J oo 00000 pPTIONAL 47 3/8" OPTIONAL 47 3/8" •• o Z ?;�°• ••�••• D.L.O. } D.L.O.NT {VENT} .• o- 9066:9 ( • � . SPRING LOADED LATCHES •• J v • 50 3/16" AT 7" FROM ENDS 50 3/16" • •I a • VENT WIDTH OPTIONAL TO VENT WIDTH W PECO-GUARD SERIES-100 - - SWEEP LATCHES 5� EQUAL LITES rn'• UNEQUAL LITES ORIEL TYPE :6099: ;ALUMINUM__SINGLE--DUNG IYINDOWI ( } DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS g CHARTS SHOWN ON SHEETS 2. TESTED UNITS z " APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o N N COM8INATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o o R o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING E o a W MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c a� m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o o q H HURRICANE ZONE (HVHZ). y o 0 0 0 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS � THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. En r. JAVAO AHMAO C EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9 M _ L a al ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA. ISE # 70592 0 NOT PART OF THIS APPROVAL. CA.N. 38 PRODUCT'REVISED ; o a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. as complying withImFludds � � a v Building Cods+ /�r D j ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. AccepUIRceNO:a7 GA1• V 13205 drawingno. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Fe imtion Dstc "l COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE / W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. B) tvtiral Uade Product Centro ` sheet 1 of 6 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH �� w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES -- GLASS TYPE GLASS TYPES rn FLANGE DINTS. 'A', 'B' & V FLANGE DIMS. 'A' 'B' & 'C' Z WIDTH HEIGHT EXT.(+) 1NT.(-) - -- -- -- -- WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) Q 19-1/B" 75.0 90.0 75.0 90.0 75.0 90.0 �+ W Q 24" 75.0 90.0 / 24" 75.0 90.0 75.0 90.0 0 ii g 26-1/2" 75.0 90.0 // 26' 26-1/2' 75.0 90.0 _ 75.0 90.0 0 W M V 37" (3) 75.0 90.0 = - --- - 32" 50-5/8" 75A 90.0 75.0 90.0 � Q. � 32" 75.0 90.0 _ G w ` 37' (5) 75.0 90.0 75.0 90.0 x - - - c� �. 40" 75.0 90.0 = --- - 40" 75.0 90.0 75.0 90.0 0- = j O m 48' 75.0 90.0 48" 75.0 90.0 75.0 90.0 W a 0 W m 53-1/8" 75.0 90.0 I 53-1/8" 75.0 90.0 -75.0 90.0 2: 0 a�, Q O 19-1/8' 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 z 0�W M co 24 75.0 90.0 �' 24' 75.0 90.0 75.0 90.0 z~z �' ?-1 N LL Uj .. 2s-1/2" 7s.0 90.0 _ 26-1/2" 75.0 90.0 75.0 90.0 T' s W 0 0 11 32" 38-3/8" 75.0 90,0 --- 32' 63" 75.0 90.0 75.0 90.0 O ,1 �Ny 37" (4) 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 w Q W �i F 40" 75.0 90.0 40" 75.0 90.0 75.0 1 90.0_ Q 48" _ 75.0 90.0 EQUAL LITES 48" - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) 53-1/8- 75.0 90.0 53-1/8. - - 75.0 90.0 Z -j (3 0 J 19-1/8" 75,0 90.0 19-1/8" 75.0 90.0 75.0 90.0 � I 24" 75.0 90.0 - w o in _ 24'75.0 90.0 75.0 90.0 = 26-1/2" 75.0 90.0~ ai 26-1/2" 75.0 90.0 75.0 1 90.0 w = ,� 32' 50-5/8" 75.0 90.0 vi W in -, 32" 76" 75.0 90.0 75.0 90.0 9 I" 0000 •61" 37" (5) 75.0 90.0 w 37" (7) - - 75.0 90.0 • (n W 6 6 06 986696 40" - - 75.0 90.0 (� � 0 •• 40" 75.0 90.0 a - •• • LL, 00 " 48" 75.0 90.0 Of 48' - - 75.0 90.0 Z '• 00g �`- � 6966:0 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 +� •• 6N 3 :0000: 19-1/8' 75.0 90.0 z •• 22 0 -0 `% • • 24" 75.0 90.0 946 a TO QUALIFY FOR SMALL MISSILE IMPACT RATING •� Z •� o ";'•• LL .. . - 26-1/2" 75.0 90.0 O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. •• ... 66666 •v� e� 6066.. 32' %63" 75.0 90_0 0 •• � � �J Y 6• z r- 1 • 37" (6) i 75.0 90.0 I pi U W WW }W. 1/8" HEAT STREN'D. GLASS U W 09 o, 6••••6 40" 75.0 90.0 U • w • :6 0 8 6. 48" 75.0 90.0 0 5/16" AIR SPACE PRODUCTREVISED 53-1/8" 75.0 90.0 Z as complying with the Florida to 1/8" HEAT STREN'0. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS Building de 19-1/8' 75.0 90.0 in 090" Interla er Acce ceNo V";("•C..- o r� W 090' Interlayer d90" Interlayer Y nation Date 2s01 C� W 24" 75.0 90.0 z / x I- DuPont Butocite PV8 DuPont Butocite PV8 DuPont Butocite PVB N of 0 ,t U 26-1/2' 75.0 90.0 w By 'Kuraray America, Inc.' By 'Kurcray America, Inc.' By 'Kuraroy Americo, Inc.' Ely C _ x o 32 76" 75.0 90.0 a Product Il o N w 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 4 3 37" (7) 75.0 90.0 40' 75.0 90.0 - a d SILICONE W SILICONE w SILICONE m z D � 48" 75,0 90.0 Z � F z m DOW 899 z m DOW 899 z m DOW 899 53-1/8" 75.0 90.0 V (n r r W N n h t g II 16 I I I! �_ 16 ; 21 CO vi tc is ri W i a\i I I I \ y i O o cy I I m l 13 j 0 0 0 0 0 II II II li SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o g ' 218A ` 21 8B 2i Engr: JAVAO AHMAO cv u o CML 13 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS FLA. PE # 70592 0 WIDER THAN 36" ONLY 13 WIDER THAN 36" ONLY 24 13 ALl-_SIZES C.A.N. �G38 6 p D I o c°� t GLASS TYPE A GLASS TYPE B ',GLASS TYPE--'-C'! c H NOTE: --- GLASS CAPACITIES ON THIS SHEET ARE _GLAZING OPTIONS I 015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) �r- wag_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 a 1 BY TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING W �� v WOOD BUCK a I SEE ELEV. FOR SPACING 7XG awo 4 e ° d• a a :.e '. EDGE'OIST. METALMIAMI-DADS COUNTY APPROVED 4 ° MULLION & MULLION ANCHORSe . . . v . UCTURE EE SEPARATE NOAi v ° EDGE GIST. S EZEDGE GIST. o ,{ z O F N a Oo M o U. _ V) 17 (1) of () 5 8 90 C4 cy TYPICAL ANCHORS TYPICAL ANCHORS 0 d Q C SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 r. � QD� � 6 I I WU) - o a0 I 2O Lo II i QwmI 0 .I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J o AND TRANSFER THEM TO THE BUILDING STRUCTURE. v J h 1 Lo OPTION12 BOTTOM A LATCH L TO _ - Li TYPICAL ANCHORS:_ SEE ELEV. FOR SPACING N w M 1/4" DIA. ULTRACO_N BY 'ELCO'_(Fu=177 KSI, Fy=155 KSI) ~ ••�� = O B 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES `1 N •� •••�•• •. ...... 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) � •" ' s tai • W 4 t 4 THRU 1 BY BUCKS INTO CONC. OR MASONRY O o to ...... z X I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z ;� goo •• •• W I 18 zt 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .. z ,.� •.;••• .. a . '.o ...... DIRECTLY INTO CONC. OR MASONRY •• La. O d j • I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I• U w. . •. I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) `� w ��•'�• o I - ? 14 SMS OR SELF DRILLING-SCREWS _(GRADE 2 CRS) ' _i x INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a INTO METAL STRUCTURES i FLL 0 11 > STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) 0 .0, o C S N U w 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0 40 N ei X �' �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ZWZ 3Ir L Q N Q a 6 ii TYPICAL EDGE DT�`�ANCE QV o 11AI NTO_CONCRETE AND MASONRY = 2-1/2" MIN. >Z 1 INTO WOOD STRUCTURE = 1" MIN. 15 I C I 18 INTO METAL STRUCTURE = 3/4" MIN. 14; cd vi in N a c 2 I 14A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. �>' 6 0 0 0 0 0 2 + CONCRETE AT HEAD, SILL OR JAMBS f't: = 3000 PSI MIN. c ¢ m " w C-90 HOLLOW/FILLED NORMAL. WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED o a as complying with the Florida 6 Building Cods Engr. JAVAO AHMAO u o CML a - Ge v ACCepfanCe d o#CQ +0 6• FLA. PE # 70592 N x A a. E. Lteti Date (G�i�g C.A.N. 3538 c 4 / :v i mFly l SEALAlij NT. - 01drawing n0. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH N(09-08 JOINT SEALER. 4 4 sheet 3 of 6 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 - FY101 1 FRAME HEAD - 6063-T6 - o 2 FY115 1 FRAME SILL 6063-T6 - o 3 FY103 2 FRAME JAMB 6063--T6 - Z j 4 FY104 1 FIXED MTG. RAIL 6063-T6 - O W 5 FY105 1 VENT TOP RAIL 6063-T6 - a H a 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - Q o a 7 FY107 2 VENT SIDE RAIL ~� 6063-T6 - d � U 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - t7 8A FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - j rfN 86 FY110 AS ROD. GLAZING BEAD (iNSUL. LAM. GLASS 6063-T6 C M MIAMI-DADE COUNTY ) — _ Cf 0 W M g APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - Q LQ Q vi SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6063-T6 - C C rn oo r 11A - M 1/ LATCH LATCH SPRING ST. STEEL - w 3: N /VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. a ul H"' o 12 SL203P 2 Z M 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 - AS REQD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS --__ --- 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS M O 0 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB v J N •- 1 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB o ao 18 W23181 AS REQD. FIN SEAL W'STRIPPING — - ULTRAFAB z { ' 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS vi W (n 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW _ CRS OH SMS TYPE B ••• • ••••.. • 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI ' o V) CK CO• • • WINDOW WIDTH WINDOW WIDTH 'p 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS "00" • m �•N 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE 0 M ••••: Cs 0 ••r•i» • r 22 - 1 5/16" BOX SCREEN - OPTIONAL • Z •.LLL. ••••• 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL " 'b >y �' •'s a •• •• TYPICAL ANCHORS 24 - - 1NSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEE ELEV. FOR SPACING Q <I.-j • • • U zw • Ld ui ....•. D ...... 1/4" MAX. •• • / VENT WIDTH SHIMS as. i 1 4" MAX. 1BY 1/4" MAX o SHIM 19 WOOD BUCKSMETAL SHIM STRUCTURE r, o 18 7 20 � � oa � 20 v a TYPICAL ANCHORS g~ ~ N W SEE ELEV. AL Ir Al2 CK __ __-__ __ _ _ v., FOR SPACINGEE CE EV CHORS rFOR SPACING mz u M x __ __ __ - __ — — —p 1 22" _D U)_ _ _ _ — — — — — — — — __ CONC. OoN - - _ - _ _ = SCREEN OPTIONAL-------- 1/4" N win C a v o 0 0 0 0 MASONRY o o Pa w • a 0 w 14 EXTERIOR 3 Engr: JAVAO AHMAD Cq n o v p C9 CM: _ FLA. PE # 70592 N D.L. OPG. CAN. 35138 T c • A ... :. VV WINDOW WIDTH as complying with'the Fl de •p 4u1/ Building Code"/ .� (l"A Acceptonce lonDat +'� `1 15 drawing no. Ex itwionAatc��Q:t� 09-08 V B � Miami do Product Co Iro sheet 4 of 6 TYPICAL ANCHORS O EDGE 01ST. SEE ELEV. FOR SPACING w 00 0 TYPICAL ANCHORS METAL MIAMI—DARE COUNTY APPROVED p1 a o SEE ELEV. FOR SPACING EDGE 01ST. STRUCTURE MULLION & MULLION ANCHORS Z u\ SEE SEPARATE NOA m a ! ' ' OZ W z EDGE DIST. I" W two d a >n M 0 0 En LL 1 ti in 1 O , q � ALT- 0'°a > g OILQ4 .t TYPICAL ANCHORS O H SEE ELEV. FOR SPACING Q w 3 k LL zN —' 0 c�cc�cY� Q UZI 0 g U o � J � v J I 300 00 cn W M •• • V) • • •• ww O Oin •••••• 1/4 MAX •• •N Z •�LL 000 ••=••• • SHIMS ••• •® Z •• ••••• ALT. • y TYPICAL ANCHORS ; U a -j •• SEE ELEV. FOR SPACING4. • w W3sS..`''*• �•'••� aC C. U) 1 1 .4n' c x N x x MASONRY i o ' it ' `" 0 0 W c _n Q V r o LJ O •d N o .d z z 7 z a 0 Q r r fl ALT. � amc, ow 11 A d (n o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr- JAVAD AHMAD N o CMLj a FLA. PE # 10592 a \ ' . .... O r v 1.A v v PRODUCT REVISED C.A.N. 3538 S. d .9` as complying Avith the Florida a u L: r- o, Building Code Acceplm�ce No . 7 P ^ Ex irationvate p�,e� a f �Q1)5 drawing no. W09-08 tiu product Contr v sheet 5 of 6 2.750 1.281�{ U o I I 0 .Ob2 0 LLJ -I 114 o 1.6 8 .750 Z.078 .062 14 Q y 813 2.750 Z Q0. N 0• 2.812 1.140 O m o a FRAME HEAD np , d � 0 -1.202-1 2.061{ Q U 2.8740 0 M / �a ?m 8 Q FRAME JAMB a q Q � 0 t- 062 2.188 O QO 4 1.375 519Q W u1 1.001 394-moi I� I I 130 Z of Mg .. 1.422 045 803 .050 803 .045 SQ3 a W e� O FIX. MEETING RAIL g��l 1.047 O �I 1.047 8B �-I 1.047 U o 1.340 GLAZING BEADS3i n J in 1.434 1.250 .062 vi W r� 12.063 � I- •••Y 1.067 .062 1.140 14 •'j'j >- C) •••••• •• fiK• • • • _� ••• •w N ��••• • • I .621 O p 1) �n •••••• 1.140 =i 11�� • 0 �!-��N • • •• •N Z •.w ••••• • • 'r 5 VENT TOP RAIL �7 VENT SIDE RAIL ••� a, 3:•:sa ••••• z L .••.•• 2.027 / � �••• •= OLLJ �d M �• • 1.247 Ld ••••i• • w /, • .062 2.773 � 1.445 z 1.929 1-750 1.254 ,078 vrf it w o a W un w 0 H N F= L.963 1.140 rn c> > c� VENT CORNER DETAIL °' Z ; Z O VENT 60TTOM RAIL 11 SPRING LOADED LATCH 2.974 N p t6 d e5 O N •� 0 0 0 0 0 4 E If m cr O w .062- 3.002 Engr, JAVAD AHMAD A n o 2.688 FRAME CORNERS DETAIL CML -1 IN 2 fiA..PE 70592 062� C.A.N. 38 PRODUCT REVISED o .500 .769 as complying with Ute Florida H ` 874 t3 c=Pt g C N .46 .500 -� AccCPinrtca No y jY G'p / ri lQ� drawing no. ��--2.750 2.x11 �eLC } W09-08 FRAME SILL 23 FLUSH FRAME ADAPTER product . sheet 6 of :6::)l , I 37" O ECO—GUARD SERIES-500, WINDOW WIDTH I in ALUMINUM OUTSWING CASEMENT WINDOW 3s" a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Zr 're � COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8- C 01 J WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNTINS / .. N (SURFACE APPLIED) D.L. OPG. (A F' w N MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED co x LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A a z O c 0 WILL APPLY TO ENTIRE SYSTEM. TI `� o d III 1d, 0 IL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ti HURRICANE ZONE (HVHZ). M WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ / - 0 4 m Q a LOADS TO THE STRUCTURE. O N OC ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS C /i i D n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 / II 3 Q w WWW _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE z I 4 NOT PART OF THIS APPROVAL. w 0 / _ �n -- "I z M A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. n o Lj r �_ w ~ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. z tO o _ 114 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT J o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ a' REQUIREMENTS OF THE FLORIDA BUILDING CODE. \ii C3 Vi °a Ln ff \ B f f \ Z W THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 II \ g SHUTTERS ARE NOT REQUIRED. �_ • Utw N co � � � • • 6 POINT LOCK zEnt- ; 12" • U3M N •••••• MAX. 7" MAX. LOCKING POINTS • 0—") • • !MAXIMUM DESIGN LOAD RATING W + 70.0 PSF HEAD HEAD/SILL SEE CHART Q FOR SIZES SHOWN OR SMALLER SILL CORNERS ' } — 75.0 PSF` NO. OF WOW. HEIGHT KEEP ERS Z�j•g• ••:••' TYPICAL ELEVATION uPro AT C .a-.� ...... 38--3 8" N �� • ••••i• 1/8" TEMP. GLASS 50-5 8" 63" 5 ••••'• 3/8" AIR SPACE 76" 6 • • ta 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS " W a 'r d .090" Interlayer .090" Interloyer .090Interlayer PRODUCTREVISEI) c N N v'", c v DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PVB es complying with the Florida o N N w 8 'Kuraro America, Inc.' B 'Kurara America, Inc.' By 'Kuraray America, Inc.' Building Code a o a o a Y Y Y Y +�4 AcCeptanCOl'i`I0 • U 4 a 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS 3/16' HEAT STREN'0. GLASS fiatiottData q'/�022 U1 a a = Q) z j f a SILICONE a SILICONE SILICONE DOW CORNING 899 � ,w DOW CORNING 899 DOW CORNING 899 a�BY ProBuctContru M m a3 N '� •N `" � to m GLASS CAPACITIES ON THIS SHEET ARE 3 9 I m 5 9 9 I 8ASE0 ON ASTM E1300-09 (3 SEC. GUSTS) ' S � t7 3 '110 t , 0 38 II T came vw Ln Ln 3A ,n AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 --� 20 i 20 , i i. 20 I f n Engr. JAVAD AHMAD M p a CIVIL N Cq O O p FLA. PE # 70592 Of i o CA.M. 3538 DT 19 AT 1/4 POINTS Uj o V t w 41 ALL SIZES w •o . (ti- SETTING o SETTING BLOCKS AT INSUL. LAM. GLASS ^^� NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE `B' W1 1 _05 r GLAZING OPTIONS qj Y 3 201 sheet of 6 EDGE DIST. TYPICAL ANCHORS ] C7 SEE ELEV. 1BY FOR SPACING WOOD BUCK ''' w o METAL Fcr --------------------� 1; o Ln STRUCTURE r-------------------� 4 4. a EDGE I{ MIAMI-DADS COUNTY APPROVED {{ EDGE m v ° " 4 4 ° ° 4 DIST. I I MULLION & MULLION ANCHORS I I DIST. o Z ap � a . . a d a .p ° d,`.a 4 ° e ,' I SEE SEPARATE NOA j i� o 0 J I I n . Z {Q Z I I I' EDGE I DIST. I I °° a N a y N o CL 8 �� L --- I —————, \ O O{y M U I � W O u. 7 g 17 IVO F- O 10 � rn \ to I \ N 1 M OaQQ � 2 + TYPICAL ANCHORS N � lY TYPICAL ANCHORS i SEE ELEV. W O N SEE ELEV. $ FOR SPACING FOR SPACING Z to U. o i Quzi � Iw— � � I ' 1 "TYPICAL ANCHORS: SEE ELEV. FOR SPACING = � WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. " J J I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ��4 DIA. ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) -- J 'n AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES00 - 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ao :2o j LLJ THRU 1 BY BUCKS INTO CONC. OR MASONRY m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) } �"t' � _ ( , 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N Ofob00O 000000 O cM` es _ = o a �- DIRECTLY INTO CONC. OR MASONRY •0 dol ?i i� ••••:• o z o W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • � p :0000: z F' a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) A Z . W o g .. 00000 L 914 SMS OR SELF DRILLING SCREWS -(GRADE 2 CRS) • Z �• 06:066 INTO METAL STRUCTURES o p �r�.,: •00::0 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) t0 CD N ....:. I ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) En In INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"} o N a o j 5 (NO SHIM SPACE) ( �I N 80 0Z « it m woo III 13 TYPICAL EDGE dISTANCE a $ -4 INTO CONCRETE AND MASONRY = 2-1/2" MIN. a N IL z a 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. 10 t6 I ' CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. L08 s s o 0 + 1 + YZ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fma 2000 PSI MIN. L o a m o W I 8 4 b En9r: JAVAO AHMAD M II o I 44 d ° CML N N a a .4 °' FLA PE # 70592 0 \ C.0 3538 0 . I .4 a d. n 4 4 ° 9' PRODUCP REVISED 4 a 4 \ g $ TYPICAL ANCHORS D -- \ o 'I ' 8S complying with the Floods ° a I SEE ELEV. ° SEETAPICELEV AL ANCHORS" Building Pe(�goN ��2� ^ FOR SPACING FOR SPACING EXpl�i lletC drawing no. 22 N ZU15 W1 1 --05 EDGE DIST. I EDGE DIST. By J,1jFJPA 'Aiami ade Product Con of sheet 2 of 6 . 1/4" MAX /�[ o 1/4- MAX 11 SHIMS 1/4" MAX. Z ap SHIM (` D 1BY SHIM O 4A C 5 @ WOOD BUCK w Q 18 4 8 12 Q GI a. m p TYPICAL ANCHORS \26Y WOOD BUC SEE ELEV. R TYPICAL ANCHORS ----------SCREEN OPT. ________________ o. FOR SPACING W OD STRU URE A, SEE ELEV. FOR SPACING 1 1/2 O U I1 _ _ _ _ _ _ _ _ _ _ _ _ _ __ a ;M t� _---_ _ - - - - _-- - - -__ _ _---_ _ _--_ - - - - - - - - o aQQ vi �F bdlti— wa 1 1/4" o- O + N n: am 0 N a to VUf o. Z Iron E C 7 w ..l z 1 8 0 TYPICAL ANCHORS Q Ww EXTERIOR ; SEE ELEV. METAL FOR SPACING STRUCTURE D.L. OPG. N VENT WIDTH J v J I L WINDOW WIDTH cc W .M. �••• • N X V: •••••• • • � • • .• $• 6,0 � ••••i• ro MIAMI-DADE COUNTY APPROVED MULLION •• 40 •`� • • O-jSEE SEPARATE NOA •• Z ►4a • • TYPICAL ANCHORS •• Q. z ` •• Q � *0:00 • SEE ELEV. FOR SPACING M •g • N ••.••• I I • • • ------- I I I I • • :ease: II II 0 safe m •• II �I Li I i + W w g x _ II II � `33� ca + L--- u v � a °zaz WINDOW WIDTH WINDOW WIDTH o 9�fl � 10. "A-- Engr: JAVAO AHMAD CML "' FLA. PE #70592 N C N ., 38 PRODUCT REVISED m as complying wkh the Fla w$ v y -` v Building Cods OL r,/�/� ,�•L� Acceptance No�•Ir:d v"' 0 Gr irationDatsG►,j drawing no. r By' I Wl 1 -05 Hfam1 Ozade Product Can rol J -,2 3 20I1i (sheet 3 OL 6 0 EDGE DIST. EDGE DIST. METAL rr--,.-------------�io TYPICAL ANCHORS STRUCTURE �I MIAMI—DADS COUNTY APPROVED 1: v SEE ELEV. FOR SPACING I i MULLION & MULLION ANCHORS I I ao I� SEE SEPARATE NOA jl Z m • p .. \ o I > I I I I Q � J I Q EDGE DIST. 11 W I 0 O C1 I ----------�I 0 w a � a � Y o O I 15 15 W 15 V e} L.- A z \ C rl ALT. x+ 0 ,2 g p aQo a -4- L d' X30 H TYPICAL ANCt TYPICAL ANCHORS L4 z S£E . SEE ELEV. J �' M Q j FOR SPACING FOR SPACING Q W c--� U o v J to J to LOI 00 u 00 0 W .) �t • •• fir, •• • • • • 00 01 : (V' • 0 Z •J LO :••••: 1/4" MAX. • g 4"J. ALT. • • ••••• SHIMS 15 •• 4 Z�i•ul ••i••• •• g 01Qi •••••• —W —1 • TYPICAL ANCHORS ;• � W as m•� • SEE ELEV. FOR SPACING °• " • ••06:0 • a • • • ,. • • •• • • IF • q N • ° Z • W rU uj Ln Lai Cj ° A UU2l J2 Q N U W N C !- = TYPICAL ANCHORS N ,, o SEE ELEV. FOR SPACING a o v a L0 ° A 0 d PRODUCT REVISED z a o m z z q .• o as complying with the Florida L- Building Cods .. O 6�� AmpumceNo pimdon Date /2402 0 '1 � p N M r ALT. > 0 0000 3W a pr Uct COn►oltn a m U v w I 15 n = NINSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVA4 AHMAD CIVIL FlA. PE # 70592 0 CA. 3538 �. D D T C I O U drawing no. EDGE DIST. W1 1 —05 20i5 sheet 4 of 6 2.750 ITEM PART Ili QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - tn 500 2 E502 4 VENT 6063-T6 - 1.330 A3 FYI 08 AS READ. GLAZING BEAD (5/16" IAM. GLASS) 6063-T6 Z n 062 3A E505 LAR GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 Q (- 01 / 36 FY109GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 N a I 4 E508 SNUBBER - VENT, FULL LENGTH 6063-T6 - tL M 190 0 .078 2.821 4A E509 SNUBBER - FRAME, FULL LENGTH 6063-T6 - - �v O W 1.893 5 E506 SCREEN FRAME 6063-T5 - Q, x� 7 #10 X 1-1/4FRAME AND VENT ASSEMBLY SCREWS - H WH SMS - G LLQ 8 E203 BULB WEATHERSTRIPPING, DUROMET£R 65 SANTOPRENE ULTRAFAI3 V 9 E203 AS REQD. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAB l3 M 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH 2 M O W ( } y1Dx5/a" SDs (� aQd t°I O FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LACK SYSTEM ZAMAK TRUTH y 0 I. 12 - 6/ VENT KEEPER STEEL - p N 2.354 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH it W 3 e N z N _ 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY- ST. STEEL - t0 1.330 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL _ Q �Z ta` j 2'688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 #10 x 1-1/4" 2/ SKATE FH SDS SKATE_ SCREWS 18 #8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. V o 2.094 .372 .500 69 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPOM DUROMET£R 80+5 SHORE A � -I 062 2.813 I �� 20 FL6=50 V GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE I 896 tk�-- - � °° 2.611 21 INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL Ui ro SEALANT• z o 7t9 •590 15 FLUSH FRAME ADAPTER w W ALL JOINTS AND FRAME CONNECTIONS SEALED WITHw F- SCHNEE-MOREHEAD SM5504 SEAM SEALER. !Q >- w .v to W e ....�. i.5a2 -1.750-1PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. :00 1 O 0 evv"2 VENT •.• � 4D r) N •....• 493 LOCKS. ... ,� O o; I . Z I..:. 519 t.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' .. ..... FTAT FRAME JAMB ? LOCK OPERATOR 24.33.XX.004 AT 8-1/2" FROM SILL 3 'p ��• �— FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. .,. IU LL .� 803 .045 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES .�.... #33489.00.0001 SPACED AT 12-3/4 O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS • """ 1047 L 14 CORNER KEY � • STAINLESS STEEL KEEPERS #31964.92 AT VENT 2 EACH FASTENED WITH (2) #10 X i 5/8" P FH SMS M = o O3 GLAZING BEAR {5/16" IAM. GLASS} (n M SEE CHART ON SHEET 1 FOR QUANTITIES 8 w N o C'uX13Na 2450 m w 0 0 w -11 -.130 HINGES• 4 I U � Q 8031.045 78� x'120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCERSVISED z LOCATED AT TOP AND BOTTOM CORNERS wcomplying wi%ftftaaida V cc FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Build Code 5-0 X16�a 1-1.256-dAcceptt►rtcolYo v'�t'V L1.172 ali z 1 IIx 1r8I1 Dau OPERATOR: • n 3A GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - FRAME By ad0ProductCo trol o g SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END 394 FASTENED WITH (6) #10 X 1" P PH SMS 245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engr: JAVAD AHMAD u o FASTENED WITH (2) #10 X 1" P PH SMS CML N N FLA. PE If 70592 �+ CA.N. 3538 m a .803 .050 .780 120 ANTI-SAG SKATES: s �I 720 VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1 { 1 drawing no. 1.047 (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS STILEL,I)U EACH FASOTENED WITHTTOM RAIL (2) 1# 00X 1 o1/4" P FH SDS. 1Sw� � odsGLAZING BEAD (7/16" LAM. GLASS) �4 SNUBBER - VENT N 2015 5 6 o U W c17 a I Z % O N � Q I ICE cq 14 O 0 M O a�y � M4 A LL; AM 14 (orO to 2 Darr ^ � w � �� i -- i 6 = - Lnfn CO00i I g o >- •• }V) {E{//��7�• 0000•• ••• 4- 0 0.00•• H ••• •� Q +— • s • • W6•••• •• � }�" •L.' - � 00000 ••: •� 000.0 •• I•� •y 6699:4 ••• • LLI rn M- LF21 • • 0000•• VENT CORNER FRAME CORNER W W WWW (n U _ L, D N 0 N oF- Ld V U ZLd O (9 tW9 aZZ ZZZQQ Q zza N U U ZZZj 0 U N a O 0 0 2 Z Z Z in CO Q N h N Q C3 U OSO W Engr.JAVAD AHMAD CIVIL N N 4 FLA. PE # 70592 N \ x PRODUCT REVISED CAN. 38 as complying with the FloridaAO Building Code w v m v u o u � s Acceptance No — � Ex itationDate f�p`7�„ ` drawing no. Miduct co, JUP 2015 W1 1 -05 sheet 6 of 6 72" 111" 8 WINDOW WIDTH WINDOW WIDTH ' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS cwv MARKED WITH '+' ON SHEET 2 ONLY I 3 1/2" MAX. 4" m 3 1/2" MAX. 1 HEAD/SILL MAX, 4" 3" m W Q obi HEAD/SILL A — o CORNERSF SILL A CORNERS c w 47, CORNERS 3 m 3 /�_~�� /' m O N t t t t t t n. AL 6 g epi C II IIII II II II tl II a0C > 8 D �I I� E !E 4 jl /j I� D �I /j I� /� 0 E Q Q rl 63 0 ° � ° , 0 t� !�� e = 53 0O _ IL ,4 – – li- 11 – a a � IIII _ tlII O _ L /1 _L_11 a 0�0 t7 2 n =–=lr–_ ..t�....� =_=1�.._--.�1=_= � � M M a n =_fir=–=7�__ __ f-I-`__rt�r� � -� itli it li o , iI �li iI li 4 I I I I o -4 I I I I �• z z 3 .3 V N v J � / I i A / I cis J ttl� z N es FALSE MUNTINS 31 1/4- 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" o (SURFACE APPLIED) (SURFACE APPLIED) W MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. ( A 0 itlSo Soso•• 35 3/8" 36 7/8" ECO—GUARD SERIES--2000 m (40 _a).• VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW 0.00 ~ m ••�,�• TYPICAL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •••• o O o v) to • N :••.•: CHARTS SHOWN ON SHEETS 2. ' 2 .12 0000 p� CO 0000. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ""• �•0 ••:••• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �-; SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER " " a•�'� "�' SSSS•• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING :":' U =� •� MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. 8 �.a' •••••• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL .' �•�••� 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. " •; • 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY W HURRICANE ZONE (HVHZ). 9 g -t .090" Interlayer 0900 Interlayer090" Interlayer N z H Butacite PVB SentryGlas Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER C ti o 4 0 0 B 'Kurora America, Inc.' `Kurara America, Inc.' LOADS TO THE STRUCTURE. By y y By 'Kuraray America, Inc.' U w 0 1/8" HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASSANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS a�o 1/8 HEAT STREN D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000GE SCS 2000 ST. STEEL O o M A LOADASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. M1 N Zm Zm zm DURATION INCREASE oa � ,� � .; ._ I I l i rn i i SILICONE g o 0 0 0 ii � � ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE.DOW 899 { vO < muo �, �p I I tp II I .I L L L C 22 I j .- 22 I :I 22 is ! i. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ay i d � I o1 L• !. REQUIREMENTS OF THE FLORIDA BUILDING CODE. y !i !� 23 ii ii 23 j iii 23 I i. I Engr. JAVALAHMAD PPODUCfREVISED i FIA PE {i 70 2 a9 complying with IM Flwfft N 10 10 0 CAN. $5 Acc pBoildlance Nn 1 - 2�,Q� o ' 29 B. lmtion bate 0)[j Ll $ 29 AT 1/4 POINTS ON LRES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By 7 WIDER THAN 36" ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS ALL SIZES Miam'Dade Product t.ontr Browing no. GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE `C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2 2015 W09-12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY -- PSF (XOX SIZES) W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE �Y O4 WINDOW DIMS. A 'A' 'H' C. WINDOW DIMS. A 'A' B. 'C' WINDOW DIMS. A 'A' 'B' 'C' Z j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) M.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Q Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 2fi" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q 37" 26" 4! 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 Q,! p 1 O 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 d -1 M 0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 8 38-3/8" 38-3/8" Q; a u 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 C a 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 ill' 12 70.0 80.0 80.0 90.0 70.0 80.0 Ill" 12 - - 80.0 90.0 70.0 80.0 { 0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' O►0 m 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 9 70.0 80.0 80.0 90.0 70.0 80.0 > 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) C IL Q G 26-1/2" 1 4 70.0 80.0 80.0 90.0 70.0 1 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 W M 1 N 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q W 3 G: N 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" �� 12 _70.0 70.0 80.0 82.6* 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 LL Z N`° M 74" 8 70 .0 80.0 80.0 90.0 70.0 80.0 1 i 1" 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Z� J 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 60.0 80.0 90.0 70.0 80.0 Q lit ~ 37" 63" 4 b8.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 6 53-1/8- ( ) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 J N 74" 8 70 .0 70.0 80.0 80.4 70.0 80.0 108" 12 70,0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 J 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 u� 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 48" 23" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 � W M 60" ( ) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.o 70.0 80.0 84" ��) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 1 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96 12 70.0 70.0 80.0 90.0 70.0 80.0 ••. 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 50" (n • 9 70.0 70.0 80.0 90.0 70.0 80.0 •• t .0 h• • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 00# •• 0 48" 6 70.0 80.0 80.0 90.0 70.0 80.0 106" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL 9002 �i' O a rq 'n • 4 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 0000, Z j to :••..; 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 *00, y ••••• 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 •.;• ',� 3:0 M •••••• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6 70.0 80.0 1 � o W 48" �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL :•• .v W: ~ • �; 906000--) 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" a 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF " • 000:0: • • 24" 4 70.0 80.a 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS I % •• 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 r ' W 48" 66) 6 70.0 70.0 80.0 90.0 70.0 80.0 C, u�� ' 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 0/3W) 0/3W) (1/3W) a o Q o 0 72" 8 70.0 70.0 80.0 87.6* 70.0 Sa.O OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH � U A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' in WITH (4) ANCHORS AT MTG. STILE ENDS N M r y o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 2 h � ~ N h 1 NOTE: oa ' M � C4Ui GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) E °c a °° " `� 'X0X, AND FLORIDA BUILDING COMMISSION j DECLARATORY STATEMENT DCA05-DEC-219 ., 0 Engr: JAVAD AHMAD PRODUCT REVISED CML as complying with the Florida N � FLA PE 70532 0 1 C.A.R. 538 Building Code Aceeplance No i5-O 28 m p LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE EX IFallonDate FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 0 2Q >3y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i adaProduct drawing no. SEE SHEET 3 FOR DETAIL. W09-1 2 sheet 2of 7 TYPICAL ANCHORS O IBY SEE ELEV. WOOD BUCK FOR SPACING EOG DIST. N METAL j _ STRUCTURCD E , MIAMI-OADE COUNTY APPROVED4 EDG& DIST: EDGE DIST. R p Z `d MULLION & MULLION ANCHORS $G ° A SEE SEPARATE NOA 04 z EDGE DIST.V. I m o Q wo " a O: o 0 C o 0 17 a � o � a LL 1- 19 t x t = � _ � � h 19 m m (n M 1 paaorf _ 9 TYPICAL ANCHORS TYPICAL ANCHORS � SEE ELEV. SEE ELEV. SSEEI ELEV.L 'CHORS � 0 3� N FOR SPACING FOR SPACING Q 0 FOR SPACING � 2 v) : o 'I I II I� I `�•' I .I J (9(M(y� � 1 Q W rl F WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i I AND TRANSFER THEM TO THE BUILDING STRUCTURE. J m fl I' i, 'I 1 o Jto I' i' II I 'I th WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACINGvi W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. ULTRACON BY 'ELCC9' (Fu=177 KSI, Fy=155 KSI) W M AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o •••� G'E "";•O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) t1 (M-SEALANT' s o a x THRU 1BY BUCKS INTO CONC. OR MASONRY ••• 3 ••�• ••.•:• � � W �� s �• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH '� '� a g p � JOINT SEALER. / ( / ) ... ." O o'0 w 1-1 4 MIN. EMBED INTO CONCRETE HEAD SILL I 0:J, I �•��•� oo • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)It •�� ,,,,� ••�•� 11 , DIRECTLY INTO CONC. OR MASONRY ••.• z ,10 ,,;,•• I li ,I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ••�• O•ti�' v ...... 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Wit 0*ea:o 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • , , ,....• i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'I' ` " ' • � I I INTO METAL STRUCTURES � 9 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) NIXo ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c o Q o (14)@@ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o o TYPICAL EDGE DISTANCE rn L D ,c INTO CONCRETE AND MASONRY = 2-1/2' MIN. z = a INTO WOOD STRUCTURE = 1" MIN. hi 18 I w a a INTO METAL STRUCTURE = 3/4" MIN. OI 13 i7 N iv 0 w¢ c N B w (n 3 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. N I 3 v�`'i°i,. N' M , z CONCRETE AT HEAD, SILL OR JAMBS f e = 3000 PSI MIN. o o „ onN �'a rn C-90 HOLLOW/FELLED NORMAL WEIGHT CMU AT JAMBS Vm = 2000 PSI MIN. ` c 26 I I m v 4 9 MAD 4 a ° ° Engr J CML PRODUCT REVISED N o FLA. PE f 70592 as complying with the Flodda ° g g CAN. 3538 Building Code a �.D v AcceptancaHo or, v m p 2. 4 °. N O Y ° o q Z a D ., 9 V 20,� Ex irali Date $ I TYPICAL ANCHORS I D TYPICAL ANCHORS p °• t° a' SEE ELEV. By SEE ELEV. y drawin no. Wl FOR SPACING WOOD BUCK I FOR SPACING Tvfi i ade PraducfCarl 9 .•.. � W09——1 2 EDGE DIST. EDGE GIST. sheet 3 of 7 1/4" MAX. U0 - 1/4- MAX. SHIMS SHIM / 5 WOOD BUCKS z h 0 21 6 7 0 TYPICAL ANCHORS n TYPICAL ANCHORS 17 ° ° SEE ELEV. I SEE ELEV. v._ FOR SPACING d a d FOR SPACING _ 25 0 0 v LL F N 17 20 J l f 4" v - - - - - - - p -----SCREEN OPT. -------- - - - -_- - - -_ ° Or 0 o 20 27 - - - - _ °, 0 tiQQ 6 17 w 0 IN 4 METALSTEEL REI FORCING AS REOD. 1 t 12 ? Z .. 0 STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH a r1 XO LAYOUT U o V 1 1/4- MAX. 01 J 1/4" MAX. VENT WIDTH VENT WIDTH SHIMS c� z SHIM D.L. OPG. D.L. OPG. 1 W •• WOOD BUCKS 0 • W ••.- ••.••• 2 $ • ,�,. i.. • Y TYPICAL ANCHORS •• } ...• Ll- .•..;• 17 ° ' SEE ELEV. •• ® U) a0• ion a a 1 //2' - - __ _ __ - ___ _ FOR SPAGING f/1^ ip - - - - - - 25 - - - - - - -_ ••• 3 •i9• ,•�, _ _ _ _ _ _ _ f 11 N O 8t0 � ..... • •ao .••.•. 03 •• 'M Z 17 20 1 1}L4" •• •� ?� z • _ -------- --SCREEN OPT ----- _ - - - - - - - -SCREEN dP . --- ° • Qi� :•••i• so 6 17 w 4 11 i 2STEEL REINFORCING v D.L. OPG. AS REOD. m EXTERIOR SEE SHEET 2 FOR CAPACITY ° W WINDOW WIDTH g = o U U) K G TYPICAL ANCHORS XOX LAYOUT CO 0 a Z N SEE ELEV. - mw000 FOR SPACING 3 3o a U =1 MIAMI-DADE COUNTY 0: Z " a APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Uj � tv c7 ^ vl C y 0 0 0 0 0 O '- - --"— Engr. JAVAD AHMAD PRODVCTR.EVISED a u p FLA. PE 70592 as complying tivith the Florida FLA. C.A.N. 538 Building Code 0 m a - - _ -- Acceplance bk j b. p r --SCREEN OPT. 8x iralionl>�te *4 r-----� Ju 2015 By aae Prdrawing no. : WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 0 EDGE DIST. METAL STRUCTURE EDGE TYPICAL ANCHORS DIST. MIAMI–DADE COUNTY APPROVED 01 SEE ELEV. MULLION & MULLION ANCHORS ao O A D FOR SPACING Z h 3:SEE SEPARATE NOA I EDGE •• DIST. W N O M U =28 28 y 28 0 V of ALT. 0 IL 4 0 In 0 to TYPICAL ANCHORS TYPICAL ANCHORS w 3 SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Q J aW � � rn o 1n J l Ln • W ' "• • ••• gt 0 •• ••••:• ••• co • • •• •V C) �� 11i1 ••••• Do :10M 1/4' MAX. •• ; Z co •••••. SHIMS ALT. •• z o •• TYPICAL ANCHORS 28 • O�04-"_j' ••• SEE ELEV. ••• W �P.�••� :••••: FOR SPACING °- n • • n - V) m W d Ei o F TYPICAL ANCHORS � W W � � � SEE ELEV. FOR SPACING °- •4 1 W Ld A U U :3U ¢Q -d o z z z ' a ' A _ rn N r•1 d (1 C o y o M N 111 • �o � 0 000 ALT. 4) oam � aw Ln � 28 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD PRODUCT REVISED � a FIA. PEAL 70582 as complying%vifh dw Florida N . ..". � o . ' C A . 3538 Building Code v A _ Acceptance IY. � ° °d v B. JalioriDale $ H $ u .•-• 0 7 _ 4� - I o EY Z�� Ivtiami drawing no. 1. EDGE DIST. W09-12 sheet 5 of 7 2.750 1.067 17EM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U � � w 1 FY201 1 FRAME HEAD 6063-T6 '" I N I .500 .715 3/16" 1" 2 FY202 1 FRAME SILL 6063-T6 - o �-- 1.434 3 FY203 1 SIU TRACK INSERT 6063-T6 - Z NN�7ff j 4 FY205 AS REOD. MOV. FRAME JAMS 6063-T6 = J 062 5 FY101 AS REOD. FIXED FRAME JAMB 6063-T6 Q n 062 1.718 I 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - O o O 3.249 1.140-�I v U 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - a -.1 8 FY206 1/ VENT JAMB STILE 6063-T6 - IIL EE a 0 VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q a 813 10 FY108 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 - V C 2'095 .519 �{ .130 10A FY110 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - a a w M S L1.140-1-11.610--i 1.250 I- -f I � 11 AS REQO. REINFORCING BAR STEEL - C �� `� 718 s 045 803 .045 .803 12 - AS REOD. REINFORCING BAR STEEL - �ir oo a 13 FY204 AS RTEOD. ADD-ON SILL RISER 6063-T6 USE AS REOD. Q W a U1 FRAME HEAD 1 140 2.246 �I 1 047 �I 1 d47 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CEtCON - j m M 062 15 FY209 2/ VENT ROLLER BRASS - Z J 1.140 1.610 16 FY210 2/ VENT ROLLER PIN ST. STEEL - W .219 10 GLAZING BEADS d� 17 #8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS v U o 813 19 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAS vO1i �8 JAMB STILE 20 O300T190 AS REOD. BULB SEAL O-LON SCHLEGEL 1.058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 Z 2.063 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±,5 W • ••• 3.876 078 2 501 1.250 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRANK LOWE •. F- �:• 1- 17 24 SL203P 2j VENT SWEEP LATCH - SULLIVAN & ASSOC.If •• . �- " �• 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS •• • tV) 1.140 •� �••••• 062 1.340 26 1 WA21. 2/ WDW. WEEP VALVE = PREFERRED ENG. PRODUCTS" jq 4MJy - - • 27 1/ VENT 5/16" BOX SCREEN OPTIONAL 0 •• ••• .50d 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z_ •0� '•••• l L1.344--i29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 3: •• ,^n • ••• F=---2.750 �•j o •• •••••• O7 MEETING RAIL 4.��'�W;1 • U2 FRAME SILL �•. � W �•�� •..•� 2.188-1 1.314 31 -_IISIa iv U U F.250 j .340 .312 1.422 062 1.202 o a v C Q a (� N Z N .062 0 a o o 1.375 vague 0 SILL TRACK a. o �6 FIXED MTG. RAIL :> .500 1.187�•{ -�{ .750 � c 10,; 2062 � mUow .062 m o t• 2.750 2.812 2.812 2.750 En r• JAVAD AHMAD 2.688 9 CML PRADUCT RFiV[SbD v u o a9 Building Ing with the Flat 11 FLA. PE # 70592 Buildlu Code F .062 C N. 3538 g Acceptance No �� 8 fl � � Rxyinflition Date 201 .66500769By 874 l�.969 Iv1d Product Crnitr drawing no. 1.687 1.688 2.611 a f 1 �a _ ,t.I_ W09-1 2 O4 MOV. FRAME JAMB O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 VU 17 17 2 I 0 Z jn Cn4 20 0 0 1 � � v G vi CY Q 0.q Cv Q th o LL 0M Q IZU FRAME TOP CORNER ' w C-1) U! 00 �& W . g VENT TOP/BOTTOM CORNERS ..: V) •31 .0*0 � ,^ ••s..• 17 .• ¢ �v 0600• ••• g O .0 •..6.s I ••' Z '��,•� 66:66' .. -1310• 00 00••f. C\�1 • q r`a��•J , • i N M K NicM N Ln a LLI Q� *a U' Q N i' voodoo .`3 Z 2 Z Z C p b •� � 0 0 0 0 L 0 6 m U 0 W CD _ O Engr. JAVAD AHMAD PRODUCT REVISED 4 a CIVILas complying with the Florida `i iv a FRAME BOTTOM CORNER FLAE # 70592 Building(We 104 C A . 3538 Acceptance No IS-0,12-8.405 ENDirat i0n Date 19 V° q 18 B 0 2�i5 Y Pca&ta drawing no. _ FIXED MTG. RAIL CORNER W09-12 sheet 7 of 7 I --------- --------- z n % U T7{I�T------ u� �v t1'r- 31 I ---r____ T- � �z o II Iil I ► I IVI 1 r.. w g zi 1 11 1 I IL N fill I aI If 1 90 � jr--- i it I I 0 j v I r z�I1 _I }H I— 0II TYPICAL II GLAZING PRODUCT 4 L J 0 IL ri 1.000 003ta 1 30 N TYPICAL WINDOW FRAME ' ��---1 1�LAJ I --Zr--- -- ..� 6.000 11 a W I I 3.000 4.000 U a J (nW J I ' Z co TUBULAR SHAPESco MULLION SYSTEM 1S RATED FOR LARGE MISSILE IMPACT. L2.00OA ALLOY = 6063-T6 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED J to IMPACT AND NON-IMPACT RESISTANT PRODUCTS. H M W } w • - MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS �00i" 0.00• RECTANGULAR ALUMINUM TUBE MULLIONS' U' � • HORIZONTAL OR VERTICAL USING MULLION PROPERTIES_ONLY 4 p o M t 000000 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • • `- ,� • NOTES: Z y- •0.60• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 �60� 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • � Z o •�:0 0• HURRICANE ZONE (HVHZ). 0 p tet•A ••• • •• •• ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE V -_L •0 0 0:0 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER • • ILA • INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 0 00 09:6 • 0 WOOD BUCKS BY OTHERS, FAUST BE ANCHORED PROPERLY TO TRANSFER • • • • • LOADS TO THE STRUCTURE. *1 • • • • 0 0 0 0•• • 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 G ARE NOT PART OF THIS APPROVAL. a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ` MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. w .L a� o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 L FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OAOE COUNTY APPROVED GLAZING PRODUCTS a ■_ MEETING ABOVE LOAD REQUIREMENTS. En9r. JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL APPROVAL. FLA. PE j 7�J592 N 0 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C.R.N.. 3538 d a (rr Approved&I cx)n 1 k%q t�>i STEPDESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �Y � ,t !'Ttrritlfl Ruildii o Ctz IN STEP i ABOVE. v USING ANCHOR TYPES ON SHEETS S THRU 9 AND ANCHOR CHARTS Nt)fi!l ,� 1 P STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING r, j; ? cti droving no. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. IVI"q�_Oq 1 1 sheet 1 of 9 1.000 - .125 .375 1.aao j� 2.000 .125 �2.000 �.125 2.000--={ .250 W I I I_Y.0I p a `d ' � 1.000 � � �j 1.000 F° 125 O p� z I� 125 .375 o 125 .125 C 4.000 4.000 .125 4.000 0 3.000 3.000 125 F Ll 6.000 6.000 Ot» M . Ir 375 .375 .125 .250 0.Q 0 IX = .9502 IN\4 Ix = 2.0374 IN\4 IX = 1.538 N\4 IX = 3.1878 IN\4 Ix = 2.9762 1N\4 Q 3 ti Sx = .6335 IN\3 SX = 1.0187 1N\3 Sx = 1.0254 M\3 Sx = 1.5939 1N\3 Sx = 1.4861 IN\3 u' Z t 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 Q � STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 (U o rn Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 U) J SX = 2.7586 w\3 SX = 5.0677 IN\3 z 00 O 005.0677 2 X 6 2 X 6 W M STD. MULLION HEAVY MULLION 6063-T6 6063-T6 W } L'I • • • •U! �Op••• •••••• • • 161O o •••••• .101� '-_I �r7 :0• ••••• , • Zy ?t•moi• • • 7 z ••••• • • • 0 00000 • U Ld • W as g ...... .718 �1.718-1 • • • :00 • • .•• • 125 2.125 125 2.125 c .125 liilWtd as poznglyh3g X1'1411 4{lC � TYP. TYP. /l.Ok;s�ticlr�13t�ildir C<v+ 2.000 k7e1c `v 1`4 Ll 5.500 5.500 1+ : 12.000 o ._ o NOTCH NOTCH ►°� c° OPTIONAL 1/2. OPTIONAL 1/2' MIN MIN. , o Engr.JAYAO AHMAO Q, o CML FLA. PE # 70592 tn 1/2. C.A.N: 3538 0 0 9 a L 1/2" MIN.. MIN. MIN. MAY.71 2014 drawing no. ANGLE CMULLION CLIP MULLION CLIP M14-01 UP 6063-T6 6063-T6 6063--T6 sheet 2 of DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY -- PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) Ul WINDOW DIMS. 1X3 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 X4 1 X 3 1X4 2 X 4 2 X 6 2 X 6 o MOTH (VI) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 1�IDTH (VI) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) },LULL SPAN STD. STD. CUSTOM[CUSTOM STD. STD. HEAVY � 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 120.8 120.0 z gra % 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 0 'Y z 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - 37.8 35.3 98.i 120.0 18 2 8 2 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 CL m 42" 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - _ - 27.0 25.2 70.1 120.0 48' 38-3/8" 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 Q �} 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 V f�eryy 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 ry 0 M oa 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 L Q p 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 Q LL 30' 120.0 120.0 i 20.0 120.0 120.0 120.0 i 20.0 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 W 37" 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 1 109.8 Q W N 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 W 5i 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - 46.1 84.6 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 V o 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 J 01 LO 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 61.5 Z 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 0 co 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 19-1J8" - - - 34.3 32.0 89.0 120.0 --I tO 0 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 1 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 g 30" 120.0 120.0 120.4 120.0 120.0 120.0 120.030" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 }- LSI•• 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 1 37' - - - - - 46.0 84.5 •• 9 9 9 9•• 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 }- y 0) •• --- 48" 50-5 8"1 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 48" - - - - - 0 CD 00000* i � 96" 144" 35.5 65.2 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 �Z }�000•• :•••• ?9 • • 60' 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 �0 N 99009 • 66"J 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 • •3 0 LSU 09 •• ••• 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - 23.7 43.4 (� �A•!1 9••••• 19-1/8" 124.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 •• �• W am� � •• 26-1/2- 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 • •00000 ARCHES TO BE INSCRIBED HORIZONTAL muWO4 • • • 0 • 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE • 0 0 0 0••• 37" 63.1 119.9 102.1 720.0 120.0 120.0 120.0 37' - - • 0 0 0 - _42.0 39.2 109.1 128.0 42" 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 % GLAZING i�� PRODUCT 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 I VERTICAL 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 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING PRODUCT PRODUCT 39 72' 32.4 61.6 52.5 96.4 1 90.0 120.0120.0 72' - - - 21.6 20.2 56.1 103.0 :3 &n 3 4, GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). N i c v E o a NOTE: I Wt W2 FAULUON SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS £ngr: JAVAD AHM1A9 �, cl CML FLA PE 1 79592 U) _ W 1 -1- W2 CJ,N. 3538 Approved�n�i Ana{p t l�dC 2 y �z Florida Iii s�- 'S 9 v` u >`!0.4?I •� .D drawing no. MULLIONS n1it r «,;�� I f3 : `�s� k M14-01 sheet 3 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE }a o WIDTH (W) MULL SPAN A2 A4 A6 B2 1314a 134b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b •19 v 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 j 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 90.60 eQ O 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 �" N 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. 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 1 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 Q 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 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 L 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 1 54" 34.7 60.4 90.7 22.2 32.0 44.4 O LL 60' 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 C M 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 1 26.2 36.4 Q' �u M 0 72" 8}.3 120.0 120.0 52.1 75.0 104.2 Ir 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 0 m Q a a 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 �y Oho 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 1 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 a w 3 0 n 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 LL Z(6� ttt'SSS„ 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 J 00 40 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 1 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 a 9 48" 42' 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 a 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" F37 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 0 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 0 -1 1 Z 72" 74.3 120.0 120.0 47.6 68.6 95.2 72' 64.8 97.f 23.8 34.3 47.fi 72" 23.6 41.2 61.8 - 21.8 30.3 0 Nco 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 W o 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 0 r- 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 } 'rUj•• Gl 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 171 N '5 cd••• •••• • i� • 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 � +�. �•+•®• • ;- > (Da� N ....:. 48" 92.4 120.0 120.0 59.3 85.3 118.5 48' 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 • 0 O M • • 54" 82.2 124.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 1 54" 28.9 50.4 75.6 - 26.7 37.0 • •7 Z '-j � •"•••• • 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 • ?'; 00000 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 • Z � 03:600 Flo L1.6_, IQZ.S 120.0! 39.5 x.9.1 9.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 • "a• •••••• 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 0 •g W rn g t2 •• • 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 1 50.3 72.5 100.6Cpl ARCHES TO BE INSCRIBED • • •••••• • 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 TYPICAL INSIDE RECTANGULAR SHAPE •ANCHORS •• • • •*see: HORIZONTAL MULLION • • 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 = • 42' 84.9 120.0 1 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 �� GLAZING Q. 63" 74.3 124.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6VERTICAL PRODUCT 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 c 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 j Q 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING ANCHOR U PRODUCT PRODUCT g DETAIL #f 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 GLAZING GLAZING TYPICAL PRODUCT PRODUCT ANCHORS ALL LOADS ARE EXT.(+)/INT.(-). TYPICAL NOTE; ANCHORS I o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER W1 4Y2 I9 MULLION SPAN m , �10. LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENT FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Engr: JAVAD aHMAD �, o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) [WIDTH (W) = til1 + 1Y2 CngL 2 FLA. PE # 70592 0 Appnwed as complying,w fit dte CAN. 3538 m oA a I 'lutida llnildit L.-) q v` I)RIf -a�jvr go drawing no. ANCHORS MAY', `;l r�i16� Icy_ .� �` M 14--01 sheat 4 of � LLJ TYPICAL ANCHORS TYPICAL ANCHORS o 2 PER CLIP (1 ON EACH PIING) 1 PER ANGLE I \� RN �T\ �R� � a I RUG UR 1 Fty 0 M •AL ST UC E ty W J O p 0da 1 II 11 11 ° V 0 N YI >L _ ------ A dmry 1 I I I FLOATING CLIP I I 11 72XI 2 X 1/8" Qr m I I 1 I SNUG FIT INSIDE MULL LI U 1 I 1 1 ALUM ANGLE v' Q. Q a of #14 SMS I I #14 SMS i 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN. I I y p 4 PER CLIP 2 PER ANGLE Li z Of M J rn UI J j' Z Go0 ANCHORS TYPE `A2' W TYPICAL ANCHORS: w ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE 01ST. � @4 >- �W— a•a 1/4" DIA. ULTRACONS BY 'ELCO' " D (Al- Q1• �• CONCRETE 1-3/4" 2-1/2 r- ?�„ 03 (Fug177 KSI, Fy=155 KSI) O o *ago** 1/4" DIA. SELF DRILLING SCREWS " 0 • (GRADE 5 CRS} METAL 1/8" 3/4 Z +t •••••• �•••y • • TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE = f'c = 3000 PSI MIN. •• g � z w ••i••• 4 PER CUP (2 ON EACH 141NG) 2 PER ANGLE •3 �{►�y ••.0• METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. •• •`moi! O �• N ` \\\\\\ \i CRNCRET\ 1/8" LAIN. THK. ALUMINUM (6063—T5 MIN.) • • W a> •so • • • R ANCHORS MAY BE HEX OR FLAT HEAD. •*sees t I M U U I \ I M •AL ST UC E • egg • •••••• _ = ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • 9 f \ I I \ CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED A ® ® rP1114 1 I I I WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 1 I I I WATER—WHITE METHACRYLATE LACQUER. N B 0 FLOATING CLIP 1 I 2 X 2 X 1 8" I r SNUG FIT INSIDE MULL U ALUM ANGLE I I I 1 I I #14 SMS i I #14 SMS t I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE N � � D .N N O 2 a. a M Engr:JAVAD AHMAD CML Approved ss complying%vith the FLA. PE f 70592 o M Florida Buildin-Cccc C A.N.. 538 Dutc406 91 v` o • TYPICAL ANCHORS TYPE `A4' ntianu�utFr ra, q.;', t4 Ay drawing no. — M 14-01 sheet 5 of g a TYPICAL ANCHORS Z ►�` j TYPICAL ANCHORS 3 PER ANGLE ` 6t�U\�URI� PERR CUP (3 ON EACH WING) \ \ � N O RN OOidCREf\\ O14 I smi I MA ALSTUTUE d \ O t ' k 11 II II 11 Cf 0, M d MI IM II ii Q aaa d ----------------------- � y FLOATING CLIP j I l I 2 X 2 X 1/8' 0 � �Q I I I I SNUG FlT INSIDE !BULL U U ALUM ANGLE 4' 7�;��t N #14 SMS j j #14 SMS j j z W^ q 1-3/4" O.C. MIN. 1 I 1-3/4" O.C. MAN. f I r to 6 PER CUP t A v 3 PER ANGLE A aLZUN rl U o 1/1 J I o J W y TYPICAL ANCHORS: � x uj ANCHOR TYPES SUBSTRATE MIN. EMBED. LAIN. EDGE DIST. W >- nY �•�� 1/4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" 1.- ?� �'• •� 2" (Fu=177 KSI, Fy=155 KSI) � •�r' • TYPICAL ANCHORS TYPE `A6' o a � •••••• 1/4" DIA(GRAOESELF 051CRS) SCREW METAL1/8" 3/4" • ^J Z _j to • • • sem_• • • i••••: 3 z:"•� • •• •. CONCRETE = f c = 3000 PSI MIN. � o O METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. .1J •••••• • •• -p• 1/8" MAIN. THK. ALUMINUM (6063-T5 MIN.) •• �' U �'�" ""•• • ANCHORS MAY BE HEX OR FLAT HEAD. : • ••••:• 8. 9 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • • CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 17ATER-WHITE METHACRYLATE LACQUER. c 0 c U to O) N N C v N d O � C Engn JAVAD AHMAD CML FLA. PE # 70592 o n Atj�3TlYtl�i46Qdt1 ?$(295 CAN. 3538 0 moi. Clo idn M3t[Ud v° v` cxi Doc •" 1VbAff_ M' aJ�,l'W�-- drawing no. 7 _� }} MAY 2 M14-01 Sheet 6 & 9 TYPICAL HORS 2 PER CLIP (ON EACHCW NG) TYPICAL ANGLE \\` Fi LE (C \\\\\\ \ F1LLE0 BLOCK C F o QR O OR Z I 1 0 S U �UR I I 11000 ST U � 3 a a \ L o Q ® � 1 1---__._._._._._ a 11 II C II I I FLOATING CLIP I I I I 2 X 2 X 1/8" �'. ' c I I i i SNUG FIT INSIDE MULL !J U ALUM ANGLE Q a sE G #14 SMS 1 I $14 SMS I I Q a a} 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN. I I a! C t0 4 PER CLIP 2 PER ANGLE Q W Ci W In Q W ul Z_ U 0 44 V "> 1n J 'I Z O (/7 00 ANCHORS TYPE `B2' TYPICAL ANCHORS: M ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. (/) 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1--3/4' 2-1/2" W LLJ >_ ��a (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2' 1" {�jlf•••• ••..�• WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. •• o • • MASONRY - C-90 HOLLOW/FILLEO BLOCK f'm = 2000 PSI MIN. . 07 Z W � ••'••• TYPICAL ANCHORS TYPICAL ANCHORS •• .� 32:F ••••• ' 4 PER CLIP (2 ON EACH YANG) 2 PER ANGLE IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• •J O : a M 69006\ .. .4 U c3):.r ...... \ �Ou \ h L \ �� THEM TO BUILDING STRUCTURE.L L D 840 K •• •• W ��OR ANCHORS MAY BE HEX OR FLAT HEAD.0S �U I I 11100D ST UC E 004*1 •••••• • • • • •••••• • • •• • • • L------- 1 11 II II 11 a I I 4 FLOATING CUP 11 I I 2 X 2 X 1/8" I 1 1 1 SNUG FIT INSIDE MULL U LI ALUM ANGLE a 1 I#14 SMS 1i #14 SMS7_4 I 1-3/4" Q.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE ifi c � o a :In L 0 Z M Engr. JAYAD AHk%D n CML Approved as bi com 1 FLA PE / 70592 A N pp �Yv M01611+ CAP:. 3538 T Florida _1ildi fIg 3/8" MIN. ... oLl o :a` v �AtiANCHORS TYPE c i TYP. TYPICAL M. .1 CMIVD drawing no. M14-01 sheet 7 of 9 R a I �t TYPICAL ANCHORS Z ti � TYPICAL ANCHORS 2 PER ANGLE O E Yp Z 4 PER CUP (2 ON EACH YANG) \ g �y a \ \ PiL�D�OC\ LG CL N OR d g I I kVIDtjU TUR I I I 1Y pD ST U d UW 4 < I It 11 FfT� Ij o" r1 pro MM = y ii ii ii 0IL I --------------------- I FLOATING CLIP I I I I 2 X 2 X 1/8" 0 a I f SNUG FIT INSIDE MULL U L O N ALUM ANGLE X14 SMS I i X14 SMS I Q w 3 1-3/4" O.C. MIN. 1 I 1-3/4" O.C. MIN. 1 6 PER CUP 3 PER ANGLE 0 4W�� U o V) -i '1 Z th O 00 TYPICAL ANCHORS: w M ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. (~1) v 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" W } LIJ r- L.. 0.00•• (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" �. In_ • 4" • 1--' ?y j a • t 7 •• • O � Lf) *00000 TYPICAL ANCHORS TYPE Bob WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. •• o -, on • • MASONRY = C-90 HOLLOW/FlLLED BLOCK fm = 2000 PSI MIN. Zt'- � • y •ass • a 0000. [BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW •• �•��• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. •• O �-• �� •• • •• •• W rn . • ANCHORS MAY BE HEX OR FLAT HEAD. • 0000•• • • 0000•• c O L U N N C N O O 4) O L = a} a_ Engr: JAVAD AHMA} 1 0_ CkIL Approved as c plyhV uft*,e FLA. PE 70592C-kNo M a 538 S. Florida 131L11d' �. � 8 a NOAH - b Li U R4i _ drawing no. M14-01 sheet 8 of 9 d r 14 SEE CHART FOR QUANTITIIES TUBE MULLION d z h o Z O O p � JIM . ---- ANCHOR No. OF 0 CHART SCREWS L TYPE A2 2 a 14 FH -TYPE A4 30 2/ TYPE A6 4IS1/8" THICK ALUM I G eI LENGTH TO FI cy 0 W o INTO MULLION I I -TUBE MULLION 0 CLQ o 1 I .0 TUBES MAY BE NOTCHED Q W +,w in AS SHOWN TO ALLOW INSTALLATION j Z 0 OF CUP ANGLE { I Z S CAULK JOINT AFTER ASSEMBLY ; < w #14 FH SMS { O.C. MIN. { I ACCESS HOLE SEE CHART I FOR QUANTITIES F 0 to ----- ----- - _--- ---- ------- ------ Z to 00 O ro i a � W .fn ------- ----- ______ ---__ �i -------- ------ — co 1 I l �.• •600.6 � I i I I ! I • H •� • • THIS SCREW CAN BE I "311 • INSTALLED IN EITHER 1 i #14 FH SIAS 1 1 I { !�• O — 'I •6...• DIRECTON { i 2 PER CUP j 1 •0 _Z i:*Soo: a 1 I 1" O.C. MIN. 1 { 1 { • 311 W mm • 1--3/4" X 2" X 1/8- (FOR 2BY TUBE) i• • 0� •• 3/4" X 2" X 1/8" FOR (1 BY TUBE) • 6666•. ALUM ANGLE • • s • CUT TO FIT SNUG INSIDE TUBE • •••••• • ANCHORS DETAIL #1 METAL TO METAL CONNECTION 0 L U N v #14 SMS SUBSTRATE lEd. = MIN. EDGE DIST. MIN. CL TO CL SPACINGin ALUMINUM 5/8" 1/2" o 0 .y dl O L � y. a_ Eng'r. J4,/AO AH6WD a, o CML FIA. PE # 70592AtTMVW o M i�tttridfl S cowlyhlp IN"I*9 C.A.N. 3338 ® u n a • drawing no. AB `=�... M14--01 4 sheet g of $